Item #10 Award of RFQ #1401 Engineering Services for Ocoee West Sanitary Transmission ProjectI laka � X -4. df�
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Florida
AGENDA ITEM COVER SHEET
Meeting Date: January 6, 2015
Item # i 0
Reviewed By:
Contact Name: Joyce Tolbert Department Director:
Contact Number: 1516 City Manager:
Subject: Award of RFQ #1401 Engineering Services for Ocoee West Sanitary Transmission
Proiect
Background Summary:
In compliance with the Consultants' Competitive Negotiations Act (CCNA), Florida Statutes Section 287.055 and
Chapter 21 of the City's Code of Ordinances, the City solicited statements of qualifications from qualified
professional engineering, engineering /surveying firms /teams that are interested in providing design, coordination,
permitting and bidding services for the City's Ocoee West Sanitary Transmission Project. The project consists of
21,400 feet of 12" to 20" diameter sanitary sewer forcemain and a regional master lift station. The selected
Consultant will assist the City by supplying sanitary sewer transmission design, coordination, permitting, and
bidding services needed to support the project.
The RFQ was advertised on August 3, 2014 and was publicly opened on September 9, 2014. There was a pre -
submittal conference held on August 19, 2014. There were six (6) responses submitted. The Finance and Utilities
Departments reviewed the proposals and all were considered responsive, see the attached Checklist. Attached
are the six ranked responses; original copies of all responses are available in the Finance Department for your
review.
The six (6) responses were evaluated by the RFQ Evaluation Committee appointed by the City Manager, which
was comprised of four (4) members: Richard Campanale, Public Works Operations Manager; Michael Rumer,
City Planner; Charles Smith, Utilities Director; and David Wheeler, City Engineer. The public RFQ Evaluation
Committee meeting was held on September 30, 2014 with the Evaluation Committee evaluating and short- listing
the firms on specific evaluation criteria. Please see the attached shortlist /evaluation form. The evaluation
committee short- listed the following firms in ranked order, and recommends contracting with the top ranked firm,
BFA Environmental, per the attached award recommendation from the Utilities Director.
The Table below is the Evaluation Committee's rankings:
Rank /Respondent
1.
d /b
Barnes, Ferland and Associates Inc.
/a BFA Environmental
2.
Pegasus Engineering LLC
3.
Inwood Consulting Engineers Inc.
4.
(Tie) Atkins North America Inc.
4.
(Tie) Dewberry/Bowyer-Singleton
5.
Neel- Schaffer Inc.
Issue:
Should the City Commission award the continuing contract for Engineering Services for Ocoee West Sanitary
Transmission Project to the top- ranked firm, BFA Environmental, as recommended by the Evaluation Committee?
Recommendations:
Staff recommends that the City Commission award RFQ #1401 Engineering Services for Ocoee West Sanitary
Transmission Project to Barnes, Ferland and Associates Inc., d /b /a BFA Environmental, and authorize Staff
to proceed with contract negotiations with the selected firm, and authorize the Mayor, City Clerk, and staff to
execute all necessary contract documents with this firm once the required insurance is received. Per the State of
Florida CCNA Act Statute 287.055, if contract negotiations are unsuccessful with the top- ranked firm, staff shall
terminate negotiations and initiate negotiations with the next ranked firm, and so on, until an agreement is
reached.
Attachments:
1. RFQ #1401
2. Addendum #1
3. BFA Response
4. Pegasus Response
5. Inwood Response6.
6. Evaluation Form /Shortlist
7. RFQ Checklist
8. Award Recommendation from Utilities Director
Financial Impact:
The Engineer's Planning Level Opinion of Probable Cost (2014) for the Western Transmission Main project is
$7,228,108.00 with $625,000.00 pre- staged with the Bluford Storm Water and the Dollar General Projects. Also
included with this work is the initial phase of the Downtown Sewer Project with a planned $500,000 expenditure.
Based on the remaining work for the transmission project and downtown work. The project's complexity has
been reduced to the hydraulic design work and liftstation design work being completed by others. Engineering
fees should range around $450,000.
Type of Item: (please mark with an 'k')
Public Hearing For Clerk's Dept Use:
Ordinance First Reading Consent Agenda
Ordinance Second Reading Public Hearing
Resolution Regular Agenda
X Commission Approval
Discussion & Direction
Original Document/Contract Attached for Execution by City Clerk
X Original Document/Contract Held by Department for Execution
Reviewed by City Attorney
Reviewed by Finance Dept.
Reviewed by ( )
N/A
N/A
N/A
2
Mayor
S. Scott Vandergrift
City Manager
Robert Frank
TO: Honorable Mayor and
City Commission
I ko � �1�
_ 0 11->
florida
MEMORANDUM
THRU: Robert Frank
City Manager
FROM: Charles K. Smith, P.E.
Utilities Director r
f
DATE: November 4, 2014
Commissioners
John Grogan, District 1
Rosemary Wilsen, District 2
Rusty Johnson, District 3
Joel F. Keller, District 4
RE: Recommendation for Award of RFQ #1401 Engineering Services for Ocoee West
Sanitary Transmission Project
Based on the review of the submittal Engineering Firm's qualifications, including but not limited
to experiences, project approach, and team members, and firms reference checks the RFQ
Evaluation Committee recommends the awarding of the engineering design service for the
Ocoee West Sanitary Transmission Project and Downtown sewer project to Barnes, Ferland and
Associates Inc. (d /b /a BFA Environmental).
City of Ocoee Utilities • 1800 A.D. Mims Road • Ocoee, Florida 34761
Phone: (407) 905 -3159 • Fax: (407) 877 -5899 • www.ocoee.org
RFQ #1401
ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
EVALUATION FORMISHORTLIST
Barnes, Ferland and Associates,
Respondent Atkins North America, Inc. d/b /a BFA Environmental
Evaluator 1
Evaluator 2
Evaluator 3
Evaluator 4
Vi
Neel- Schaffer, Inc.
TOTAL
RANKING
Note. Lowest Total is Highest Ranking
Dewberry Engineers, Inc.
d1b /a Dewberry/Bowyer- Singleton
Inwood Consulting Engineers,
Inc.
Neel- Schaffer, Inc.
Pegasus Engineering,
LLC
y
l
1 "7
1
RFQ #1401
ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
INDIVIDUAL EVALUATION FORM
0�
Evaluator Name Charles K. tI
Evaluator Signaturo_ ��
Barnes, Ferland and
Associates, Inc.
Dewberry Engineers, Inc.
Inwood Consulting Engineers,
Inc.
Neel- Schaffer, Inc.
Pegasus Engineering, LLC
Evaluation Criteria
Atkins North America, Inc.
dlb /a BFA Environmental
d /bla Dewberry/Bowyer- Singleton
Experience of the firm &
project team: Past
Performance & Experience
of the Firm; Past
Performance d Experience
of the Team Members;
Past Performance &
Experience with or in the
City; Overall
Experience; References
25
26
24
29
(0-40 Points)
30
32
Ability to Meet Time and
Budget Requirements:
Projected Workloads of
the Finn; Affect of Legal
Action Against the Firm
15
15
1 y
10
(0 -20 Points)
15
15
Project Approach: Briefly
describe your Firm's
understanding of the
services requested and
how the firm would
accomplish the work.
20
22
22
23
(0 - 30 Points)
25
27
Office Location: Location
of the Office and Proximity
to the City of Ocoee
4
4
q
4
(0 -5 Points)
A
4
Certified Minority
Business Enterprise:
Include copy of MBE
cerlificalion
3
3
0
5
(0.5 Polnis)
0
5
TOTAL POINTS
67
70 85 71
(0 -100 Points)
74
83
2
1
5
4 6 3
MEMBER RANKING
Evaluator Name Charles K. tI
Evaluator Signaturo_ ��
RFQ #1401
ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT /
INDIVIDUAL EVALUATION FORM
1 7
Evaluation Criteria
Atkins North America, Inc.
Barnes, Feriand and
Associates, Inc.
d /b /a BFA Environmental
Dewberry Engineers, Inc.
d /b /a DewberrylBOwyer- Singlelon
Inwood Consulting Engineers,
Inc.
Neel- Schaffer, Inc.
Pegasus Engineering, LLC
Experience of the firm 8
project team: Past
Performance & Experience
of the Firm; Past
Performance & Experience
of the Team Members;
of
35
3 V
3 0
3 5
[
3 J
Past Performance &
Experience with or in the
City; Overall
Experience; References
(0 -40 Points)
Ability to Meet Time and
Budget Requirements:
Projected Work'oads of
the Firm; Affect of Legal
Action Against the Firm
(0 -20 Points)
Project Approach: Briefly
describe your Firm's
understanding of the
services requested and
2.5
[
Z s
Z 5
�,
7.
z . 5
how the firm would
,S
accomplish the work.
(0 -30 Points)
Office Location: Location
of the Office and Proximity
to the City of Ocoee
4
4
4
4
4
(0 -5 Points)
4
Certified Minority
Business Enlerprise:
t7
T
S `� t S u f Vt�
n
Include copy of MBE
Codification
5
3
3
0
5
(as Points)
0
TOTAL POINTS
4
9
7
4
y
(0.100 Points)
V
4
r �.
2—
ply
.
MEMBER RANKING
f
Evatualor flame _ - -
Evaluator Signature y • -- - -- - - --
RFQ #1401
ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
INDIVIDUAL EVALUATION FORM
0
Evaluator Name M • -
a
Evaluator Stgnelure _ _ _
Barnes, Ferland and
Associates, Inc.
Dewberry Engineers, Inc.
Inwood Consulting Engineers,
Inc.
Neel- Schaffer, Inc.
Pegasus Engineering, LLC
Evaluation Criteria
Atkins North America, Inc.
dlbla BFA Environmental
dlbla DewberrylRowyer- Singleton
Experience of the firm &
project team: Past
Performance & Experience
of the Firm, Past
P e rfo r m ance & Experience
of the Team Members;
of the T
d
� O
Past Performance &
Experience with or In the
City; Overall
Experience; References
(0-40 Points)
Ability to Meet Time and
Budget R equirements ;
/
I
'
d Workloads o
Projected Workloads of
(
the Firm; Affect of Legal
Action Against the Ft; m
(0 -20 Points)
Project Approach: Briefly
describe your Firm's
understanding of the
services requested and
how the firm would
accomplish the work.
(0 - 30 Points) a�
C/• CC
/
Office Location: Location
of the Office and Proximity
to the City of Ocoee
4
4
4
4
4
(0 -5 Points)
4
Certified Minority
Business Enterprise:
Include copy of MBE
Certification
5
3
3
0
5
(0 -5 Points)
0
-
TOTAL POINTS
Points)
(0-100
MEMBER RANKING
Evaluator Name M • -
a
Evaluator Stgnelure _ _ _
RFQ #1401
ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
INDIVIDUAL EVALUATION FORM
Evaluator Name
Evaluator Signature 00 7 190 , 5 1 P. 0221 V. 01—A
Barnes, Ferland and
Associates, Inc.
Dewberry Engineers, Inc.
Inwood Consulting Engineers,
Evaluation Criteria
Akins North America, Inc.
dlbla BFA Environmental
d /bla Dewberry/Bowyer - Singleton
Inc.
Neel- Schaffer, Inc.
Pegasus Engineering, LLC
Experience of the firm &
-
project team: Past
Performance & Experience
of the Firm; Past
Performance & Experience
Of the Team Members,
Past Performance &
Experience with or in the
City; Overall
Experience;Reforences
39
39
(0.40 Points)
38
39
38
38
Ability to Meet Tlme and
Budget Requirements:
Projected Workloads of
"*
the Firm; Affect of Legal
F
Action Against the Firm
18
18
(0 -20 Points)
15
18
17
17
Project Approach: Briefly
describe your Firm's
underslanding of the
T
services requested and
how the firm would
>
accomplish the work.
28
28
(0 - 30 Points)
25
29
21
28
Office Location: Location
'f
of the Office and Proximity
to the City of Ocoee
_
4
(0-6 Points)
4
4
4
4
4
Certified Minority
Business Enterprise:
Include copy of MBE
-
artlffcatron
4
0 -6 Points)
5
3
3
0
$y TTO
§
t
yy
TOTAL POINTS
g
(0.100 Points)
3 82
1 95
83
90
89
94
MEMBER RANKING
1 6
1
5
3
4 1
2
Evaluator Name
Evaluator Signature 00 7 190 , 5 1 P. 0221 V. 01—A
RFQ #1401
ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
CHECKLIST
9/09/14 2:00 PM
RESPONDENT
Submission
Requirements -
Qualifications,
References, Litigation
Acknowledge
Addendum #1
Company /License
Verification
MBE CERT.
Company Info/
Signature Sheet
Office Location
No.
Atkins North America, Inc.
✓
✓
Active
none
✓
Orlando, FL
1
2
I Barnes, Ferland and Associates, Inc.
d/b/a BFA Environmental
✓
✓
Active
Respondent
✓
Orlando, FL
3
Dewberry Engineers, Inc. d /b /a
Dewberry/Bowyer- Singleton
✓
✓
Active
Subconsultant
✓
Orlando, FL
4
Inwood Consulting Engineers, Inc.
✓
✓
Active
Subconsultant
✓
Oviedo, FL
5
Neel- Schaffer, Inc.
✓
✓
Active
none
✓
Maitland, FL
6
Pegasus Engineering, LLC
✓
✓
Active
Respondent
✓
Winter Springs, FL
CITY OF OCOEE
REQUEST FOR QUALIFICATIONS
(RFQ) #1401
ENGINEERING SERVICES FOR
Ocoee West Sanitary Transmission Project
4
2:
A
v n.
MrOTHM
Request for Qualifications, Legal Advertisement
The City of Ocoee, Florida, (City) is soliciting for sealed statements of qualifications for RFQ
41401 Engineering Services for Ocoee West Sanitary Transmission Project. Qualification
Packages will be received at the office of Joyce Tolbert, CPPB Purchasing Agent, Finance
Department/Purchasing, Second Floor, 150 North Lakeshore Drive, Ocoee, Florida 34761 until
2:00 pm, local time, on September 9, 2014. Qualification Packages received after that time will
not be accepted under any circumstances. Sealed qualification packages that have been timely
received will be publicly opened and the name of the responding firms read aloud at that time. A
non - mandatory Pre - Submittal Conference is scheduled for August 19, 2014, at 10:00 am,
local time, at Ocoee City Hall, 150 N. Lakeshore Dr., Ocoee, FL 34761. Prospective
respondents may secure a copy of the documents required for submitting a response through
Onvia /Demandstar by accessing the City's website at httl,):/ /www.ococe.or� under
Finance /Purchasing. Partial sets of the documents required for submitting a response will not be
issued. By using Onvia /Demandstar, prospective respondents will be provided with all
information regarding this RFQ and addendums and changes to the project requirements.
Membership with Onvia /Demandstar is not required to submit a response; fees may apply for
non - members. Persons other than prospective respondents may inspect the documents required
for submitting a response at the Ocoee City Hall City Clerk's Office, 150 N. Lakeshore Drive,
Ocoee, FL 34761. Persons inspecting the documents at the City Clerk's office that request copies
will be required to pay a fee, as prescribed by statute. Beth Eikenberry, City Clerk, August 3,
2014.
RFQ 9 1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 2
CITY OF OCOEE
REQUEST FOR QUALIFICATIONS "RFQ" 41401
ENGINEERING SERVICES FOR
OCOEE WEST SANITARY TRANSMISSION PROJECT
A. INTRODUCTION AND GENERAL INSTRUCTIONS
The City of Ocoee, Florida, in conformance with the Consultants' Competitive
Negotiations Act (CCNA), Florida Statutes Section 287.055, and the policies and
procedures of the City of Ocoee (City) is soliciting statements of qualifications from
qualified professional engineering, engineering /surveying firms /teams that are
interested in providing design, coordination, permitting and bidding services for the
City's " OCOEE WEST SANITARY TRANSMISSION PROJECT ". The project
consists of 21,400 feet of 12" to 20" diameter sanitary sewer forcemain and a regional
master lift station. The City may elect to breakup and /or phase the project. The
project will include coordination with liftstation and hydraulic design efforts (by
others). For more details of the project, the "Ocoee West Wastewater Utility Plan
Study ", dated August 2008 and "Western Force Main Route Study ", dated June 2011,
prepared by Reiss Engineering Inc. is available at:
Responding firms (Respondent) must be experienced in providing engineering
services for projects of a scope and nature comparable to those described. Use of
qualified subconsultants for specialty work is acceptable. To be considered, the firm
shall be qualified by a licensed professional in accordance with Florida State law and
be familiar with all applicable State of Florida, St. Johns River Water Management
District, Orange County, and City land development codes, regulations, and laws, and
with City and Orange County construction standards.
The selected Consultant will assist the City by supplying sanitary sewer transmission
design, coordination, permitting, and bidding services needed to support the
PROJECT. It is anticipated that both geotechnical and professional land survey
services will be needed in support of the design of the PROJECT. Consultant will be
tasked with preparing a detailed scope and necessary support services, where the City
will procure those services utilizing ongoing professional contracts.
2. The City intends to award a contract to one (1) qualified engineering firm, but may
elect to divide the work between multiple qualified engineering firms, to perform the
required services. In determining whether a firm is qualified, the City shall consider
such factors as: the firm's locale and similar project experience, firm's experience
providing similar services, firm's past project performance in terms of scheduling and
budget compliance, abilities of the professional firm's project personnel; and whether
a firm is a certified minority business enterprise.
3. Prospective respondents may secure a copy of the documents required for submitting
a response through Onvia /Demandstar by accessing the City's website at
http: / /�vww.ocoee,M under Finance /Purchasing. Partial sets of the documents
required for submitting a statement of qualifications will not be issued. By using
Onvia /Demandstar, prospective respondents will be provided with all information
RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 3
regarding this RFQ, all addendums and changes to the project requirements; Fees
may apply for non - members. Membership with Onvia /Demandstar is not required to
submit a response.
4. Each qualification package must consist minimally of a cover letter, statement of
qualifications, and company information form (attached at the end of these
instructions). Please also include a copy of all applicable licenses held by firms or
key subconsultants proposing to perform the work. Statements of qualifications must
be limited to a total of forty (40) 8.5 "x 11" pages (including any resumes and 2 -page
cover letter but excluding front and back covers, dividers, table of contents, and
company information form), single- sided, portrait orientation, 12 -point font.
Additional requirements of submissions are supplied below in Section D. Any
qualifications package failing to conform to these specifications is subject to
rejection. The person signing the signature sheet on behalf of the respondent
must have the legal authority to bind the respondent to the submitted
qualification package and shall be understood to do so. All expenses for
providing qualification packages to the City shall be borne by the respondent.
5. Firms, companies and /or individuals interested in providing these services shall
submit one (1) original paper, one (1) paper copy, and four (4) electronic copies
of their qualifications package. The electronic copies shall be submitted in a fully
electronic form on a labeled CD -ROM or USB FLASH DRIVE as an Adobe PDF
file, version 5 or later. Qualification Packages shall be submitted to the City of
Ocoee in one sealed package, clearly marked on the outside with the appropriate RFQ
number and closing date and time, addressed to:
Joyce Tolbert, Purchasing Agent
City of Ocoee
150 N. Lakeshore Drive
Ocoee, Florida 34761
Phone: (407) 905 -3100 x 1516
FAX number: (407) 905 -3194
jtolbert @ci.ocoee.fl.us
No fax or e- mailed submissions will be accepted
6. Qualification packages must be received no later than 2:00 p.m. (local time) on
September 9, 2014. Any qualification packages received after the above -noted time
will not be accepted under any circumstances. Any uncertainty regarding the time a
qualification package is received will be resolved against the Respondent. It shall be
the sole responsibility of the Respondent to have the qualifications package delivered
to the Ocoee City Hall by U.S. mail, hand delivery, or any other method available to
them. Delay in delivery shall not be the responsibility of the City. A qualifications
package received after the deadline shall not be considered and shall be returned
unopened. Any request to withdraw a qualifications package must be addressed in
writing. Such requests must be received by the City prior to the deadline of the
submission.
RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 4
7. Pre - Submittal Conference: A non - mandatory pre - submittal conference is scheduled
for August 19, 2014 at 10:00 A.M., local time, in the City Hall Commission
Chambers, 150 N. Lakeshore Dr., Ocoee, FL 34761. All Respondents will be held
liable for information presented at the pre - submittal conference, as any clarifying
addendums issued as a result of questions asked and answered at the pre- submittal
conference may not be all - inclusive.
The City will receive questions regarding the RFQ only through written inquiries
directed to the Purchasing Agent. Deadline for receipt of written inquiries will be
August 28, 2014 at 2:00 p.m., local time.
8. Potential Respondents should not contact City staff, with the exception of the
Purchasing Agent, or other City consultants or City Commission for information
regarding this RFQ before the project award date. Any contact with any other
member of the City Staff, City Commission, or its consultants during the RFQ,
award, and protest period may be grounds for Respondent disqualification.
9. Action on qualification packages is expected to be taken by the City Commission
within ninety (90) days of the submission opening date; however, no guarantee or
representation is made herein as to the time between receipt of the qualification
package and subsequent City Commission action. A more detailed schedule is given
below.
10. All applicable laws and regulations of the United States, the State of Florida, and the
City of Ocoee will apply to any resulting Agreement. The provisions of the
Consultant's Competitive Negotiations Act (Section 287.055, Florida State Statutes)
shall apply, where applicable.
11. The successful Respondent shall be required to execute an Agreement, in form and
content acceptable to the City, indemnifying and holding harmless the City, its
officials, officers, employees, and agents from all clairns.
12. CONVICTED VENDOR LIST (PUBLIC ENTITY CRIME): 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 proposal on an award to provide any goods or services
to a public entity, may not submit a proposal on an award with a public entity for the
construction or repair of a public building or public work, may not submit proposals
on leases of real property to a public entity, may not be awarded or perform work as a
Contractor, Supplier, Subcontractor, or Consultant under a award with any public
entity, and may not transact business with any public entity in excess of the threshold
amount provided in section 287.017 for Category Two for a period of 36 months
from the date of being placed on the convicted vendor list. [See Florida State Statute
287.133 (2) (a).
13. FLORIDA PUBLIC RECORDS LAW: In accordance with Chapter 119 of the
Florida Statutes, and, except as may be provided by Chapter 119 of the Florida
Statutes and other applicable State and Federal Laws, all Respondents should be
aware that the proposal and the responses thereto are in the public domain and are
available for public inspection. Respondents are requested, however, to identify
RFQ #1401 -ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 5
specifically any information contained in their proposal which they consider
confidential and /or proprietary and which they believe to be exempt from disclosure,
citing specifically the applicable exempting law. All proposals received in response to
this request of proposal become the property of the City of Ocoee and will not be
returned. In the event of an award, all documentation produced as part of the contract
will become the exclusive property of the City.
14. PATENT INDEMNITY: Except as otherwise provided, the successful respondent
agrees to indemnify the City and its officers, agents, and employees against liability,
including costs and expenses for infringement upon any letters patent of the United
States arising out of the performance of this Contract or out of the use or disposal by
or for the account of the City or supplies furnished or construction work performed
hereunder.
Further, the Respondent shall fully indemnify, defend, and hold harmless the City and
its officers, agents, and employees from any suits, actions, damages, and costs of
every name and description, including attorneys' fees, arising from or relating to
violation or infringement of a trademark, copyright, patent, trade secret, unpatented
invention, or intellectual property right. If the bidder uses any design, device, or
materials covered by letters, patent, or copyright, it is mutually agreed and
understood without exception that the bid price shall include all royalties or cost
arising from the use of such design, device, or materials.
15. The City reserves the right to accept or reject any or all proposals, to waive
formalities, technicalities or irregularities, to request clarification of information
submitted in any proposal, or to re- advertise for new proposals. The City may accept
any item or group of items of any proposal, unless the Respondent qualifies its
proposal by specific limitations. The City may accept one or more proposals if, in the
City's discretion, the City determines that it is in the City's best interest to do so.
The City reserves the right to award the contract to the Respondent which, in the
City's sole discretion, is the most responsive and responsible Respondent The City
reserves the right, as an aid in determining which proposal is responsible, to require a
Respondent to submit such additional evidence of Respondent's qualifications as the
City may deem necessary, and may consider any evidence available to the City of the
financial, technical, and other qualifications and abilities of a Respondent, including
past performance (experience) with the City and others. The City Commission shall
be the final authority in the selection of any and all proposals.
B. INSURANCE TERMS AND CONDITIONS
The successful respondent shall be required to provide evidence of both General (Public &
Property) Liability and Professional (Design Errors and Omissions) Liability Insurance in
the form of a certificate of insurance issued on behalf of the City of Ocoee and naming the
City as an additional insured, by companies acceptable to the City at the minimum limits
and coverages listed below with deductible amounts acceptable to the City. The selected
consultant shall not commence any work in connection with an Agreement until all of the
following types of insurance have been obtained and such insurance has been approved by
the City, nor shall the consultant allow any subconsultant to commence work on a
RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
subcontract until all similar insurance required of the subconsultant has been so obtained
and approved. Policies other than Workers' Compensation shall be issued only by
companies authorized by subsisting certificates of authority issued to the companies by the
Department of Insurance of Florida which maintain a Best's Rating of "A" or better and a
Financial Size Category of "VII" or better according to the A.M. Best Company. Policies
for Workers' Compensation may be issued by companies authorized as a group self - insurer
by F.S. 440.57, Florida Statutes.
1. Loss Deductible Clause: The City shall be exempt from, and in no way liable for, any
sums of money which may represent a deductible in any insurance policy. The
payment of such deductible shall be the sole responsibility of the General Consultant
and /or subconsultant providing such insurance.
2. Workers' Compensation Insurance The Consultant shall obtain during the life of this
Agreement, Worker's Compensation Insurance with Employer's Liability Limits of
$500,000 /$500,000 /$500,000 for all the Consultant's employees connected with the
work of this project and, in the event any work is sublet, the Consultant shall require
the subconsultant similarly to provide Workers' Compensation Insurance for all of the
latter's employees unless such employees are covered by the protection afforded by the
Consultant. Such insurance shall comply fully with the Florida Workers'
Compensation Law. In case any class of employees engaged in hazardous work under
this contract for the City is not protected under the Workers' Compensation statute, the
Consultant shall provide, and cause each subconsultant to provide adequate insurance,
satisfactory to the City, for the protection of the Consultant's employees not otherwise
protected. Include Waiver of Subrogation in favor of the City of Ocoee.
3. Consultant's Public Liability and Property Damage Insurance The Consultant shall
obtain during the life of this Agreement COMMERCIAL AUTOMOBILE
COVERAGE, this policy should name the City of Ocoee as an additional insured, and
shall protect the Consultant and the City from claims for damage for personal injury,
including accidental death, as well as claims for property damages which may arise
from operations under this Agreement whether such operations be by the Consultant or
by anyone directly or indirectly employed by the Consultant, and the amounts of such
insurance shall be the minimum limits as follows:
4. Automobile Bodily Injury Liability & Property Damage Liability
• $1,000,000 Combined single limit per occurrence (each person, each accident)
• All covered automobile will be covered via symbol I
• Liability coverage will include hired & non -owned automobile liability
• Include Waiver of Subrogation in favor of The City of Ocoee
5. Comprehensive General Liability (Occurrence Form) - This policy should name the
City of Ocoee as an additional insured and should indicate that the insurance of the
Consultant is primary and non - contributory.
• $2,000,000 GENERAL AGGREGATE
• $2,000,000 PRODUCTS- COMPLETED OPERATIONS AGGREGATE
• $1,000,000 PER OCCURRENCE
• $1,000,000 PERSONAL & ADVERTISING INJURY
RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 7
• Include Waiver of Subrogation in favor of the City of Ocoee
Subconsultant's Comprehensive General Liability Automobile Liability and Worker's
Compensation Insurance The Consultant shall require each subconsultant to procure
and maintain during the life of this subcontract, insurance of the type specified above
or insure the activities of these subconsultants in the Consultant's policy, as specified
above.
Owner's Protective Liability Insurance (Not applicable for Engineering Services). As
applicable for construction projects, providing coverage for the named insured's
liability that arises out of operations performed for the named insured by independent
consultants and are directly imposed because of the named insured's general
supervision of the independent consultant. The Consultant shall procure and furnish an
Owner's Protective Liability Insurance Policy with the following limits: $1,000,000,
and per occurrence, $2,000,000. Aggregate and naming the City of Ocoee as the
Named Insured.
Contractual Liability If the project is not bonded, the consultant's insurance shall
also include contractual liability coverage to insure the fulfillment of the contract.
NOTE: PUBLIC LIABILITY INSURANCE AND AUTOMOBILE LIABILITY
INSURANCE, THE CITY SHALL BE NAMED AS ADDITIONAL INSURED.
• $1,000,000 PER OCCURRENCE
• $2,000,000 AGGREGATE
Commercial Umbrella:
• $1,000,000 PER OCCURRENCE
• $2,000,000 Aggregate
• Including Employer's Liability and Contractual Liability
Builders Risk: (Not Applicable for Engineering Services).
• $100,000 Any (1) Location
• $1,000,000 Any (1) Occurrence
(remainder of page left blank intentionally)
RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
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City of Ocoee .
150 N. Lakeshore Drive
Ocoee FL 34761 - 2258 AUTRONtlEDRURESEN*.TNE
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9. Certificates of Insurance Certificate of Insurance Form (see sample, above), naming
the City of Ocoee as an additional insured will be furnished by the Consultant upon
notice of award. These shall be completed by the authorized Resident Agent and
returned to the Office of the Purchasing Agent. This certificate shall be dated and
show:
• The name of the Insured consultant, the specific job by name and job number,
the name of the insurer, the number of the policy, its effective date, and its
termination date.
• Statement that the Insurer shall mail notice to the Owner at least thirty (30)
days prior to any material changes in provisions or cancellation of the policy,
RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 9
except ten (10) days written notice of cancellation for non - payment of
premium.
C. SCOPE OF SERVICES
The City of Ocoee, Florida, in conformance with the Consultants' Competitive
Negotiations Act (CCNA), Florida Statutes Section 287.055, and the policies and
procedures of the City of Ocoee (City) is soliciting statements of qualifications from
qualified professional engineering, engineering /surveying firms /teams that are interested in
providing design, coordination, permitting and bidding services for the City's "OCOEE
WEST SANITARY TRANSMISSION PROJECT " . The project consists of 21,400 feet of
12" to 20" diameter sanitary sewer forceinain and a regional master lift station. The City
may elect to breakup and /or phase the project. The project will include coordination with
liftstation and hydraulic design efforts (by others). For more details of the project, the
"Ocoee West Wastewater Utility Plan Study ", dated August 2008 and "Western Force
Main Route Study ", dated June 2011, prepared by Reiss Engineering Inc. is available at:
http: / /www.ocoee.org /Departments /PU/ .
Responding firms (Respondent) must be experienced in providing engineering services for
projects of a scope and nature comparable to those described. Use of qualified
subconsultants for specialty work is acceptable. To be considered, the firm shall be
qualified by a licensed professional in accordance with Florida State law and be familiar
with all applicable State of Florida, St. Johns River Water Management District, Orange
County, and City land development codes, regulations, and laws, and with City and Orange
County construction standards.
The selected Consultant(s) will assist the City by supplying sanitary sewer transmission
design, coordination, permitting, and bidding services needed to support the PROJECT. It
is anticipated that both geotechnical and professional land survey services will be needed in
support of the design of the PROJECT. Consultant will be tasked with preparing a detailed
scope and necessary support services, where the City will procure those services utilizing
ongoing professional contracts.
D. SUBMITTALS
Qualifications packages shall be designed to portray to the City how the respondent's
services can best match the knowledge, skills, and abilities suggested by the anticipated
Scope of Services given above. In order for the City to evaluate the qualification package,
each Respondent shall provide information relative to their ability to provide services that
will best meet the needs of the City. The required submission materials include the
following:
I. Firm's Qualifications
• List of all firm's employees, their qualifications, and their role in providing the desired
City services.
• Firm's and employee's certifications and registration with regulatory agencies,
professional organizations, etc.
RFQ 41401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 10
• List firm's sub - consultants, their qualifications, and their role in this project.
• List of firm's other current or recently completed similar services within the past two 2
years with other public or private agencies.
• List and quantity of firm's (and firm's sub - consultants' if applicable) equipment
including survey instruments, computers, plotters, vehicles, etc.
• List of at least three (3) client references to include organization name, contact person,
telephone number (s), and e -mail address.
• Project Manager education, experience and any special consideration
• Key Project Members education, experience and any special consideration
• Firm's Project organization and coordination structure
II. Firm's Office Location & Other Forms (not included in page limit)
• List the location of all offices (firm and sub - consultants) involved with this project and
approximate distance (in miles) and time (in hours) to City Hall.
• Company Information /Signature Sheet p. 14.
• Receipt of any addenda issued.
• MBE Certification
• Summary of Litigation, if none please so state. Provide a summary of any litigation,
claim(s), bid or contract dispute(s) filed by or against the Firm in the past five (5) years
which is related to the services that the Firm provides in the regular course of business.
The summary shall state the nature of the litigation, claim, or contact dispute, a brief
description of the case, the outcome or projected outcome, and the monetary amounts
involved.
E. TIME SCHEDULE
The anticipated schedule of events related to this solicitation is:
Date of RFQ
Request for qualifications published
25 days later
Last day for questions
37 days later
Statements of qualification are due
39 days later
Qualification statements distributed to evaluation committee
53 days later
Evaluation committee meeting held
Next meeting
Short -list of ranked firms recommended to City Commission
Dates are estimated and subject to change at the City's discretion.
F. SELECTION PROCESS
The criteria for selection shall be based on the criteria listed above, including the
firm's qualifications, location, past performance, and reference check. The City
reserves the right, before awarding the contract, to require a Respondent to submit
such evidence of its qualifications, as the City may deem necessary and may require
oral presentations of firms. The City shall be the sole judge of the competency of
Respondents.
RFQ 41401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 1 I
2. A City evaluation committee will evaluate each respondent's qualifications and will
short -list and recommend to the City Commission up to three firms in ranked order of
qualifications based upon the selection committee's evaluation of the proposals and
any client references. All Respondents shall be notified via Onvia /Demandstar or
other means of staff's recommended ranking of firms to the City Commission. The
City Commission's decision to endorse or modify the ranking by staff shall be final.
3. The City will apply the negotiation requirements of Section 287.0055, Fla. Stat.,
(a.k.a., CCNA). The City will attempt to negotiate an agreement with the top- ranked
Respondent. If no agreement is reached with the top- ranked Respondent, negotiations
will be terminated and initiated with the second - ranked Respondent, and so on, until
an agreement is reached.
4. The successful Respondent shall be required to execute an agreement which provides,
among other things, that all plans, drawings, reports, and specifications that result
from Respondent's services shall become the property of the City. Upon the
successful negotiation of an agreement, a formal contract will be prepared and
subsequent executed by both parties.
Evaluation Criterion
Maximum
Points
1. Experience /References of the firm and project team
• Past Performance and Experience of the Firm
• Past Performance and Experience of the Team Members
• Past Performance and Experience with or in the City
40
• Overall Experience
• References
2. Ability to Meet Time and Budget Requirements
• Projected Workloads of the Firm
20
• Affect of Legal Action Against the Firm
3. Project Approach
• Briefly describe your Firm's understanding of the services requested
30
and how the firm would accomplish the work.
4. Office Location
• Location of the Office and Proximity to the City of Ocoee
5
5. Certified Minority Business Enterprise
• Include Copy of MBE Certification
5
100
G. WORK ASSIGNMENT PROCEDURES
RFQ 9 1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 12
The firm selected by the City will provide professional engineering services for design,
coordination, permitting and bidding services for the City's Ocoee West Sanitary
Transmission Project. No work shall commence until the verification of the issuance of
the purchase order or other authorization document.
Invoicing for completed work or progress billing shall be submitted to the requesting
Utilities Department for processing and submission for payment by the Finance
Department with a copy to:
Accounts Payable
Finance Department
City of Ocoee
150 N. Lakeshore Drive
Ocoee, Florida 34761
H. BID PROTESTS
All Bid Protests shall be submitted to the Purchasing Agent in the following manner:
A Bidder shall file a written bid protest under this Article or be barred any relief; oral
protests shall not be acknowledged.
A bid protest shall be limited to the following grounds: (a) issues arising from the
procurement provisions of the Project Manual, its addenda, and other bidding documents;
and /or (b) applicable federal, state, or local law. No bid protest may be based upon
questions concerning the design documents (drawings and specifications). The Bidder
shall clarify all questions concerning the design documents of the project prior to
submitting its bid.
The content of the bid protest shall fully state the factual and legal grounds for the protest
and the legal basis for the relief requested.
The bid protest shall be filed with the Purchasing Agent not later than three (3) calendar
days after the posting of the notice of intent to award or recommendation of award by staff,
whichever is earlier.
The Purchasing Agent, on behalf of the City, shall make a determination of the merits of
the protest not later than five (5) business days after receipt of the protest. If the City
denies the protest, the City may proceed with award of the contract unless enjoined by
order of a court of competent jurisdiction.
END OF INSTRUCTIONS
RFQ 41401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 13
COMPANY INFORMATION /SI GNATURE SHEET RFQ 41401
FAILURE TO COMPLY WITH THESE RFQ INSTRUCTIONS WILL RESULT IN DISQUALIFICATION OF
YOUR QUALIFICATION PACKAGE. PLEASE SIGN BELOW ATTESTING THAT YOU HAVE READ AND
UNDERSTAND ALL RFQ INSTRUCTIONS AND THAT YOU UNDERSTAND THAT THE SUCCESSFUL
RESPONDENT WILL BE REQUIRED TO ENTER INTO A LEGALLY BINDING CONTRACT WITH THE
CITY OF OCOEE.
COMPANY NAME
TELEPHONE (INCLUDE AREA CODE)
FAX (INCLUDE AREA CODE)
E- MAIL, ADDRESS
AUTHORIZED SIGNATURE (manual)
NAME /TITLE (PLEASE PRINT)
STREET ADDRESS
IF REMITTANCE ADDRESS IS DIFFERENT
FROM PURCHASE ORDER ADDRESS,
PLEASE INDICATE BELOW:
CITY STATE ZIP
FEDERAL ID 4
Individual Corporation Partnership _Other (Specify)_
Sworn to and subscribed before me this day of _ 1 20
Personally Known _ _ or
Produced Identification
Notary Public - State of
(Type of Identification) County of
Signature of Notary Public
Printed, typed or stamped
Commissioned name of Notary Public
RFQ 41401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 14
M
S. Scott Vandergrift
City Man ager
Robert Frank
September 3, 2014
� r
fIorida
Commissioners
John Grogan, District 1
Rosemary Wilsen, District 2
Rusty Johnson, District 3
Joel F. Keller, District 4
ADDENDUM NO: ONE (1)
CITY OF OCOEE RFQ #1401
ENGINEERING SERVICES FOR OCOEE WEST SANI'T'ARY TRANSMISSION PROJECT
This addendum consists of two 2 pages, and shall modify and become a part of the original RFQ documents for Engineering
Services for Ocoee West Sanitary Transmission Project. Respondents shall acknowledge receipt of this Addendum in the space
provided on this Addendum. Failure to do so may subject the Respondent to disqualification. The RFQ due date remains the same.
The following Documents have been posted to Demendstar:
I. Pre - Submittal Conference Sign -in Shect 8/19/14
2. Presentation at Pre - Submittal Conference 8/19/14
3, Bluford Avenue Stormwater and Utility Improvements Project Drawings
Amendments and /or Clarifications to the RFQ documents are as follows:
Clarification #1
Firm shall be considered "FIRM /TEAM" when referenced within Request for Qualifications (RFQ) 9 140 1. "FIRM /"TEAM"
shall include all sub - consultants to support prime Consultants work.
Clarification #2
Incidental to and in support with, the City has cause two portions of the project (pre - staged work) to be design and permit
and shall, if in the best interest of the City and other mutual parties, cause the construction of those portion of the project
before /or during the Consultant design efforts. Consultant shall be required to coordinate with City and others all pre - staged
work.
Clarification #3
As indicated in Table "Evaluation Criterion" Page 12 responders to the RFQ should include a "Project Approach ". Failure to
provide a project approach will result in no points awarded for that category.
Amend #1: "C, Scope of Services"
Original:
The selected Consultant will assist the City by supplying sanitary sewer transmission design, coordination, permitting, and
bidding services needed to support the PROJECT. It is anticipated that both geoteehnical and professional land survey
services will be needed in support of the design of the PIZOIECT. Consultant will be tasked with preparing a detailed scope
and necessary support services, where the City will procure those services utilizing ongoing professional contracts.
Shall be replaced with:
The selected Consultant will assist the City by supplying sanitary sewer transmission design, coordination, permitting, and
bidding services needed to support the PROJECT which shall incl ude all _needed sub consulta ser to support the efforts
of the Consultan
City of Ococe • 150 N Lakeshore Drive • Ocoee, Florida 34761
phone: (407) 905 -3100 • fax: (407) 905 -3 194 • www.ocoee.org
Amend #2: 'T Firm's Qualifications"
Original:
• List of all firm's employees, their qualifications, and their role in providing the desired City services.
• Firms and employee's certifications and registration with regulatory agencies, professional organizations, etc.
• List firm's sub - consultants, their qualifications, and their role in this project.
• List of firm's other current or recently completed similar services within the past two 2 years with other public or private
agencies.
• List and quantity of firm's (and firm's sub - consultants' if applicable) equipment including survey instruments, computers,
plotters, vehicles, etc.
• List of at least three (3) client references to include organization name, contact person, telephone number (s), and e -mail address.
• Project Manager education, experience and any special consideration
• Key Project Members education, experience and any special consideration
• Firm's Project organization and coordination structure
Shall be replaced with:
• List of all firm's employees, their qualifications, and their role in providing the desired City services.
• Firm's and employee's certifications and registration with regulatory agencies, professional organizations, etc.
• List firm's sub - consultants, their qualifications, and their role in this project.
• List of firm's other Current or recently completed similar set-vices within the past t_iv_e L5)years with other public or private
agencies.
• List and quantity of firm's (and firm's sub - consultants' if applicable) equipment including survey instruments, computers,
plotters, vehicles, etc.
• List of at least three (3) client references to include organization name, contact person, telephone number (s), and e -mail address.
• Project Manager education, experience and any special consideration
• Key Project Members education, experience and any special consideration
• Firm's Project organization and coordination structure
a
�� e l ��
Jo Tolbert, CPPB
Purchasing Agent
cc: Evaluation Committee
All respondents shall acknowledge this addendum in your qualification package by completing the section below and including
in Section II- Firm's Office Location & Other Forms.
Respondent:
Signatru•e: _ - --
Name:
Title
RFQ 1401 — Addendum # 1 2
COPY
Engineering Services for
Ocoee West Sanitary Transmission Project
Presented to:
City of Ocoee
150 North Lakeshore Drive.
Ocoee, Florida 34761
Presented by:
. �t�.�. Environme C
Barnes, F°arland aril Associates, Inc_
1230 Hillcrest Street
Orlando, Florida 32803
September 9, 2014
14MRW
CONTENTS
Cover Letter
Section 1 Firm's Qualifications
1.1 Proposed Prime Team Members ...................................... ............................... 1 -1
1.2 Professional Registrations and Certifications ................... ............................... 1 -4
1.3 Proposed Subconsultant Team Members ........................ ............................... 1 -6
1.4 Current or Recently Completed Similar Projects .............. ............................... 1 -9
1.5 Team Software and Equipment ...................................... ............................... 1 -12
1.6 Client References ............................................................ ............................... 1 -14
1.7 Resumes .............................................................................. ...........................1 -15
1.8 Organizational Chart ....................................................... ............................... 1 -30
1.9 Project Approach ............................................................ ............................... 1 -31
1.10 Current and Projected Workloads .................................. ............................... 1 -39
Section 2 Firm's Office Location and Other Forms
2.1 Office Location (firm approximate distance in miles and time to City Hall)
2.2 Company Information / Signature Sheet
2.3 Acknowledgement of Addenda
2.4 Minority Certification
2.5 Summary of Litigation
i `
-HLRA . Environmental Consultants
Barnes, Ferland and Associates, Inc.
September 9, 2014
Ms. Joyce Tolber, Purchasing Agent
City of Ocoee
150 N. Lakeshore Drive
Ocoee, Florida 34761
SUBJECT: Request for Qualifications (RFQ) #1401
Engineering Services for Ocoee West Sanitary Transmission Project
Dear Ms. Tolbert,
Barnes, Ferland and Associates, Inc. (BFA) is pleased to submit this Letter of Interest to the City
of Ocoee for providing engineering services for the Ocoee West Sanitary Transmission Project.
We are excited about the opportunity to be of service to the City of Ocoee.
BFA is a civil engineering, environmental engineering, hydrogeological consulting and survey
firm established in 1994 to meet the growing need for utilities and environmental consultants.
We are a certified minority business enterprise with the State of Florida and numerous other
local government agencies. Our firm's Orlando office has the capabilities and experience to
provide the City with the range of engineering and surveying services required for this project.
Our Orlando office is staffed by- professionals who have dedicated their careers specifically to
the development of innovative and effective solutions for planning, design and construction of
municipal sanitary, potable water and reclairned water pipeline projects.
Our home office is located about 25 minutes from the City Hall. Our approach is focused on
providing value and timely services from a knowledgeable and capable staff of professionals.
We believe we can provide the City significant advantages for this project including:
• A Project Team who have worked in Central Florida for 30 years;
• An abundance of previous wastewater, water and reclaimed water pipeline design and
construction experience;
• An experienced team of professional engineers who have focused their careers on
public utilities.
The contents of this submittal are true and accurate and express our strong desire to work with
the City of Ocoee. We appreciate your consideration and look forward to the opportunity to
work with the City of Ocoee.
Sincerely
r
Barne$,/ er an arid/ ss bates, Inc.
Daniel L: en, P.E.
Senior Vice President
1230 Hillcrest Street . Orlando, FL
Office (407) 896 -8608 • Fax (407) 896 -1822
SECTION 1'
FIRM'S QUALIFICATIONS
1.1 Proposed Prime Team Members
Barnes, Ferland and Associates, Inc. (BFA) is a civil /environmental engineering, hydrogeological consulting,
and surveying/mapping firm that specializes in the design and construction management of water,
wastewater, and reclaimed water infrastructure improvements. BFA, incorporated in 1994, is a certified
minority business with the State of Florida and numerous local government agencies including Orange
County and the City of Orlando. We are committed to providing reliable, responsive, cost - effective, and high -
quality design services to our municipal /utility clients. BFA is a Florida firm with its main headquarters in
Orlando, Florida. BFA's Orlando -based water /wastewater group is staffed by five (5) professional engineers
who have dedicated their careers specifically to the development of innovative and effective solutions for the
planning, design, and construction of municipal water and wastewater projects. Our staff also includes two
project engineers, two professional geologists, a professional hydrologist, a professional surveyor, a SUE
utility coordinator, two (2) environmental scientists, and eleven (11) technical and administrative support
staff. Since BFA's inception, our focus has been on building trust, and providing exceptional service and
attention to our clients.
We have assembled a project team comprised of individuals and subconsultants who are fully experienced in
the design, permitting and bidding activities necessary to successfully deliver a large diameter transmission
main project. Our company has been providing similar services to those requested in the RFQ for the past 20
years, since its incorporation in 1994. Our proposed engineering team has provided similar services over the
past 30 years throughout Central Florida including many large diameter transmission main projects.
Daniel L. Allen, PE, will serve as Principal -in- Charge and 0,A/QC Officer. Mr. Allen, Senior Vice President, has
over 31 years experience in the design, permitting and construction of potable water, wastewater and
reclaimed water pipelines. Daniel's specific pipeline experience includes over 41 miles of 12 -inch to 36 -inch
transmission mains. He served as project manager for Orange Count's Eastern Regional Water
Transmission System Improvements which included 37,000 feet of 20 -inch and 24 -inch water mains and
37,000 feet of 12-inch, 16-inch and 24 -inch force mains. Recently, Daniel served as project manager on the
design and construction of 4,000 feet of 30 -inch wastewater force main along Sand Lake Road, the
replacement of the two (2) 54 -inch influent mains at the South WRF and 6,840 feet of 12-inch, 16-inch and
24 -inch water transmission mains along Apopka Boulevard. He will provide our commitment to the City that
all necessary resources and technical expertise are available to consistently provide superior products and
meet established schedules. He will ensure the Team continually exceeds the expectations of the City in all
phases of the project.
Geoff Hennessy, PE will serve as our Team's Project Manager. Geoff has over 29 years of engineering
experience, including planning, design, permitting, bidding and construction of potable water, wastewater
and reclaimed water transmission pipelines. He has managed and /or designed more than 130 miles of
water, wastewater and reclaimed water system pipelines for municipal clients with a construction value of
over $55 million. Over 14% miles were designed specifically for City of Ocoee. Geoffs recent pipeline design
projects include Orlando /OUC's Marks Street Sewer and Water Main Improvements including 5,140 feet of
8 -inch to 15 -inch sewer and 4,630 feet of 8 -inch to 20 -inch water main and Orange County's West SR 50
utilities Improvements including 10,500 feet of 6 -inch and 8 -inch force main; 2,000 feet of 42 -inch water
main; 5,300 feet of 16 -inch water main and 1,200 feet of 12 -inch sanitary sewer. Geoff will be directly
involved in and responsible for, the day -to -day decision - making and coordination with the City's personnel.
Cynthia Malone, PE will serve as our Team's Project Engineer. Cynthia has over 16 years of experience
related to the planning, design, permitting, bidding and construction of potable water and reclaimed water
transmission pipelines for municipal clients. She has participated in the design of over 10 miles of pipeline
projects for the City of Ocoee. She will be directly involved in the day -to -day project coordination with the
City's personnel and design implementation.
Geoff and Cynthia have continuously worked together as a Project Manager and Project Engineer team for
over 15 years. During this time, they have completed the design, permitting and construction administration
of many large diameter wastewater, water and reclaimed water pipeline projects in municipal corridors
similar to that contemplated by this RFQ including but not limited to:
• City of Ocoee -Old Winter Garden Road /Professional Parkway Utility Relocations & Improvements:
Design, permitting and construction phase services for relocation of 6,000 feet of 6 -inch through 12 -inch
water main, 1,400 feet of 6 -inch force main, and installation of 5,900 feet of 4-inch through 16 -inch
reclaimed water main. The utility relocation and improvements were designed and constructed in
conjunction with the City's Professional Parkway road widening and storm drainage improvements.
• City of Ocoee - Reclaimed Water Mains, Phase I & II: Completed the design of 9,300 feet of 16 -inch
reclaimed water main and 2,100 feet of 12 -inch reclaimed water main as part of the City's Reclaimed
Distribution Program. The project included eleven directional drills ranging in size from 8 -inch to 16 -inch.
• City of Ocoee -Water Transmission Mains, Phase I, II & II: Completed the design and permitting of a
Citywide water distribution improvement project. The project included 23,500 feet of 12 -inch water
main and 4,400 feet of 16 -inch water main.
• Orange County's Sand Lake Road Force Main Improvements for construction of 6,500 feet of 16 -inch,
20 -inch and 24-inch force mains, including a 200 ft. long 20 -inch diameter HDPE directional drill under
the Sand Lake cross culverts.
• City of Orlando's Baldwin Park Reclaimed Water Transmission Main for the construction of 10,100 feet
of 24 -inch reclaimed water main, including a 190 ft. long 24 -inch diameter HDPE directional drill across
Curry Ford Road, and a 340 ft. long 24 -inch diameter HDPE directional drill across East Colonial Drive.
• City of Tiitusville's SR 405 Utility Improvements for construction of 11,500 feet of 20 -inch and 9,600 feet
of 16 -inch reclaimed water main, 11,500 feet of 12 -inch force main, and 6,700 feet of 12 -inch water
main. The project included 14 separate triple bore & jack crossings across SR 407, US-1, CSX railway
and numerous side streets, one subaqueous creek crossing with triple pipes, and two separate 16 -inch
diameter HDPE reclaimed water directional drills.
• Seminole County Utilities' SR46 Reclaimed Water Transmission Main for the construction of 13,000 feet
of 20 -inch reclaimed water main including two bore & jacks and three 20 -inch diameter HDPE
horizontal directional drills.
1 -2
• Orange County/s Curry Ford Road Extension and Alafaya Trail Water Transmission Mains for 20,100 feet
of 36 -inch water main, 7,000 feet of 24 -inch water main, 4,700 feet of 24 -inch water main, 2,800 feet
of 20 -inch water main, and 4,500 feet of 12 -inch force main including a 550 ft. long 36 -inch diameter
HDPE directional drill under the Little Econ River.
• Orange Count's Dr. Phillips Blvd. Utility Improvements for construction of 12,400 feet of 18 -inch gravity
sanitary sewer, 8,000 feet of 16 -inch reclaimed water main and 5,300 feet of 12 -inch water main from
Conroy Road to Sand Lake Road.
Willie Thomas, PE, will provide engineering and design support. Willie has 20 years' experience in the
design, permitting and construction of potable water, wastewater and reclaimed water pipelines. Recent
similar pipeline transmission projects include: Apopka Boulevard Water Transmission Mains; Kirby Smith
Road Reclaimed Water Main and Golfway Blvd. Force Main Improvements. Other pipeline transmission
projects he has engineered include GOAA's Heintzelman Blvd. Utilities Project; the City of Belleviev✓s Spruce
Creek Reclaimed Water Main; Orange County's Holden Heights Infrastructure Improvements Phases II and
III; and most recently, Toho Water Authority's Pleasant Hill Road Water Main Extension.
Erin Giblin, PE, will provide engineering and design support. Erin has 12 years' experience in utilities systems
planning, design, permitting and construction. She has served as project engineer on a number of recent
pipeline projects including the Holden Heights Infrastructure Improvements Phases II and III and the Wekiva
Manor /Clearview Heights Water System Improvements. Erin was also the project engineer for the design
and construction of 4,000 feet of 30 -inch wastewater force main along Sand Lake Road.
Frank Gidus, LEP, will provide ecological support if required. Frank has over 20 years' experience as an
environmental scientist. He is highly experienced and skilled at executing multi - parameter ecological and
environmental assessments, wetland impact permitting, wetland jurisdictional determinations and
endangered /threaten species evaluations and permitting including gopher tortoise capture and off -site
relocation. Frank recently performed the environmental and ecological services in Orange County for the
Southern Water Transmission Mains project including environmental evaluation /assessment of 3 -1/2 miles
of the pipeline corridor.
William Miller, PSM, will supervise the survey and mapping effort. With over 45 years of survey experience,
all within the State of Florida and 32 years in Orange County, Bill has a very broad range of skills that span
almost every aspect of land surveying for pipeline design. He will be responsible for the survey and mapping
aspects of the project including directing our subsurface utility exploration (SUE) crews. Bill has worked on
several City of Ocoee projects and is very familiar with the City's survey standards. He currently leads our
team in providing continuing survey services to the City. He recently completed the 5 miles long design
survey for the Lee Vista Blvd. to Innovation Way Transmission Mains and performed both design survey and
SUE for the Marks Street Sewer and Water Main Project. Our in -house SUE capabilities, led by Mr. Dave
Ragland, will locate existing utilities along the project corridors. Dave has 20 years' experience in utility
location and field coordination in Central Florida, and is proficient in the use of BFA's state -of- the -art
electronic and GPR sub - surface locating and vacuum excavation equipment.
1 -3
1.2 Professional Registrations and Certifications
Barnes, Ferland and Associates, Inc. is a Corporation formed in the State of Florida. BFA
Environmental is a Fictitious Name filed under the Corporation. Copies of our Certification from
the Florida Secretary of State are provided below. Also provided are copies of our Professional
Licenses.
State of Florida
Department of 'Strrte
I certify Gun, the record, of 0u. I ice that UAK\ES. F I,RL.AND AND
ASSCx'IATES, INC. in a c. +tl4 +rs ion organlaed nnrler It. 13 10he Slam of
HIH,U, filed Dn Aptil 3, 1994.
'Itte documoN numtxr of 0 i, ccq —1i"i rs P94000076169,
1 fluthar c tilj du,t nud-1 —ticu Ina I.,id all fee, du .e e Ihia efli Ihnmgh
I,— nl r 31, 204, that it, mess r an+urd rq-t m+if ml b,.i —, report
filed WI imnlmy 14. '_011 and Ile w:an" is active
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State of Florida
Board of Professional Engineers'
Attc.ls a,a,
Barnes, Ferland And Associates, Inc,
h omhorhed under the pro.ldon. of S n {71,023, Florida Seamen, co offer englncedng cc i—
rothe pubtk though o r{orwional Fngin «r, duly lic—cd under Chopin, 471, rlorldu Stommi.
FxpUa,kn: ?!'g/20I5 CA Uc No:
Audit No: 22'82111502708 Cl..Ilk— of A.th.,i,.ti 6899
1 -4
State of Florida
Departinent of State
I certify from the records of this office that BFA f{NVIRONMGN'fAL is
a Fictitious Name registered with the Department of State on April 2,
2007.
'1 lie Registration Number of this Pictitimu Narne is 607092700160.
1 further certify that said Fictitiou. Nine Registration is active.
1 father ccilifi' that said Fictitious Name Registration filed a renewal on
DccemN , r 10, 2012, and cspires on Deec nKr 31, 2017,
ch'. ..d—q haAJ uxJSFremt J
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STATE OF FLORIDA DEPARTME OF PROFESSONAL GEOLOGISTSEGUUTtOtI
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state of Flor l
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Board of Professional Engineers
amed bebv IS CERTIFIED
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Daniel Lord Allen, P.E.
BARNEB. FERLANDANDASSOCIATES, INC
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ORLANDO FL 32803
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is licensed as o Professional Engineer under Chapter 471, Florida SCO[UCeb
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E.piroi— 2282015 P.L Lk, No
Audi, No: 2282015(5233 32891
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State of Florida
Board of Professional Engineers
Attet IT that
Geoffrey J. Hennessy, P.E.
i
Is licensed as a Professional Engineer under Chapter 471, Florida Stotutes
Erpi,atioo: 2282015 P.E. Lk. No
Audit No: 228201506599 58637
State of Florida
Board of Professional Engineers
Aae,iu tho,
Willie Ervin Thomas, P.E.
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
&pimti- 22812015 PY Lit. No:
Audit No: 228201522702 57612
Pn2tv'x4lutz15crnyol and !lap P!r tlaaxo
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1 -5
State of Florida
Board of Professional Engineers
Aaem that
Cynthia Knox Malone, P.E.
A'
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
E.pitotion'. 2/28!2015 P.E. Lit. No:
Audit No: 228201527663 58685
State of Florida
Board of Professional Engineers
Av— [I.,
Erin Joanne Giblin, P.E.
Adk
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
E.pi.mron: WM015 PY lit. No
Audit No: 228201528974 6FA65
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1.3 Proposed Subconsultant Team Members
We have complimented the abilities of our own staff with those of our Subconsultant, Antillian Engineering
Associates, Inc., to provide geotechnical engineering services. Antillian Engineering Associates, Inc. was
selected because of their previous experience and outstanding performance on previous projects with BFA.
Antillian Engineering Associates, Inc. is considered an expert in their field and adds significant value to the
BFA Project Team. They provide comprehensive technical support in the fields of geotechnical engineering.
Their clients include civil engineers and other design professionals engaged in the design, construction,
operation and maintenance of public works, commercial and industrial facilities and mining. Their project
experience includes a broad spectrum of utility pipelines, structural foundations, bridges, highways,
stormwater management facilities, commercial developments, airports and storage tanks. In the 14 years
since their office opened in Orlando, they have successfully served the City of Orlando and other clients on
more than 700 projects throughout the state of Florida and the Caribbean basin. Antillian Engineering
Associates, Inc. is certified as a Minority Business Enterprise (MBE) by Orange County, the City of Orlando,
The State of Florida Commission on Minority Economic and Business Advancement and is recognized as a
Disadvantaged Business Enterprise (DBE) by the Florida Department of Transportation.
Antillian Engineering Associates, Inc. will assist our Team by providing geotechnical engineering services. Mr.
Peter Suah, PE will serve as Antillian's Project Manager. Peter has 30 years of experience as a geotechnical
engineer and has worked with BFA on over twenty previous pipeline projects.
Provided below are Professional Licenses and MBE Certification for Antillian, followed by Peter Suah's
resume.
State of Flor ida
Board of Professional Engineers
Aura. i6«
Peter Gregory Suah, P.E.
I licensed as a Professional Engineer under Chapter 471, Florido Statutes
1'q mo212E1C15 P.E Iic.Na
Auda Na 22HTG152 Cr059 49:0
State of Florida
Boord of Professionol Engineers
.All —, It
Antillian Enqineerinq Associates, Inc.
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State of Fl orida
Btomncss Certification
or sip'
Antillian Engineering Associates, Inc.
is certified under the provisions of
287 and 29118 Florida Statutes for a period from!
n W20;2013 to 0 512 0 /201 5
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•
ANTILLIAN ENGINEERING ASSOCIATES, INC.
Geotechnical Engineering
• Construction Quality Assurance
PETER G. SUAH, P.E. (Geotechnical)
Position Principal Engineer, President
Registration Professional Engineer, Florida (Registration No. 46910)
Years of Experience Thirty -two years, including 21 years with present firm
Expertise Geotechnical engineering, foundation analysis and design, applied
geophysics, ground improvement, trenchless construction, heavy
construction management
Education M.S. (Geotechnical Engineering), University of Maryland 1989
B.Sc. (Civil Engineering), University of the West Indies 1982
Affiliations American Society of Civil Engineers
Representative Projects
Pine Hills Road Force Main, Orange County, Florida Geotechnical investigation for 670 feet
of 12 -inch and 10,700 feet of 16 -inch wastewater force main. Due to limited available right -
of -way and conflicts with existing utilities, 3,600 feet along Pine Hills Road is proposed to be
constructed by horizontal directional drill. Mr. Suah directed the geotechnical investigation
alongstreets and easements, developed recommendations for underground utility construction
by both conventional and trenchless methods and prepared the geotechnical engineering
report.
Apopka Boulevard Water Main Project Geotechnical investigation for 1,790 feet of 20 -inch
water main, 3,120 feet of 16 -inch water main, 1,580 feet of 12 -inch water main along
Apopka Boulevard (Lake Pleasant Rd to Platinum Rd and Vulcan Rd to Palm Ave) and
segments along Overland Road and Palm Avenue to US 441. Mr. Suah directed the
geotechnical investigation along streets and easements, developed recommendations for
underground utility construction by both conventional and trenchless methods and prepared
the geotechnical engineering report.
Heathrow - Markham Raw Water Main, Seminole County, Florida
Three miles of new raw water main from well site to treatment plant in suburban area with
difficult soils and challenging geology. Mr. Suah directed the geotechnical investigation along
streets and undeveloped properties, developed recommendations for underground utility
construction by both conventional and trenchless methods and prepared the geotechnical
engineering report.
Country Club Water Mains, Seminole County, Florida
Approximately 2,800 feet of new 16 -inch water main to connect an existing water main to the
Country Club Water Plant. Mr. Suah directed the geotechnical investigations, developed
recommendations for utility installation using both conventional and trenchless methods and
prepared the geotechnical report.
1 -7
Riverside Acres Water Main Replacement, Orange County, Florida
Replacement of about one mile of potable water distribution lines in suburban area with difficult
soils and high groundwater. Mr. Suah directed the geotechnical investigations, developed
recommendations for pipe replacement and prepared the geotechnical engineering report.
Georgia Avenue Water Main CSX Railroad Crossing, Longwood, Florida
Geotechnical engineering services to support design of installation of new water main requiring
a jack- and -bore crossing beneath the CSX railroad tracks in order to connect two existing water
mains. Crossing was expected to be approximately 15 feet beneath the existing ground surface.
Continuing Utilities Engineering Services, Orange County, Florida
Responsible geotechnical engineering professional for design of many minor water distribution,
wastewater collection and treatment facility projects. Mr. Suah directed the field investigations,
the evaluation of subsurface conditions, development of design recommendations and
preparation of the geotechnical engineering reports.
Holden Heights Infrastructure Improvements, Orange County, Florida
Sixteen miles of new sanitary sewer lines, three lift stations, three miles of force main and seven
stormwater ponds in a densely populated urban district with difficult soils. Mr. Suah directed
the geotechnical investigations, which required coordination of several underground utility
companies, surveyors and two drilling contractors. The field investigation required more than
150 test borings and an extensive laboratory testing campaign. Mr. Suah developed
recommendations for underground utility construction and prepared the geotechnical
engineering reports.
Eastern Water Reclamation Facilities Expansion, Orlando, Florida Expansion of existing
wastewater treatment and reclamation plant, including two new 150 ft diameter storage tanks,
associated control buildings, deep lift stations and eight miles of force main along urban arterial
roadways and in difficult terrain. Mr. Suah directed the geotechnical investigations, developed
recommendations for underground utility construction and supervised preparation of geotechnical
reports.
Continuing Utilities Engineering Services, Altamonte Springs, Florida Geotechnical
engineering services supporting miscellaneous design of sanitary sewer facilities. Mr. Suah
directed field operations, laboratory testing, subsurface evaluation and report preparation for
two projects.
Harbor East Subdivision Wastewater Improvements, Orange County, Florida New sanitary
wastewater lift station and replacement of several thousand feet of force main in an existing
urban subdivision with high groundwater conditions. Mr. Suah directed the geotechnical
investigations, developed recommendations for underground utility construction and
prepared the project geotechnical report.
Other Qualifications Adjunct Professor, Geotechnical Engineering 2004 to 2009
Department of Civil and Environmental Engineering
University of Central Florida
am
1.4 Current or Recently Completed Projects
Below is list of projects that are currently active or were completed within the past 5 years. The
list is ordered by the most recently completed projects followed by the projects at the greatest
completion level. All of these projects included preliminary design, final design, permitting,
bidding and award, and construction administration services that were performed by our
Project Team. Over the past 5 years, currently active or completed pipeline projects by our
Project Team included:
• 32,085 feet of 4 -inch to 36 -inch wastewater force mains
• 12,440 feet of 8 -inch to 15 -inch sanitary sewer
• 111, 860 feet of 4 -inch to 42 -inch water mains
• 17,500 feet of 8 -inch to 24 -inch reclaimed water mains
Orange County - Avalon Park Blvd. Reclaimed Water Main
Project included 1,040 feet of 16 -inch reclaimed water main.
(Design and construction completed in 2014)
Orange County - Ramir Water Main Replacement
Project included 8,500 feet of 6 -inch and 8 -inch PVC water main.
(Design and construction completed in 2014)
Orange County - SR 482 (Sand Lake Road) Wastewater Mains Relocation Project
Project included 3,800 feet of 30 -inch force main, 415 feet of 12 -inch and 300 feet of 4 -inch and
6 -inch wastewater force main; 48" Casing Jack and Bore crossing of the CSX railroad; and the
rehabilitation of 2,030 feet of 10" and 15" VCP gravity sewer pipe.
(Design and construction completed in 2013)
Orange County - Sand Lake Road Shingle Creek Force Main Crossing
Project included 860 feet of 36 -inch wastewater force main. 760 feet of 36 -inch force main was
installed by horizontal directional drill beneath Shingle Creek and the adjacent wetlands.
(Design and construction completed in 2013)
Orange County - Apopka Boulevard Water Main Project
Project included 1,790 feet of 20 -inch water main; 3,120 feet of 16 -inch water main and 1,580
feet of 12 -inch water main. 120 feet of 16 -inch and 230 feet of 12 -inch installed by horizontal
directional drill.
(Design and construction completed in 2013)
Toho Water Authority - Pleasant Hill Road Water Main Extension
Project included 2,320 feet of 16 -inch water main, 413 feet of 8 -inch water main, 541 feet
directional drill of 20 -inch HDPE water main, 387 feet directional drill of 10 -inch HDPE water
main, 187 feet directional drill of 8 -inch HDPE water main, and 415 feet directional drill of 4-
inch HDPE water main.
(Design and construction completed in 2012)
.W_A
1 -9
Orange County - Meadow Woods WSF to South Regional WSF 16 -inch Water Supply Main
Project included 5,500 feet of 16 -inch water main from two water supply wells at the existing
Meadow Woods WSF to the new South Regional WSF. Project included horizontal directional
drill of Orange Avenue and bore and jack of the CSX railroad.
(Design and construction completed in 2012)
Orange County - Narcoossee Road (SR 15) Utilities Improvements
Project included 8,200 feet of 8 -inch reclaimed water main and 6,600 feet of 12 -inch, 16 -inch
and 24 -inch water mains.
(Design and construction completed in 2012)
Longwood - Georgia Avenue, Columbus Harbour, Oak Street Water Main Loops
Project included 910 feet of 6 -inch water main and 138 feet of 12 -inch water main. The project
also included 24 -inch Jack and Bore at the FDOT /CSX railroad crossing.
(Design and construction completed in 2012)
City of Belleview - US 441 Water Main Improvements
Project included 16,750 feet of 12 -inch water main.
(Design and construction completed in 2011)
Orange County - West SR 50 Utility Improvements /Relocations
Project included 10,800 feet of 6 -inch and 8 -inch force main, 2,000 feet of 42 -inch and 5,300
feet of 16 -inch water main; 1,200 feet of 6 -inch to 12 -inch water main; 1,100 feet of sanitary
sewer, CIPP lining of 1,200 feet of 12 -inch sanitary sewer and lift station site improvements.
(Design and construction completed in 2010)
Orange County - Wekiva Manor Subdivision Water System Improvements
Project included 8,500 feet of 6 -inch and 8 -inch PVC water main.
(Design and construction completed in 2010)
Orange County - Fiquette Road Force Main Replacement
Project includes 3,600 feet of 16 -inch wastewater force main.
(Design completed in 2014, construction at 5% completion level)
Longwood - Skylark Subdivision, Phase 1 Water Main Replacement
Project includes 8,170 feet of 6 -inch and 8 -inch water mains.
(Design completed in 2014, construction at 95% completion level)
Longwood - Skylark Subdivision, Phase 2 Water Main Replacement
Project includes 6,860 feet of 6 -inch and 8 -inch water mains.
(Design completed in 2014, construction anticipated to start in early 2015)
Orlando /OUC - Marks Street Sewer and Water Main Improvements
Project includes 1,930 feet of 8 -inch, 800 feet of 12 -inch and 1,900 feet of 20 -inch water mains;
and 435 feet of 8 -inch, 2,600 feet of 10 -inch and 2,105 feet of 15 -inch sanitary sewer.
(Design completed 2014, construction expected to start early 2015.)
1 -10
Orange County - Eastern Service Area SRF Water and Reclaimed Water Transmission Mains
Project includes 4,580 feet of 36 -inch water main and 4,570 feet of 24 -inch reclaimed water
main.
(Design completed in 2014, construction at 10% completion level)
Longwood - SR 434 Water Main Improvements
Project includes 2,370 feet of 12 -inch water main.
(Design completed in 2013, construction at 90% completion level)
Orlando - Dahlia Drive Sewer System Improvements
Project includes 110 feet of 8 -inch and 3,170 feet of 15 -inch sanitary sewer.
(Design completed 2013, construction at 20% completion level.)
Orange County - Pine Hills Road Force Main
Project includes 670 feet of 12 -inch and 10,700 feet of 16 -inch force main. 3,600 feet of 16-
inch force main will be constructed by Horizontal Directional Drill along Pine Hills Road.
(Design is at 95% completion level, construction expected to start in 2015)
Orange County - SR528 /Innovation Way Reclaimed Water Main
Project includes 4,730 feet of 24 -inch reclaimed water transmission main and Jack & Bore of the
Beachline Expressway.
(Design is at 95% completion level, construction expected to start in 2015)
Orange County - Sweetwater S/D Water Main Replacement
Project includes 5,600 feet of 6 -inch, 8 -inch and 12 -inch water mains.
(Design is at 60% completion level, construction expected to start in 2015)
Orange County - Colonial Village MHP Water Main, Pump Station and Sewer Improvements
Project includes 6,640 feet of 4 -inch, 6 -inch and 8 -inch water main and pump station upgrade.
(Design completed in 2014, construction at 95% completion level)
Orange County - Bali Hai MHP Water Main, Pump Station, Force Main and Sewer Imp.
Project includes 6,860 feet of 6 -inch water main, 940 feet of 4 -inch force main and pump
station replacement.
(Design completed in 2014, construction at 10% completion level)
Longwood - Palmetto Ave Sewer
Project includes 1,720 feet of 8 -inch sanitary sewer.
(Design completed in 2014, construction at 50% completion level)
1.5 Team Software and Equipment
Barnes, Ferland and Associates, Inc. (BFA) has extensive technical resources including equipment and state -of-
the -art software located in our Orlando office necessary for the successful completion of any project
assignments.
Computer Equipment
13 Desktops Savin C4540 Color Copier / Printer
17 Laptop Computers Ricoh MP5001
HP Designjet 1050C Plus 1 Server
Oce TDS 600 Printer / Scanner / Plotter 1 FTP Server
Design Software
Aquifer Test
AutoCAD Civil 3D (2009, 2010, 2011)
Groundwater Vistas 4
Pumplink
MODFLOW
FirstSearch
Jacob - Hantush Analytical Model
SURFER Contouring
GWIS (FDEP Water Quality Database)
Mound HT
H (Sewer, Water)
Solutrans (3D Solute Transport Model)
Surfer 8
Softdesk 8
Grapher 3
AutoCAD Infrastructure Design 2015
Support Software
MS Word (Versions 2013) MS Excel (Versions 2013)
MS Powerpoint (Version 2013) MS Project (2010)
MS Publisher (2013) MS Access (2010)
GIS Capabilities
Arc View 10.1 Arc Explorer
Vehicles
2007 Ford Escape 2004 Chevrolet Truck (1)
2006 Toyota Truck (4) 2014 4 WD Toyota Tundra
Land Survevinq Equipment
Nikon DTM -310 Total Station (1) Nikkon AS -2 Automatic Level (1)
Carlson Explorer w /software Topcon GR -3 GPS Receivers (2)
Topcon FC -2500 Data Collector (1) Schoenstedt Metal Locators (2)
Wooden tripods (3) Philladelphia Level Rod (1)
ES -105 Topcon TTL Station w /data cable
SUE Equipment
Trailer (2) Sullair 183 Compressor (2)
Utilivac System (2) Sullair Jackhammer (2)
Sullair Pogo Tamper (2) Topcon GPS Unit (GR -3) w/ accessories
Carlson Software Packages (2) Standalone License AutoCAD MAP
Metrotech 810 & RD 400 Pipe / Cable Locators Metrotech vLocPro2 — Locator
LMX100 Ground Penetrating Radar
1 -12
..
Other
In -Situ Mini Troll Water Level Data Loggers
Electronic Water Level Indicators
35 MM Camera (4)
Parestaltic Sampling Pump
WAA5 GPS Meters (Garmin)
DO, CO2, Manganese Ferrus Iron, Alkalinity,
Hydrogen Sulphide, Chlorinity, Total Sulfide (Hach
Analyticals)
Multiparameter Water Quality Instrument (VSI)
12' Jon Boat
Water Level Data Logger and Transducers
Hand Augers
Heath Tech Detecto Pack III — Organic Vapor Analyzer
(OVA)
Electronic Interface Probe
Centrifugal Water Pumps (both gas and electric)
Multiparameter Meter (Insitu Low Flow Sampling System,
HydroLab)
Petroleum in Soil Detection Kit (Hanby)
Acoustic Doppler Current Profiler
Antillian Geotechnical Equipment
A. Equipment Type B. Brand Name
C. Quantity
Drilling and Sampling Miscellaneous hand augers and field tools NA
Mechanical Analysis Geotest E -194 Soil Hydrometer and Jar 2
Humboldt Sieve Shaker 1
Gilson Testing Screen TS -1 1
Cress Electronic Furnace 1
Quincy Forced Air Electric Drying Oven 2
Humboldt Soil Mixer 1
Electronic Scales
Acculab 9
OHaus 2
AND 1
Plasticity Indices Soil Test Casagrande Liquid Limit Apparatus
CL 208 1
CL 204A 1
Soil Chemistry Cole Parmer pH Meter 1
Spectronic 20 -D Spectrophotometer 1
Nilsson Soil Resistance Meter and soil box 1
Hach Chloride Test Kit 1
Redox Potential Meter 1
Soil Density Rainhart Mechanical Compaction Machine 1
Lab Strength Tests SoilTest LBR Load Frame 1
LBR Molds w. Spacers and Surcharge Weights 16
Soil Permeability Permeability Cells and Board 2
1 -13
1.6 Client References
City of Orlando
Contact Name: Chuck Shultz, PE, Asst. Director Wastewater Division
Telephone number: 407 - 246 -2658
Email address: Charles .Shultz @CityofOrlando. net
City of Longwood
Contact Name: Richard Kornbluh, Utilities Manager
Telephone number: 407 - 263 -2388
Email address: rkornbluh @longwoodfl.org
Orange County Utilities Department
Contact Name: Jose Hernandez, PE, Chief Engineer
Telephone number: 407 - 254 -9718
Email Address: Jose. Hernandez2 @ocfLnet
1 -14
1.7 Resumes
DANIEL L. ALLEN, P.E. (Project Director — QA/QC)
SENIOR VICE PRESIDENT
AREAS OF SPECIALIZATION
Mr. Allen is an experienced environmental engineer with 31 years experience in utility management,
master planning, water resources engineering and the design and construction of water and
wastewater treatment, effluent reuse and disposal, water distribution, wastewater
collection /transmission and well pumping systems. As Senior Vice President at BFA, Mr. Allen is
responsible for coordinating engineering activities associated with water resources, civil and
environmental engineering. Mr. Allen's specific pipeline experience includes the design, permitting and
construction management of over 260 miles of pipelines ranging from 2 -inch diameter low pressure
sewer pipelines to 42 -inch potable water transmission mains. He has also designed larger mains to 54-
inch diameter at water and wastewater treatment facilities.
EXPERIENCE
Barnes, Ferland and Associates, Inc.
2007 - Present
Orange County Utilities
1999 -2007
DRMP
1989 -1999
Orange County Utilities
1982 -1989
Fishbeck, Thompson, Carr and Huber, Inc., Grand Rapids, Michigan
1981 -1982
EDUCATION
B.S., Civil Engineering, 1981 Michigan State University
PROFESSIONAL REGISTRATION
Registered Professional Engineer, No. 37891 (Florida)
REPRESENTATIVE PROJECT EXPERIENCE
Orange County Utilities —Pine Hills Road Force Main
Project Manager — Provided preliminary design, final design and permitting for 670 feet of 12 -inch and
10,700 feet of 16 -inch wastewater force main. This project redirects the wastewater flows northward
towards Master Pump Station #3006 in a direct path to the Northwest WRF and relieves capacity at
both the Huggins Street Pump Station and the Hiawassee Road force main. Due to limited available
right -of -way and conflicts with existing utilities, 3,600 feet along Pine Hills Road is proposed to be
constructed by horizontal directional drill.
Orange County Utilities - SR 482 (Sand Lake Road) Wastewater Utility Improvements Project
Project Manager — Provided preliminary design, final design, permitting, bidding and award, and
construction administration services for the relocation and removal of existing wastewater force mains
located within the right of way along SR 482 (Sand Lake Road), between Presidents Drive and South
Orange Blossom Trail. Corridor analysis of the existing and proposed roadway was performed for
determination of existing dry and wet utility locations along with potential conflicts with proposed
1 -15 �A
utilities. Project included the relocation of 322 feet of 4 -inch and 6 -inch force main, 415 feet of 12 -inch
force main, and 3,800 feet of 30 -inch force main; 48 -inch Casing Jack and Bore at the CSX railroad
crossing; and the rehabilitation of 2,030 feet of existing 10" and 15" VCP gravity sewer pipe and
manholes.
Orange County Utilities — Apopka Boulevard Water Main Project
Project Manager — Provided preliminary design, final design, permitting, bidding and award, and
construction administration services for the installation of 1,790 feet of 20 -inch water main, 3,120 feet
of 16 -inch water main, 120 feet of 16 -inch horizontal directional drill, 1,580 feet of 12 -inch water main
and 230 feet of 12 -inch horizontal directional drill along Apopka Boulevard (Lake Pleasant Rd to
Platinum Rd and Vulcan Rd to Palm Ave) and segments along Overland Road and Palm Avenue to US
441. Services included subsurface utility engineering (SUE), preliminary environmental assessment,
and groundwater sampling and analysis. Permitting services included City of Apopka ROW Permit,
FDOT Utility Permit, and two (2) FDEP General Permits to construct water distribution system
extensions. The purpose of this project is to connect existing water main segments along Apopka
Boulevard, Overland Road, Palm Avenue and US 441 to improve system pressure, fire protection and
system reliability.
Toho Water Authority - Pleasant Hill Road Water Main Extension
Project Director, QA /QC — Provided preliminary design, final design, permitting, and bidding assistance
services for the installation of approximately 2,320 -ft of 16 -inch water main, 413 -ft of 8 -inch water
main, 541 -ft directional drill of 20 -inch HDPE water main, 387 -ft directional drill of 10 -inch HDPE water
main, 187 -ft directional drill of 8 -inch HDPE water main, and 415 -ft of directional drill of 4 -inch HDPE
water main. Corridor analysis of the existing roadway was performed for determination of existing
utility locations for selection of the best water main alignments.
Orange County Utilities - Meadow Woods WSF to South Regional WSF 16 -inch Water Main Project
Project Manager — Provided preliminary design, final design, permitting, bidding and award, and
construction administration services. This project involved the extension of 5,500 feet of 16 -inch water
main from two water supply wells at the existing Meadow Woods WSF to the new South Regional WSF.
The pipe alignment presented many coordination and technical design challenges as it was located
within a dual easement occupied by OUC high voltage electrical transmission mains, crossed numerous
wetland areas, crossed a CSX Railroad, crossed a major transportation shipping facility driveway and
the highly congested Orange Avenue right -of -way.
Orange County Utilities — Clearview Heights /Westmont Manor Water System Improvements
Project Manager - This project included improvements to the water distribution systems serving the
Clearview Heights and Westmont Manor Subdivisions. The number of residential single - family homes
served by these improvements is 325. The existing water mains within these subdivisions are 2 -inch, 4-
inch & 6 -inch asbestos - cement (AC); 4 -inch, 6 -inch and 8 -inch PVC; and 2 -inch and 4 -inch galvanized
steel pipe (GS). Improvements included upgrades to all existing AC and undersized water mains with
PVC water mains and addition of fire hydrants to provide increased fire protection.
City of Longwood - Shadow Hills Subdivision Water Distribution System Improvements
Project Manager - The City of Longwood has an ongoing program to improve their existing water
distribution system through the scheduled replacement and upgrade of the older
A
1 -16 �
and undersized distribution mains. This project included the replacement of the 2 -inch and 4 -inch GS
and 6 -inch AC water mains. Preliminary design included a hydraulic analysis for the addition of fire
hydrants and sizing of a potential interconnect through the subdivision. Pipe bursting and directional
drill construction methods were evaluated as alternative to standard open trench excavation. The
project included 7,800 feet of 6 -inch; 2,700 feet of 8 -inch and 1,140 feet of 12 -inch water main. The
12 -inch water main will provide for the future looping of the City's transmission system based on the
hydraulic analysis performed in the preliminary design.
City of Belleview - US 441 Water Main Improvements
Project Manager - Completed the preliminary engineering, final design, permitting and construction
administration services for 16,750 feet of 12 -inch water main. The water main is to provide water
service and fire flow to the existing commercial businesses along the water main corridor. During
preliminary design, BFA performed a hydraulic analysis to size the water main for existing and future
users for build -out conditions. We also performed an alignment study to determine the best routing
options. As portions of the pipeline corridor were located within Marion County rights -of -way and
FDOT rights -of -way, it was also necessary to obtain Right -of -Way Utilizations permits from Marion
County and the FDOT, in addition to the FDEP Water System Construction Permit.
Orange County Utilities - Eastern Regional Transmission System Improvements
Project Manager- Project included master planning and transmission system improvements in the
County's Eastern Regional Water Service Area. The hydraulic modeling prepared during the master
plan was used to develop the County's 20 year plan for this service area. The transmission
improvements included 37,350 feet of 24 -inch DIP water transmission main in eastern Orange County.
In addition, 37,350 of 12 -inch to 24 -inch wastewater force main were designed and constructed as part
of the projects based on County's Wastewater Master Plan. This project included crossing of the
Econlockhatchee River, an Outstanding Florida Water, by open cut method while meeting all state and
local environmental requirements.
1 -17
GEOFF HENNESSY, P. E. ( Project Manager)
SENIOR PROJECT MANAGER
AREAS OF SPECIALIZATION
Mr. Hennessy is a Senior Project Manager. He directs the planning, design and permitting of municipal
water, wastewater and reclaimed water transmission and distribution systems, as well as wastewater
collection systems (including pumping stations). He has participated in the design of more than 140
miles of municipal pipeline projects in Florida. His formal education is enhanced by more than eight
years of hands -on experience constructing major pipeline and irrigation systems. Mr. Hennessy's
career began as a mechanical engineering tradesman in Australia, where he was responsible for the
design, installation and maintenance of mechanical systems, and hydraulic and pneumatic piping and
control systems to accommodate various industrial applications in a large steel mill. After moving to
the United States, he utilized his piping knowledge as a supervisor of large -scale commercial irrigation
installations in California and Florida. As Senior Project Manager, Mr. Hennessy oversees and
coordinates the efforts of staff members and subconsultants involved in his discipline's projects and
ensures that project budgets, objectives and schedules are met.
EXPERIENCE
Barnes, Ferland and Associates, Inc. 2009 - Present
Jacobs 2006-2009
Prior Firms 1979-2006
EDUCATION
Bachelor of Science, Environmental Engineering, 1993, University of Central Florida
PROFESSIONAL REGISTRATION
Professional Engineer, 2002, FL, #58637
REPRESENTATIVE PROJECT EXPERIENCE
Orange County Utilities - Fiquette Road Force Main Replacement
Project Manager - Completed the design, permitting, and bidding phase services for 3,600 feet of 16-
inch wastewater force main between the Stillwater Pump Station and the end of the proposed
roadway improvements. The project included preparation of maintenance of traffic plans and jack and
bore of the existing roadway.
City of Orlando /Orlando Utilities Commissions - Marks Street Improvements
Project Manager - Completed the design and permitting phase services for 1,930 feet of 8 -inch, 800
feet of 12 -inch and 1,900 feet of 20 -inch water mains; and 435 feet of 8 -inch, 2,600 feet of 10 -inch and
2,105 feet of 15 -inch sanitary sewer. The project is located in a very developed urban area and
required extensive coordination with the adjacent Lake Highland Prep School and neighborhoods.
Orange County Utilities - Narcoossee Road (SR 15) Utilities Improvements
Project Manager. Design, permitting and construction phase services for relocation /improvement of
existing water and reclaimed water utilities along Narcoossee Road, from Lee Vista to McCoy Road. The
improvements included 8,200' of 8 -inch reclaimed water main, two reclaimed water JW.
1 -18
metering stations and relocation of 6,600' of 12 -, 16- and 24 -inch water mains. The utility
improvements were constructed through a Joint Project Agreement (JPA) between Orange County and
the City of Orlando, in conjunction with the City's Narcoossee Road roadway and drainage
improvements project.
Orange County Utilities - West SR 50 Utility Improvements /Relocations
Project Manager - As part of the UWHC Agreement between Orange County and FDOT, provided
engineering design, permitting and construction phase services for relocation /improvement of existing
water /wastewater utilities along 3.7 miles of West SR 50, from Good Homes Road to Pine Hills Road, as
well as 2,500' section of Good Homes. This project included 2,000' of 42 -inch water main; 5,300' of 16-
inch water main; 1,200' of 6- to 12 -inch water main; 10,800' of 6- and 8 -inch force main and 1,100' of
gravity sanitary sewer. Also included CIPP lining 1,200' of existing 12 -inch gravity sanitary sewer and lift
station site improvements. The improvements were constructed by FDOT's highway contractor as part
of their West SR 50 road widening project.
City of Orlando - Romano Ave. Reclaimed Water Transmission Main
Project Manager - Planning, design, permitting, and construction phase services for the installation of
14,700 feet of 24 -inch reclaimed water transmission main through a residential neighborhood to
extend the City's reclaimed water system from SR 436 to the Baldwin Park Community. Design included
two separate 24 -inch HDPE directional drill crossings of FDOT roadways, Curry Ford Road and SR 50.
City of Orlando — S.R. 436 Reclaimed Water Transmission System
Project Manager — Design, permitting and construction phase services for the installation of 19,800
feet of 24 -inch reclaimed water main and 1,800 feet of 4 -inch through 12 -inch reclaimed water main in
the S.R. 436 median from T.G. Lee Boulevard to Curry Ford Road. The project was designed and
constructed as a Joint Project Agreement with FDOT's S.R. 436 road widening project.
Orange County Utilities - Apopka - Vineland Road Water /Force /Reclaimed Water Main Improvements
Project Manager - Completed the design, permitting, and construction phase services for 1,900 feet of
36 -inch water main, 2,800 feet of 20 -inch water main, 300 feet of 8 -inch water main, 2,700 feet of 16-
inch force main, 1,800 feet of 12 -inch force main, 1,850 feet of 16 -inch reclaimed water main, and
2,500 feet of 12 -inch reclaimed water main. In addition, the project included three bore and jacks
under the Florida Turnpike.
City of Ocoee — Reclaimed Water Transmission Mains, Phase I, II, and III
Project Manager - Design, permitting, and construction phase services for 9,300 feet of 16 -inch
reclaimed water main and 2,100 feet of 12 -inch reclaimed water main as part of the City's Reclaimed
Water Distribution Program. The project included 11 directional drills ranging in size from 8 -inch to 16-
inches.
City of Ocoee — Water Transmission Mains, Phase I, II, and III
Project Manager - Design, permitting, and construction phase services for a City wide water
transmission and distribution system improvement Project. The project included 23,500 feet of 12 -inch
water main and 4,400 feet of 16 -inch water main installed in narrow urban and rural County and City
owned rights -of -way with congested existing utilities.
1 -19
City of Ocoee - Maguire Road Segment I & II Utility Relocations
Project Manager. Completed the design and permitting of 7,600 feet of reclaimed water main,
8,750
feet of water main, 3,800 feet of force main, and 1,400 feet of gravity sanitary sewer. The project
involved relocating City utilities to allow for the widening and improvements of Maguire Road. The
project also involved a reclaimed water main bridge crossing across the Florida Turnpike.
City of Ocoee- Maguire Road /Story Road Intersection Improvements
feet of 12-inch water main
Project Manager. Completed design, permitting, and construction ntersection reco 0 0 r ruction p oject The project
along Maguire Road as part of the City's roadway a
also involved the removal and disposal of 2,000 feet of 10 -inch asbestos cement water main.
City of Ocoee -Old Winter Garden Road /Professional Parkway Utility Relocations & Improvements
Project Manager. Design, permitting and construction phase services for relocation of 6,000 feet of 6-
inch through 12 -inch water main, 1,400 feet of 6 -inch force main, and installation of 5,900 feet of 4-
inch through 16 -inch reclaimed water main The utility
wpden ng an storm dwere
and constructed in conjunction with the city's Professi onal
improvement project.
IRLPA
1 -20
CYNTHIA MALONE, P.E. ( Project Engineer)
Sr. PROJECT ENGINEER / PROJECT MANAGER
AREAS OF SPECIALIZATION
Ms. Malone is a senior project engineer. She specializes in the planning, design and permitting of
municipal and private water, wastewater and reclaimed water systems construction plans and
specifications with a primary emphasis on pipeline projects throughout Florida. Her assignments
include completing field visits to existing facilities and sites; retrieving existing facility and demographic
documentation; data analysis and computer modeling of systems and preparation of detailed
engineering reports and system designs. Ms. Malone also is experienced with facility and community -
wide utility system master plans, regulatory agency permit applications, and facility operations and
maintenance manuals and is responsible for coordinating with clients and monitoring project budgets,
schedules and deliverables.
EXPERIENCE
Barnes, Ferland and Associates, Inc. 2009 - Present
Jacobs 2006 —2009
Prior Firms 1994-2006
EDUCATION
Bachelor of Science, Environmental Engineering, 1997, University of Central Florida
Bachelor of Arts, Public Administration, 1991, University of Central Florida
PROFESSIONAL REGISTRATION PROFESSIONAL ORGANIZATION
Professional Engineer, 2002, FL, #58685 Florida Engineering Society (FES)
National Society of Professional Engineers (NSPE)
REPRESENTATIVE PROJECTS
Orange County Utilities —Pine Hills Road Force Main
Project Engineer — Provided preliminary design, final design and permitting for 670 feet of 12 -inch and
10,700 feet of 16 -inch wastewater force main. This project redirects the wastewater flows northward
towards Master Pump Station #3006 in a direct path to the Northwest WRF and relieves capacity at
both the Huggins Street Pump Station and the Hiawassee Road force main. Due to limited available
right -of -way and conflicts with existing utilities, 3,600 feet along Pine Hills Road is proposed to be
constructed by horizontal directional drill.
Orange County Utilities - Narcoossee Road (SR 15) Reclaimed Water Main Improvements
Project Manager - Project Engineer. Design, permitting and construction phase services for
relocation /improvement of existing water and reclaimed water utilities along Narcoossee Road, from
Lee Vista to McCoy Road. The improvements included 8,200' of 8 -inch reclaimed water main, two
reclaimed water metering stations and relocation of 6,600' of 12 -, 16- and 24 -inch water mains. The
utility improvements were constructed through a Joint Project Agreement (JPA) between Orange
County and the City of Orlando, in conjunction with the City's Narcoossee Road roadway and drainage
improvements project.
1- 21"x'..
Orange County Utilities -West SR 50 Utility Improvements /Relocations
Project Manager - Part of a UWHC Agreement between Orange County and FDOT, provided
engineering design services and currently providing construction administration services for
relocation /improvement of existing water /wastewater utilities along 3.7 miles of West SR 50, from
Good Homes Road to Pine Hills Road, as well as 2,500' section of Good Homes centered at West SR 50.
Improvements included 2 of 42 -inch water main; 5,300' of 16 -inch water main; 1,200' of 6- to 12-
inch water main; 10,800' of 6- and 8 -inch force main and 1,100' of gravity sanitary sewer. Also included
slip - lining 1,200' of existing 12 -inch gravity sanitary sewer and lift station site improvements. The
improvements are being constructed by FDOT's highway contractor as part of their West SR 50 road
widening project.
City of Belleview - US 441 Water Main Improvements
Project Manager - Completed the preliminary engineering, final design, permitting and construction
administration services for 16,750 feet of 12 -inch water main. The water main is to provide water
service and fire flow to the existing commercial businesses along the water main corridor. During
preliminary design, BFA performed a hydraulic analysis to size the water main for existing and future
users for build -out conditions. We also performed an alignment study to determine the best routing
options. As portions of the pipeline corridor were located within Marion County rights -of -way and
FDOT rights -of -way, it was also necessary to obtain Right -of -Way Utilizations permits from Marion
County and the FDOT, in addition to the FDEP Water System Construction Permit.
Orange County Utilities- Apopka - Vineland Road Water /Force /Reclaimed Water Main Improvements
Project Engineer - Completed the design, permitting, and construction phase services for the
installation of 1,900 feet of 36 -inch water main, 2,800 feet of 20 -inch water main, 300 feet of 8 -inch
water main, 2,700 feet of 16 -inch force main, 1,800 feet of 12 -inch force main, 1,850 feet of 16 -inch
reclaimed water main, and 2,500 feet of 12 -inch reclaimed water main. In addition, the project
included three bore and jacks under the Florida Turnpike. The utility improvements were designed and
constructed in conjunction with the County's Apopka - Vineland Road widening and storm drainage
improvement project.
Orange County Utilities - Curry Ford Road /Alafaya Trail Water /Wastewater Transmission Mains
Project Engineer - Completed the design and permitting for over six miles of water transmission mains
along Curry Ford Road from the Eastern Beltway to Alafaya Trail; and along Alafaya Trail, from Lake
Underhill Road to Golfway Boulevard. The project included 20,100 feet of 36 -inch water main, 7,000
feet of 30 -inch water main, 4,700 feet of 24 -inch water main, 2,800 feet of 20 -inch water main, and
4,500 feet of 12 -inch force main. Also included a 600 -foot, 36 -inch directional bore under the Little
Econlockhatchee River. The utility improvements were designed and constructed in conjunction with
the County's Curry Ford Road widening and storm drainage improvement project.
City of Ocoee - Reclaimed Water Mains, Phase I & II
Project Engineer - Completed the design of 9,300 feet of 16 -inch reclaimed water main and 2,100 feet
of 12 -inch reclaimed water main as part of the City's Reclaimed Distribution Program. The project
included eleven directional drills ranging in size from 8 -inch to 16 -inch.
1 -22
City of Ocoee -Water Transmission Mains, Phase I, II & III
Project Engineer, - Completed the design and permitting of a Citywide water distribution improvement
project. The project included 23,500 feet of 12 -inch water main and 4,400 feet of 16 -inch water main
Performing company name: Professional Engineering Consultants (PEC).
City of Orlando- Romano Ave. Reclaimed Water Transmission Main
Project Manager - Completed the planning, design, permitting, and construction services of 14,700 feet
of 24 -inch ductile iron reclaimed water main within FDOT right -of -way, through obtained utility
easements, the Romano Avenue residential neighborhood, and Greater Orlando Aviation Authority
(GOAA) property at the Orlando Executive Airport. The project also included two separate 24 -inch
HDPE directional drills across Curry Ford Road and State Road 50, FDOT roads.
City of Orlando -SR 436 Reclaimed Water Transmission System
Project Engineer - Completed the design and construction phase services for the installation of 19,800
feet of 24 -inch reclaimed water main and 1,800 feet of 4 -inch through 12 -inch reclaimed water main in
the SR 436 median from T.G. Lee Boulevard to Curry Ford Road. The project was designed and
constructed as a Joint Project Agreement (JPA) with FDOT's SR 436 road widening project.
1 -23
WILLIE E. THOMAS, P. E. ( Project Engineer)
SENIOR PROJECT MANAGER / VICE PRESIDENT
AREAS OF SPECIALIZATION
Mr. Thomas is a Senior Engineer with over 18 years of experience in utility and municipal engineering,
master planning, water resources engineering, design and construction of water and wastewater
treatment facilities, effluent reuse and disposal, water distribution /transmission and pumping systems,
wastewater collection /transmission and pumping systems, and well field development and well
pumping systems. As Senior Project Manager and Vice President at BFA, Mr. Thomas supervises and
coordinates various engineering and project management activities related to BFA staff members and
subconsultants ensuring project objectives, schedules and client expectations are met. Specific
experience includes the planning, design, permitting and construction management of over 50 miles of
pipelines ranging from 2 -inch diameter distribution mains to 54 -inch potable water and wastewater
transmission mains, and over 30 pump station designs for potable water, raw water, wastewater,
reuse, and stormwater conveyance systems. Mr. Thomas also has experience evaluating and designing
wastewater, potable water, and reuse water conveyance systems using various hydraulic modeling
platforms and integration with GIS Mapping.
EXPERIENCE
Barnes, Ferland and Associates, Inc. 2000- Present
Brown and Caldwell, Inc. 1994-2000
EDUCATION
University of Central Florida, B.S., Civil Engineering, 1996
PROFESSIONAL REGISTRATION ASSOCIATIONS
Professional Engineer FL 57612 (2000) Florida Water and Environment Association (FWEA)
REPRESENTATIVE EXPERIENCE
Orange County Utilities — Apopka Boulevard Water Main Project
Senior Project Engineer — Provided preliminary design, final design, permitting, bidding and award, and
construction administration services for the installation of 1,790 feet of 20 -inch, 3,120 feet of 16 -inch,
and 1,580 feet of 12 -inch water main along Apopka Boulevard (Lake Pleasant Rd to Platinum Rd and
Vulcan Rd to Palm Ave) and segments along Overland Rd and Palm Ave to US 441. Two segments were
installed by horizontal directional drill, 120 feet of 16 -inch and 230 feet of 12 -inch water main.
Corridor analysis of the existing and conceptual roadway improvements was performed for
determination of existing utility locations along with potential conflicts with existing utilities. Services
included subsurface utility engineering (SUE), preliminary environmental assessment, and groundwater
sampling and analysis. Permitting services included City of Apopka ROW Permit, FDOT Utility Permit,
and two (2) FDEP General Permits to construct water distribution system extensions.
Orange County Utilities - SR 482 (Sand Lake Road) Utility Relocation Project
Senior Project Engineer — Provided preliminary design, final design, permitting, bidding and award, and
construction administration services for the relocation and removal of existing wastewater force mains
located within the right of way along SR 482 (Sand Lake Road), between Presidents Drive and South
Orange Blossom Trail. Corridor analysis of the existing and proposed roadway was
1 -24
performed for determination of existing dry and wet utility locations along with potential conflicts with
proposed utilities. Project included the relocation of 322 LF of 4" and 6" FM, 415 LF of 12" FM, and
3,800 LF of 30" FM; 48" Casing Jack and Bore installation at the CSX railroad crossing; and the
rehabilitation of approximately 2,030 LF of existing 10" and 15" VCP gravity sewer pipe and manholes.
Toho Water Authority - Pleasant Hill Road Water Main Extension
Project Manager /Senior Project Engineer — Provided preliminary design, final design, permitting, and
bidding assistance services for the installation of 2 -ft of 16 -inch water main, 413 -ft of 8 -inch water
main, 541 -ft directional drill of 20 -inch HDPE water main, 387 -ft directional drill of 10 -inch HDPE water
main, 187 -ft directional drill of 8 -inch HDPE water main, and 415 -ft of directional drill of 4 -inch HDPE
water main. Corridor analysis of the existing roadway was performed for determination of existing dry
and wet utility locations for selection of the best water main alignments.
Orange County Utilities - Meadow Woods WSF to South Regional WSF 16 -inch Water Main
Senior Project Engineer — Provided preliminary design, final design, permitting, bidding and award, and
construction administration services. This project involved the extension of 5,500 feet of 16 -inch raw
water main from two water supply wells at the existing Meadow Woods WSF to the new South
Regional WSF. The pipe alignment presented many coordination and technical design challenges as it
was located within a dual easement occupied by OUC high voltage electrical transmission mains,
crossed numerous wetland areas, crossed a CSX Railroad, crossed a major transportation shipping
facility driveway and the highly congested Orange Avenue right -of -way.
Orange County Utilities - Harbor East Pump Station and Force Main Improvements
Project Manager — Design, permitting and construction management services for the replacement of
an existing duplex pump station with a new triplex master pump station within an existing residential
neighborhood. Infrastructure improvements included the installation 13,350 -LF of 12 -inch force main
(4,000 -LF along University Blvd and the 9,350 -LF within an existing subdivision) and abandonment of
3,040 -LF of 6 -inch force main. Project included two (2) horizontal directional drills, under the Little
Econ River at University Blvd and also crossing University Blvd.
Orange County Utilities - Golfway Boulevard Wastewater Force Main Replacement
Project Manager /Project Engineer — Design, permitting and construction management services for the
replacement of existing 8 -inch and 10 -inch wastewater force main within the public right of way of
Golfway Boulevard with 5,100 feet of 12 -inch PVC wastewater force main installed by horizontal
directional drill. The force main was being replaced due to several failures of the existing force main.
Preliminary design services included conducting an alternative analysis to evaluate pipeline installation
utilizing directional drilling or traditional open cut methods.
Greater Orlando Aviation Authority - Heintzelman Boulevard at Orlando International Airport
Project Engineer - Project included utility relocations and improvements necessitated by the roadway
improvements along Heintzelman Boulevard at the Orlando International Airport. As the utility
engineering subconsultant, provided preliminary design, final design, permitting and construction
administration services for removal of 3,000 feet of 14 -inch reclaimed water main and the installation
of 25,000 feet of 16 -inch and 20 -inch water main for the Orlando Utilities Commission; and 14,500 feet
of 12 -inch wastewater force main and 12,600 feet of 12 -inch reclaimed water main for the City of
Orlando. Other work included the relocation of reclaimed water meters and a 16 -inch reclaimed water
main under a canal.
1 -25
ERIN J. GIBLIN, P. E. ( Project Engineer)
PROJECT ENGINEER
AREAS OF SPECIALIZATION
Ms. Giblin is an environmental engineer with eleven years of experience of providing planning; design,
permitting assistance and engineering services for wastewater, potable water, water resources, and
reclaimed water projects. She has been involved in various phases of master plan development for
several projects. Ms. Giblin also has experience evaluating and designing wastewater, potable water,
and reuse water conveyance systems using various hydraulic modeling platforms and graphical
information systems such as H Cybernet /Watercad and ArcGIS.
EXPERIENCE
Barnes, Ferland and Associates, Inc.
Orange County Utilities
2003 - Present
2002 -2003
EDUCATION
University of Central Florida, B.S., Environmental Engineering, 2002
PROFESSIONAL REGISTRATION
Professional Engineer, FI (66465) — 2007
Professional Engineer, LA (33896) — 2008
Professional Engineer, MS (18631) — 2009
Professional Engineer, TX (104323) — 2009
ASSOCIATIONS
Florida Water and Environment Association (FWEA)
American Water works Association (AWMA)
REPRESENTATIVE EXPERIENCE
Orange County Utilities - SR 482 (Sand Lake Road) Wastewater Utility Relocation Project
Project Engineer — Provided preliminary design, final design, permitting, bidding and award, and
construction administration services for the relocation and removal of existing wastewater force mains
located within the right of way along SR 482 (Sand Lake Road), between Presidents Drive and South
Orange Blossom Trail. Corridor analysis of the existing and proposed roadway was performed for
determination of existing dry and wet utility locations along with potential conflicts with proposed
utilities. Project included the relocation of 322 LF of 4" and 6" FM, 415 LF of 12" FM, and 3,800 LF of
30" FM; 48" Casing Jack and Bore installation at the CSX railroad crossing; and the rehabilitation of
approximately 2,030 LF of existing 10" and 15" VCP gravity sewer pipe and manholes.
Orange County Utilities — Wekiva Manor Subdivision Water System Improvements
Project Engineer — Design, permitting and construction management services for the replacement of
existing 2" through 8" asbestos - cement and galvanized steel water mains with new water mains.
Project included the installation of over 8,500 LF of 6" and 8" PVC water main. The majority of work for
this project was performed in an existing subdivision of approximately 450 residential lots. Preliminary
design services included conducting an alternative analysis to evaluate pipeline installation methods.
The analysis, preliminary layout, cost estimate and recommendations were presented at a review
meeting. Prepared and distributed project notification fliers. Coordinated and _EWA
1 -26+,�
conducted community meeting for all residents and business owners within the project vicinity to
disuss the project purpose and anticipated disruption to the community during construction.
Orange County Utilities — Cypress Springs Pump Station and Force Main Improvements
Project Engineer - Provided engineering preliminary and final design, permitting, and construction
management services for the rehabilitation of a wastewater pump station and the replacement of the
discharge force main. The project includes the removal of existing submersible pumps and control
panel, discharge piping, fittings and valves; and installation of duplex submersible pumps, discharge
piping and valves, aboveground by -pass piping, wetwell and valve vault repair, replacement of 2,462
feet of 12" PVC wastewater force main within public roadways in an established neighborhood.
Orange County Utilities — Clearview Heights /Westmont Manor Subdivisions Water System
Project Manager - This project included improvements to the water distribution systems serving the
Clearview Heights and Westmont Manor Subdivisions. The number of residential single - family homes
served by these improvements is 325. The existing water mains within these subdivisions are 2 -inch, 4-
inch & 6 -inch asbestos - cement (AC); 4 -inch, 6 -inch and 8 -inch PVC; and 2 -inch and 4 -inch galvanized
steel pipe (GS). Improvements included upgrades to all existing AC and undersized water mains with
PVC water mains and addition of fire hydrants to provide increased fire protection.
Orange County Utilities — Harbor East Pump Station and Force Main Improvements
Project Engineer - Assisted in the engineering design for the replacement of a wastewater pump
station and forcemain components. The project includes a triplex submersible wastewater pump
station, 13,350 LF of 12" PVC wastewater forcemain, 1,000 LF of 8" & 15" PVC gravity sanitary sewer
and manholes, abandonment of an existing duplex submersible wastewater pump station, force main
and gravity sewer connections to existing wastewater system, abandonment of 760 LF of existing 8"
gravity sewer and manholes and 3,040 LF of 6" PVC Force main. Provided bidding evaluations and
recommendation of award. Prepared and distributed project notification fliers and coordinated
community meeting for all residents and business owners within the project vicinity.
Orange County Utilities — Holden Heights Community Improvements
Project Engineer - Provided assistance for construction management services for Phase 2, which
includes the construction of approximately 12 -miles of sanitary sewer, 1900 LF of forcemain, 6 -miles of
potable water lines, and one (1) wastewater lift stations. Tasks performed include monthly progress
meetings, contractor RAls coordination; shop drawing review, periodic site visits, review change order
requests, public information fliers, and license agreement database.
City of Belleview — Spruce Creek Reclaimed Water Transmission Main
Project Engineer — Provided preliminary design, final design, permitting and construction
administration services for 15,000 feet of 12 -inch reclaimed water main within the public right of way
of the City of Belleview and Marion County. Conducted corridor analysis of the project area and
hydraulic modeling of the City's reclaimed water system to determine optimal location, sizing and
operation of the reclaimed water main to supply reclaimed water to the Spruce Creek Golf Course from
the City's wastewater treatment facility. Assisted the City in obtaining and administering a grant from
the SJRWMD and a loan from the Florida SRF program. Prepared applications for a FDEP General
Permit for Addition of a Major User of Reclaimed Water and a Marion County right -of -way utilization
permit.
1 -27
WILLIAM MILLER, PLS
SENIOR SURVEYOR
AREAS OF SPECIALIZATION
Over 45 years of surveying experience that has included a wide range surveying issues and tasks
beginning with 15 years on a field crew including 10 years as a party chief before moving into the office to
become a survey technician and eventually a project manager for 18 years. Managed large acquisition
projects of up to 10,000 acres, large construction with high levels of precision and numerous design
surveys for both in -house and external clients. Duties include complete project management from
inception through fee estimation and scope negotiations, proposals, supervision of field and office staff,
client contact and delivery of record surveys. Mr. Miller's exceptional skill at project budget management
and on time delivery of completed work provides a client with reliable and accurate information. William
has been surveyor of record for large Boundary Surveys, Topographic Surveys for design projects,
photogrammetry support, construction staking and As -Built Surveys, Horizontal and Vertical Control
Surveys, Legal Descriptions and Specific Purpose Surveys.
EXPERIENCE
Barnes, Ferland and Associates, Inc.
2009- Present
Street Smarts, Inc.
2005 —2009
Weidener Surveying & Mapping
2002 —2005
Regional Engineers Planners & Surveyors / MACTEC
1994 —2002
Professional Engineering Consultants
1983 —1994
Various throughout Florida
1969 —1983
EDUCATION
Bureau of Land Management Retracement Camp
Numerous Continuing Education Seminars
PROFESSIONAL REGISTRATION
Florida Professional Surveyor and Mapper: LS 5010
Registered 1991
PROFESSIONAL AFFILIATIONS
Florida Survey and Mapping Society
Central Florida Chapter FSMS
Valencia Community College: Civil and Survey Advisory Committee
REPRESENTATIVE EXPERIENCE
Orange County Utilities: Anderson Street Water Main and Force Main Replacement
Project Surveyor/ SUE Manager — Topographic Surveys of Anderson Street for the replacement of aging
water pipe lines and wastewater force main. Designation and excavation of pertinent conflicting
underground utilities within right of ways. Horizontal and vertical control for construction established
and a Control Survey prepared for the inclusion into construction plans
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Orange County Utilities: Lee Vista Blvd to Innovation Way
Project Surveyor — Topographic Survey of a 7 mile corridor to for the design of a 30" water line and 24"
force main. Control Survey for horizontal and vertical controls prepared for inclusion in plans.
Orange County Utilities: Sweetwater Country and Ramir Subdivisions
Project Surveyor/ SUE Manager — Topographic Surveys of the Ramir Subdivision and portions of
Sweetwater Subdivision for the replacement of aging water pipe lines. Designation and excavation of
pertinent conflicting underground utilities within right of ways. Horizontal and vertical control for
construction established and a Control Survey prepared for the inclusion into construction plans
Orange County Utilities: Park Manor Water and Sewer
Project Surveyor/ SUE Coordinator — Topographic Survey of over 7 miles in various areas of the Park
Manor development area for the design of replacement of concrete asbestos water lines and failing
sanitary sewer systems. Horizontal and vertical control for construction established and a Control
Survey prepared for the inclusion into construction plans
City of Orlando: Marks Street
Project Surveyor/ SUE Coordination — Topographic Survey and Control Survey prepared for the design
of construction plans to replace sanitary gravity sewer system and existing force main in vicinity.
Underground utilities were marked for inclusion in survey and excavation of force main and electrical
duct banks performed to determine the exact location, type, material and condition of utility.
Horizontal and vertical control established for construction and Control Survey prepared for plans.
City of Orlando: Dahlia Drive
Project Surveyor/ SUE Coordination — Topographic Survey and Control Survey prepared for the design
of construction plans to replace sanitary gravity sewer system. Underground utilities were marked for
inclusion in survey.. Horizontal and vertical control established for construction and Control Survey
prepared for plans.
City of Longwood: Skylark Subdivision
Survey/ SUE Coordination — Prepared Topographic Survey for in -house design to replace water line
system for approximately 3 miles within Skylark Subdivision. Control established resulting in Control
Survey for inclusion in the construction plans.
City of Orlando: Water Consery II to City of Apopka
SUE Coordinator — Designated underground utilities for location survey by others of over 5 miles of
large re -use water pipe line to provide reclaim water to the City of Apopka. Provided color coded
sketches of utilities marked for use by the survey crew. Excavation of conflicting point along pipe line
route.
ZMA
1 -29
1.8 Organizational Chart
1 \`�1I
Geoff Hennessy, PE (BFA) " Daniel L. Allen, PE (BFA)
Cynthia Malone, PE (BFA)
Legend
BFA Barnes, Ferland and Associates*
ANT Antillian Engineering Associates*
M /WBE Firms
1 -30
1.9 Project Approach
PROJECT UNDERSTANDING:
BFA has thoroughly reviewed the City of Ocoee's RFQ for Engineering Services for the Ocoee
West Sanitary Transmission project, RFQ #1401; discussed the project with our Team members;
performed a photographic aerial review of the project corridor, reviewed the rights -of -way of
the proposed project corridors on the Orange County Property Appraisers web site; attended
the pre - proposal conference; and conducted a field investigation of the project corridors
We have also reviewed the documentation made available by the City of Ocoee, which included
the Ocoee West Wastewater Utility Plan; the Western Force Main Route Evaluation; the
Reclaimed Feasibility and Capacity Plan; the Final Conceptual Downtown Ocoee Sewer Plan;
and the Bluford Avenue Stormwater and Utility Improvements Plans.
We understand this Project is being implemented by the City of Ocoee because one of the
major shortcomings of the City's existing sanitary sewer system is that it moves all wastewater
flow in a circle around the city, which imposes a large demand on the facilities serving State
Road 50. These facilities are currently operating at near capacity and impact the ability for the
State Road 50 corridor to grow significantly. The West Sanitary Transmission Project will
redirect a major portion of the wastewater flow from the western part of the City in a different
direction and free capacity for future Community Reinvestment Act (CRA) redevelopment.
PROJECT SCOPE AND APPROACH:
The BFA Team is experienced and qualified to provide the professional engineering services
required for the successful completion of this Project. Our Team is made up of licensed
professionals who are familiar with all applicable regulations and construction standards of the
City of Ocoee, State of Florida, St. Johns River Water Management District, Orange County, and
the Pinsly Railroad.
BFA understands this project involves the design, coordination, permitting and bidding services
(no construction phase services) for the construction of 20,500 feet of 12 -inch, 16 -inch and 20-
inch force main segments from the project's southern point of beginning at the corner of
Kissimmee Avenue to the project's point of completion at A.D. Mims Road in front of the City's
Wastewater Treatment Facility.
The City has made it clear that any necessary support services required for this project should
be included on the successful consultant's Team. BFA anticipates that we can provide the
majority of services in -house including engineering design; topographic, utility and boundary
surveying and mapping; subsurface utility exploration (soft digs); ecological services (if
required); and civil engineering for Stormwater Pollution Prevention Plans. BFA anticipates the
need for and has included Antillian Engineering to provide geotechnical investigations and
engineering services.
1 -31 ,�',
The overall project corridor can be best described in a series of project segments as follows:
12 -inch Force Main from H.M. Bowness Road to Bluford Avenue:
This 12 -inch segment of force main is 2,250 feet long, primarily located along Lee Street and
Franklin Street between H.M. Bowness Road and Bluford Avenue.
Design considerations for this pipe segment:
• The point of connection to the existing force main is in the right -of -way of H.M. Bowness
Road, which is S.R. 4371S.R. 438, and will need to be permitted through FDOT.
• The Lee Street right -of -way (ROW) is 40 feet wide and the Kissimmee Avenue ROW is 30
feet wide and parallel to the railroad. The proposed force main may need to be installed
in pavement in these sections.
• This segment includes a crossing of the Florida Central Railroad (owned by Pinsly
Railroad), and will need to be permitted through the railroad owner. A bore and jack of
this crossing is anticipated.
• The 40 foot long jacking pit for the railroad crossing could be best set up on the east side
of the railroad along the north side of Franklin Street. However, the force main would
best be installed on the south side of Franklin Street for the remainder of the segment to
reduce restoration costs.
16 -inch Force Main from Kissimmee Avenue to Franklin Street:
This 16 -inch segment of force main is 4,790 feet long, located along Columbus Street between
Kissimmee Avenue and Bluford Avenue; and along Bluford Avenue from Columbus Street to
Franklin Street.
Design considerations for this pipe segment:
• A 1,580 foot long portion of this segment of force main has already been designed by the
City of Ocoee and is included in the City's Bluford Avenue Stormwater and Utility
Improvements Project. This portion of City- designed force main is along Bluford Avenue
from Columbus Street to north of Delaware Street. The successful consultant will be
required to coordinate and match designs with the City for this Downtown force main
element of the project.
• The ROW width through this segment appears to vary in width in several areas from only
55' wide to 80' feet wide. ROW availability will need to be confirmed during survey and
design will need to address these variances.
• This segment of force main is directly adjacent to the City's Fire Station No. 25, and is
also a primary thoroughfare for vehicular and pedestrian traffic to Ocoee Middle School
and Ocoee Elementary School. Careful consideration needs to be given to traffic control
and the potential need for full roadway detours during the construction.
• Bluford Avenue in the vicinity of McKey Street and the signalized McKey Street
intersection have been recently hardscaped and consideration with regard to restoration
is necessary when considering passing through this area.
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20 -inch Force Main along Bluford Avenue, Rewis Street and Lakewood Avenue from Franklin
Street to the Lakewood Master Lift Station Site:
This portion of the 20 -inch force main is 2,840 feet long, located along Bluford Avenue, Rewis
Street and Lakewood Avenue from Franklin Street to the proposed Lakewood Master Lift
Station Site on the corner of Lakewood Avenue and Security Circle.
Design considerations for this pipe segment:
• This segment includes crossing Silver Star Road, which is a State Road (S.R. 438), and will
need to be permitted through FDOT. A horizontal directional drill may be the best
crossing method for this intersection. Relatively deep SPT borings will be an important
requirement of the geotechnical investigation in this area.
• On Bluford Avenue, in the vicinity of Silver Star Road, there is a storm sewer system to
consider in design in addition to the signalized intersection
• This segment includes crossing the Florida Central RailRoad at the intersection of Bluford
Avenue and Rewis Street, and will need to be permitted through the railroad owner. A
bore and jack is anticipated. Jacking and receiving pits will have to be carefully placed so
as not to impede the entrance to the "buffalo farm ".
• We understand the City of Ocoee will design the Lakewood Master Lift Station and the
successful consultant will coordinate with the City to incorporate the City's construction
documents for the master lift station with the consultant's force main construction
documents.
• The ROW width through this segment appears to vary in width in several areas from only
55 feet wide to 70 feet wide. ROW availability will need to be confirmed during survey
and design will need to address these variances.
20 -inch Force Main along Lakewood Avenue, Wurst Road and A.D. Mims Road from the
Lakewood Master Lift Station Site to the WWTF:
This portion of the 20 -inch force main is 10,360 feet long, located along Lakewood Avenue,
Wurst Road and A.D. Mims Road from the Lakewood Master Lift Station Site to the City's
Wastewater Treatment Facility.
Design considerations for this pipe segment:
• Portions of this segment along Lakewood Avenue and Wurst Road are located within
Orange County rights -of -way. Coordination and permitting with Orange County Public
Works will be necessary.
• The ROW width through this segment appears to vary in width in several areas from
only 50 feet wide to as wide as 100 feet. ROW availability will need to be confirmed
during survey and design will need to address these variances.
• This segment also includes crossing the Florida Central Railroad at the intersection of
Wurst Road and A.D. Mims Road A bore and jack is anticipated. Jacking and receiving
pits will have to be carefully placed due to the curve in the roadway at this location.
Preliminary Engineering: The goal of the preliminary engineering phase of the project is to
evaluate, develop and present project completion recommendations to the City of Ocoee in a
1 -33
manner that will allow the determination of the best and most cost effective fit for the
proposed force main within the project corridors. To achieve this goal, our Team, led by Project
Manager, Geoff Hennessy, PE, will first meet with City Staff to initiate the project and collect
and review all available information pertaining to the proposed project corridors, including
records, reports, aerials, maps, right -of -way and easements, property ownership, proposed
roadway construction plans, record drawings and utility as- builts.
Based on our understanding of this project, we know that early, thorough, ongoing and
consistent coordination during preliminary engineering and design will be essential to the
success of the project. We understand that we will be responsible for extensive coordination
with multiple stakeholders. Our primary coordination will be with the City of Ocoee Project
Manager. However, it will be imperative to coordinate with the FDOT, Orange County Public
Works Department, FDEP, SJRWMD, Pinsly Railroad, and existing utility owners who are located
within the project corridors. At the first stage of the project, our Team will initiate contact and
pre- design meetings with these stakeholders to obtain guidelines and information related to
the design, permitting and construction of the project.
It will be incumbent upon us, as the project designers, to evaluate the most feasible pipe
alignments and most efficient installation methods within the project corridors. We will
perform extensive field reviews of the project corridors to ascertain field conditions with
respect to utility alignment and design considerations.
Surveying: Upon receiving the Notice to Proceed, our Surveyor, Mr. Bill Miller, PLS, will review and
research the topographic, right -of -way and easement boundaries. We will then identify the survey
requirements along the project corridors and identify areas where subsurface utility excavation (SUE)
may be required. Our Survey Team will establish the Construction Base Lines specifically relative to the
force main corridor and perform the survey identified as necessary. Utilizing our own equipment,
including ground penetrating radar, utility locating equipment and vacuum excavation equipment, our
BFA SUE crews will perform any soft digs identified as necessary. We anticipate designating, survey
and vacuum excavation of existing utilities at regular intervals along the project corridor.
Geotechnical Investigation: Our Geotechnical Subconsultant, Mr. Peter Suah, PE, will mobilize
to perform auger borings, as required for the utilities construction, at suitable intervals within
the force main project corridors; and standard penetration tests (SPTs) at bore and jack and
directional drill locations such as the Silver Star Road crossing and the railroad crossings. We
will also obtain pavement test cores in all areas where we anticipate needing to install the force
main within existing paved roads for design of our roadway restorations. Our geotechnical team
will perform laboratory tests and analyses of the soil borings. A Soils Report will be prepared
for the project that will address soil classifications, existing and estimated seasonal
groundwater levels, pipe trench preparation, backfill recommendations and other geotechnical
recommendations or restrictions. The report will be submitted to City Staff for review and
ultimately, copies of the report will be included with the construction documents as
information available to bidders.
1 -34
Preparation of Construction Documents: With oversight from our Project Manager, Geoff
Hennessy, PE, and direction from our Project Engineer, Cynthia Malone, PE, our Team will
design the proposed force main improvements in plan and profile utilizing AutoCAD. We will
create General Notes and Standard Detail Sheets in accordance with the City's Engineering
Standards Manual. In addition, we will prepare any special cross section sheets that are
required to design railway and road crossings by directional drills and /or bore and jacks. We
also will prepare the Project Manual including specific Technical Specifications, General
Requirements, Bid Form, and a Measurement and Payment section that will relate directly to
each pay item in the Bid Form. Should the City request as part of the scope of work,
Maintenance of Traffic (MOT) plans and Stormwater Pollution Prevention (SW3P) plans will be
developed by our Team.
We will develop the construction contract documents through a series of 60 %, 90% and 100%
submittal packages. Each submittal package will include the documents required by the City of
Ocoee including construction drawings, technical specifications, bid form, and engineer's
construction cost estimate. Prior to each submittal, our QA /QC Officer, Daniel Allen, PE, will
conduct and provide written certification of an internal QA /QC review of the submittal package.
Following each submittal, we will meet with the City of Ocoee to obtain review comments and
discuss the documents and then prepare a written list, in spreadsheet form, of the City's
comments and actions taken and submit that list to City for verification prior to revising the
construction documents in accordance with the comments.
Permitting: BFA anticipates the need to prepare and submit the following permit applications:
FDEP Application for Constructing a Domestic Wastewater Collection/ Transmission System;
Pinsly Railroad Applications for Utility Installations; FDOT Utility Permits; and FDEP's Generic
Permit for Stormwater Discharge from Large and Small Construction Activities (NPDES). The
project does impact Orange County ROW on portions of Lakewood Avenue and Wurst Road.
Therefore, our Team will coordinate with Orange County Public Works for review and pre_
approval of the construction documents prior to bidding. However, we anticipate the selected
contractor will prepare, submit and pay the Orange County Underground Utility and ROW
Permit Applications.
During the preparation of construction documents, we will begin to prepare the necessary
permits for the project. Once the City has approved final construction documents, we will
finalize and submit the required permit applications with supporting documentation and
applicable fees. We understand that the City relies on their consultant to prepare thorough
permit application packages that allow efficient review and approval by the jurisdictional
agency involved. Our goal in the permitting phase of a project is to prepare high quality
submittals that limit the need for requests for additional information (RAI) from the permitting
agencies. In the event RAI's are submitted, we will coordinate our responses with City Staff
accordingly. At this level of completion of the project, it is crucial to obtain the necessary
permits as quickly as possible to allow the project to proceed to the bidding phase.
1 -35
Public Involvement: The project corridor along Bluford Avenue, Rewis Street, Lakewood
Avenue, Wurst Road and A.D. Mims Road are developed and the roads carry significant traffic.
Should the City wish to include a public involvement component in the scope of work for the
project, with oversight from our Project Manager we will prepare for and conduct at least one
(1) pre- construction community meeting to discuss the proposed construction with adjacent
residential property owners, business owners and potentially affected commuters.
Bidding Assistance: Our Team will prepare bidding documents and coordinate closely with the
City's Purchasing Department, respond to bidders' questions and prepare written addenda,
attend the pre -bid conference, prepare meeting minutes, evaluate bids and make a
recommendation of award. We have the prescribed forms in place to tabulate and certify the
bids. All bids will be compiled into an Excel spreadsheet, checked for math errors and
compared against the Engineer's Estimate. In addition, we have a standard reference checklist
that we use to verify contractor's references and evaluate the specifics of a contractor's
previous project performance. We then will include the certified bid tabulation and the results
of the contractor's reference checks in the Recommendation of Award Letter for the City's use.
SPECIAL CONSIDERATIONS:
Major Road and Railroad Crossings: The project corridor includes making a force main
connection within H.M. Bowness Road, (S.R. 437/ S.R. 438), crossing under Silver Star Road (S.R.
438), and crossing the Pinsly Railroad at three locations. We anticipate crossing the railroad by
bore and jack, and crossing S.R. 438 by either directional drill or by bore and jack. For S.R. 438,
we will evaluate the crossing and recommend the most viable and cost effective of the two
potential trenchless crossing methods. Obtaining approval for the roadway crossing, the
railroad crossings, and occupying portions of Orange County rights -of way will require early
dialog with the Florida Department of Transportation, the Pinsly Railroad and Orange County
Public Works. Pre - design meetings will be conducted early in the project to discuss the design
concepts, soils conditions, future planned improvements and construction issues, and to
ascertain submittal requirements and review schedules.
Public Involvement: Coordination and discussion with the homeowner's, businesses and public
schools in the project area are critical to the acceptance of the project by the residents,
businesses and commuters in the area. Should the City request assistance within the scope of
work of the project, BFA has successfully developed and conducted public participation
programs on many similar projects in urban settings throughout Orange County and the City of
Orlando.
POSSIBLE DIFFICULTIES AND ALTERNATIVE APPROACH:
It is apparent that the urban roadways in the project corridor are well traveled and important
thoroughfares for the City of Ocoee and Orange County residents. We have reviewed daily
traffic counts reported by Orange County and have found the following:
• Bluford Avenue, south of McKey Street; 12,500 cars per day.
• Bluford Avenue from McKey Street to Rewis Street; 8,200 cars per day.
• Silver Star Road in the vicinity of Bluford Avenue; 13,800 cars per day.
1 -36
• Lakewood Avenue from Rewis Street to Wurst Road; 6,700 cars per day.
• Wurst Road from Lakewood Avenue to A.D. Mims Road; 5,500 cars per day.
• A.D. Mims Road from Wurst Road to Clarke Road; 6,900 cars per day.
The high traffic and the numerous important connecting roads, in addition to the critical
locations of Ocoee Fire Station No. 25, Ocoee Middle School, and Ocoee Elementary School will
present difficulties and could potentially create hazardous conditions to the public and
construction crews. We believe it would be prudent to include a vehicular and pedestrian
Maintenance of Traffic Plan with project construction plans and specifications. This way, we, as
the design engineer, can present for the contractor's consideration well thought out controls
and safeguards necessary to protect the public and workers from traffic hazards during
construction, and protect the general public using these corridors on their daily commutes.
SPECIALIZED SKILLS:
We consider our extensive experience with municipal pipeline projects through urban corridors
to be our most important specialized skill for this Project. Our key Team members have specific
in -depth knowledge of City of Ocoee design and construction standards and procedures and
extensive design and construction experience though many of the same or similar City of Ocoee
high traffic urban corridors. Our key Team Members are considered experts in their field and
add significant value to the overall Team.
Three (3) areas of expertise where we believe our Team provides the City of Ocoee unique
specialized skills directly correlated to this project are 1) our Team's large pipeline design
experience within major urban public roadways, 2) our extensive knowledge of trenchless
technology construction methods and 3) our past involvement in projects requiring critical
public involvement.
1) Our Project Manager, Geoff Hennessy and Project Engineer, Cynthia Malone, who have
worked together for over 15 years, are highly experienced with Central Florida utility
pipeline design and construction projects within major urban public roadways. Geoff has
designed over 130 miles of Central Florida pipeline projects, 60 miles of which has been
large diameter water and wastewater and reclaimed water transmission mains ranging in
size from 16 -inch to 42- inches. Cynthia has participated in the design of more than 100
miles of Central Florida pipeline projects. More importantly, since 1993, while employed by
a previous company, Geoff has designed over 14 miles of utility piping throughout the City
of Ocoee, including many of the same corridors as this project. He has designed 46,900 feet
of water mains, 25,000 feet of reclaimed water mains, 5,200 feet of force mains and 1,400
feet of sanitary sewer. Working with Geoff, Cynthia has participated in many of the same
designs for a total of over 10 miles of utility piping within the City.
2) Our Team has extensive trenchless technology knowledge and experience that has spanned
over 20 years in Central Florida. We were able to highlight some of Geoff's and Cynthia's
recent projects in earlier sections of this proposal, but that is only a small portion of our
Team's trenchless technology experience. Specifically for horizontal direction drilling
1 -37
projects, we have developed spreadsheets to verify the length and limits of construction
and required pipe wall thickness using industry standards Our Team's projects have
included trenchless crossings of causeways on the coast; rivers, canals and streams in
Central Florida; major arterial roadways and expressways; and all the railroad companies in
Central Florida.
3) Our Project Manager, Geoff Hennessy and Project Engineer, Cynthia Malone, routinely
conduct successful Community Meetings in support of utility pipeline projects in urban
corridors. For example, they recently prepared and conducted a public participation
meeting for the City of Orlando's Dahlia Drive Sanitary Sewer Improvements project located
in unincorporated Orange County. The project will significantly impact the commute of the
Orange County residents and businesses in the project corridor. In another example, Geoff
and Cynthia (as a subconsultant to the prime engineering consultant) prepared and
conducted a community meeting for Orange County Utilities Southern Service Area
Transmission Main Project. This project involves the construction of approximately 4,100
feet of 42 -inch diameter pipe and 4,200 feet of 36 -inch diameter pipe, much of which is to
be installed along the urban and heavily landscaped Town Center Boulevard in the Hunter's
Creek Home Owner's Association area. Most recently, Geoff and Cynthia prepared and
conducted two public participation meetings for the City of Orlando's Marks Street Utility
Improvements Project. This project involves the replacement of 4,700 feet of the City's
gravity sanitary sewer system and OUC's 12 -inch and 20 -inch water main in an urban mixed
residential and commercial corridor that is also fronted by Lake Highland Preparatory
School. The project will require a series of seven (7) construction phases and associated
MOT phases including full roadway detours to complete construction. As a company, BFA
developed and implemented a successful community outreach program to the Holden
Heights community that resulted in widespread community acceptance of the Holden
Heights Community Improvements Project. We have a thorough understanding of the
requirements for successful public outreach.
1 -38
_'
1.10 Current and Projected Workloads
Over the past four years, BFA has been very fortunate to retain our staffing capacity during
these economic times. The table below presents the availability of the key project staff. This
availability is expected to increase because several projects are winding down over the next 2
to 4 months. This availability will peak as the notice to proceed is issued for the services
required for the Ocoee West Sanitary Transmission Main Project. This will enable us to meet
anticipated project requirements for schedule, budgets and quality service. We firmly believe
that with the proposed Project Team, we can staff and manage the project through completion
and meet all critical project milestones.
Name
Current Clients
Current
Workload
Availability
for Contract
Daniel L. Allen, PE
Project Director, QA /QC
City of Ocoee
40
City of Longwood
5
City of Orlando
10
ToHo Water Authority
5
Orange County
40
Geoff Hennessy, P.E.
Project Manager
City of Ocoee
65
City of Longwood
5
City of Orlando
15
Orange County
15
Cynthia Malone, P.E.
Senior Project Engineer
City of Ocoee
55
City of Orlando
10
Orange County
35
Willie E. Thomas, PE
Senior Project Engineer
City of Ocoee
30
City of Longwood
5
City of Orlando
10
Orange County
25
ToHo Water Authority
15
Miami -Dade County
15
Erin J. Giblin, PE
Project Engineer
City of Ocoee
40
City of Longwood
20
City of Orlando
5
Orange County
35
William Miller, P.L.S.
Senior Surveyor and
Mapper
City of Ocoee
35
City of Orlando
5
City of Ocoee
5
Orange County
15
GOAA
25
FDOT District 5
5
Other Clients
10
1 -39 �A
SECTION 2
FIRM 's OFFICE LOCATION AND OTHER FORMS "'�.� .•/`
2.1 Office Location
Prime Consultant — Barnes Ferland and Associates,_ Inc.
Total Distance — 12.38 miles
Estimated Travel Time — 23 minutes
2.2. Company Information /Signature Sheet
Company Information / Signature Sheet is provided on the following page.
2 -1
COMPANY INFORMATION /SIGNATURE SHEET RFQ #1401
FAILURE TO COMPLY WITH THESE RFQ INSTRUCTIONS WILL RESULT IN DISQUALIFICATION OF
YOUR QUALIFICATION PACKAGE. PLEASE SIGN BELOW ATTESTING THAT YOU HAVE READ AND
UNDERSTAND ALL RFQ INSTRUCTIONS AND THAT YOU UNDERSTAND THAT THE SUCCESSFUL
RESPONDENT WILL BE REQUIRED TO ENTER INTO A LEGALLY BINDING CONTRACT WITH THE
CITY OF OCOEE.
Barnes, Ferland and Associates, Inc.
dba: BFA Environmental
COMPANY NAME
AUTHORIZED SIGNATURE (manual)
(407) 896 - 8608
TELEPHONE (INCLUDE AREA CODE)
(407) 896 - 1822
FAX (INCLUDE AREA CODE)
daflen@bfaenvironmental.com
E- MAIL, ADDRESS
IF REMITTANCE ADDRESS IS DIFFERENT
FROM PURCHASE ORDER ADDRESS,
PLEASE INDICATE BELOW:
D aniel L, Allen, P.E.. Sr. Vice Pres ident
NAME /TITLE (PLEASE PRINT) Same
1230 Hillcrest Street
STREET ADDRESS
Orlando, FL 32803
CITY STATE ZIP
FEDERAL ID # 59- 3237612
Individual Corporation _x_ Partnership Other (Specify)
Sworn to and subscribed before me this 9th _day of September 1 2014_.
Personally Known x or
Produced Identification
N/A
(Type of Identification)
E ruse Notary Public State of Florida Pamela Gibbs Stevens My Commission EE104904 r f� Expiros 09 /1912015
Notary Public - State of Florid
County of Orange
,� �7
Signature of No ary Public
Pamela Gibbs Stevens
Printed, typed or stamped
Commissioned name of Notary Public
RFQ # 1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 14
2 -2
13 J4
2.3 Acknowledgement of Addenda
Acknowledgement of Addendum is provided on the following page.
or Cacnm ?aeione
S. Scott Vaadergrift John Grogan, D istrict I
Roeentary wilsnn, Digtrict2
City Mgnngor Ru;ty Johnaon, District ,3
Robert Frank Joel F. Keller, District 4
(_)( -(W
flout cia
September 3, 2014
ADDENDUM NO: ONE (1)
CITY OFOCOEE RFQ #1401
ENGINEERING SERVICES FOR OCOEE WESTSANITARY TRANSMISSION PROJECT
This addendurn consists of two 2 pages, and shall modify and become it pmt of the or RFQ documents for Engineering
Services for Ocoee West Sanitary ' fransmission Project. Respondents shall acknowledge receipt of this Addendum in the space
provided on this Addendum. Failure to do so may subject the Respondent to disqualification. The RFQ due date remains the same.
The following Documents have been posted to Demandstar:
I, Pre - Submittal Conference Sign -in Shect 8119/14
2. Presentation at Pre - Submittal Conference 8119114
3. filuford Avenue Stormwater and Utility improvements Project Drawings
Amendments and /or Clarificatiotrs to the RFQ documents are as follows:
Clarification #1
Firm shall he considered "I'IRM/TEAM" when referenced within Request for Qualifications (RFQ) #1401. "FIRM/TEAM"
shall include all sub- consultants to support prime Consultants work.
Clarification H2
Incidental to and in support with, the City has cause two portions of the project (pre - staged work) to be design and permit
and shall, if in the best interest of the City and other mutual parties, cause the construction of those potion of the project
beforc/or during the Consultant design efforts. Consultant shall be required to coordinate with City and others all pre- staged
work.
Clarification 43
As indicated in Table "Evaluation Criterion" Page 12 responders to the RFQ should include it "Project Approach ". Failure to
provide a project approach will result in no paints awarded for that category.
Amend #I: "C. Scope of Services"
Original:
The selected Consultant will assist the City by supplying sanilmy sewer transmission design, coordination, permitting, and
bidding services needed to support the PROJECT, It is anticipated that both geotechnical and professional land survey
services will be needed 'm support of the design of the PROJECT. Consultant will be tasked with preparing a detailed scope
and necessary support scrvices, where the City will procure those services utilizing ongoing prufessiuual contracts.
Shall be replaced with:
"file selected Consultant will assist Ire City by supplying sanitary sewer transmission design, coordination, permitting, and
bidding services needed to support the PROJECT w_iuchshttll..uk.!ud_s..411_ne ed Su, b- coftsuldarlt ery lOe o s u port Lh5 C(FOrts
4�1.4_Con,� larZ.
City of Ococc • 150 N Lakeshore Drive • Ocoee, Florida 14761
phoce: (407) 905 -3 t00 • rim. (407) 905 -3194 • ,vww occee.mg
2 -3
Amend #2: "1. Firm's Qualifications"
Original:
• List of all firm's employees, their qualifications, and their rote in providing the desired City services.
• Firms and employee's certifications and registration with regulatory agencies, professional organizations, etc.
• List firm's sub - consultants, their qualifications, and their role in this project.
• List of firm's other current or recently completed similar services within the past two 2 years with other public or private
agencies.
List and quantity of firm's (and firm's sub - consultants' if applicable) equipment including survey instruments, computers,
plotters, vehicles, etc.
• List of at least three (3) client references to include organization name, contact person, telephone number (s), and e-mail address.
• Project Manager education, experience and any special consideration
• Key Project Members education, experience and any special consideration
• Firm's Project organization and coordination snveture
Shall be replaced with:
• List of all firm's employees, their qualifications, and their role in providing the desired City services.
• Firm's and employee's certifications and registration with regulatory agencies, professional organizations, etc.
• List firm's sub - consultants, their qualifications, and their role in this project.
• List of firm's other current or recently completed similar services within the past five (S) years with other public or private
agencies.
• List and quantity of firm's (and firm's sub - consultants' if applicable) equipment including survey instruments, computers,
plotters, vehicles, etc.
• List of at least three (3) client references to include organization name, contact person, telephone number (s), and e-mail address.
• Project Manager education, experience and any special consideration
• Key Project Members education, experience and any special consideration
• Firm's Project organization and coordination structure
c Tolbert,
/ CPPB
Purchasing Agent
cc: Evaluation Committee
Title
All respondents shall acknowledge)this addendum In your qualification package by completing the section below and including
in Section II- Firm's Office Locatitill & Qthej
Respondent: Barnes add' ssocia Inc. (dba: BFA Environme
Signature: r
NIaroe. Daniel L. Allen, P.E.
Senior Vice President
RFQ 1401— Addendum #I
2 -4
2.4 Minority Certification
,J R j� $.B /Jp _ 9 j
Minority, Women & Florida Veteran
Business Certification
Barnes, Ferland and Associates, Inc.
I cartifted under the provisions of
287 and 293.187. Floriia Statutes for a period from:
so
06117/2013 06/17/2015
T u
A 4 4 �'SO
SERVICE
2.4 Summary of Litigation
In 2009 and 2010, BFA provided field services, as a subconsultant to Parsons Brinckeroff, during
the drilling of the water supply wells at Orange County's Southern Regional Water Supply. The
driller for the project was A.C. Schultes of Florida. Near the end of the drilling contract, Orange
County awarded the treatment plant construction project to Wharton Smith. Wharton Smith's
site subcontractor, Emerald Utilities & Site Development, filed a claim three years later that the
water discharged from the well testing performed by A.C. Schultes impacted their project
schedule. Four other companies were also named in the claim. Our insurance carrier has filed
a motion to dismiss the claim.
2 -S
2.5 Certificate of Insurance
A � CERTIFICATE OF LIABILITY INSURANCE
BARNFER -01 CDIXON
DATE tMmwfyyy)
B/19f2014
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 WANED, 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 endorsemen s).
PROD410ER
Ames & Gou9h
CONT _
NAME: ... IAA, N ° }1 (
PHONE 703 -227 F� 703 827 -2
E " ! !` ( ) 8
8300 Greensboro Drive
�' • N° - - -- -..
Suite 980
ADDR
McLean, VA 22102
INSUREFybI AFFORDING COVERAGE NAIC r
INSURERA:Travelers Indemnl Com any 25656
INSURED
INSU RERS: Phoenix Insurance Company A +, XV 256 _
INSURER C Travelers Casu and .Surety Company 19038
Barnes Ferland & Associates, Inc.
1230 Hillcrest Street
INSURER D: — - -
- - -- _ - —
Orlando, FL 32803
INSURER E
DAMAGE REFTTEn
pREN115ES (EN aaxrer,caj
IN SU 1111.
COVERAGES OFRTIFICATF 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. NOTWTHSTAND(NG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WNICFI 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 SHO WN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
- -._ aR _ POLICY EPP POLICY EMP �._. _. __...__.._. __..._......._._._....
LT TYPE OF INSURANCE POLICY NUMBER MMIDDrYYYY MM/D NYYY ) LIMN
A
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COMMERCIAL GENERAL LIABILITY
AUTHORIZED REPRESENTATIVE
EACH OCCURRENrE
1
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CLAIMS-MAUL t ^__I Gccwf
'880.10153222
08!0112014
0810112015
DAMAGE REFTTEn
pREN115ES (EN aaxrer,caj
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MF FXP IAPY rx w �eraonl ..
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PERSONAL L ADV INJURY
GENERAL AGGREGATE
GErrL
AGGREGATE LIMIT APPLIES PER
$ 2,000,00
X
POLK:Yn JF i F LOC
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PRODUCTS - COMPIO
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AUTOMOBILE LIABILITY
CCMNIW EDSXJGLE LAII
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DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES IACORD IOI, Adc UwW R—Ox Sch°OWe, may"SUChO N m°r° spay is raquirMl
(0 1966 -2014 ACUKU CUKPUKA I ION. All rlgnts reservau.
ACORD 26 (2014101) The ACORD name and logo are registered marks of ACORD
2 -6
/a3
a AM
- Y WI
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
BFA Environmental Consultants
ACCORDANCE WITH THE POLICY PROVISIONS.
1230 Hllicrest Street
Orlando, FL 32803
AUTHORIZED REPRESENTATIVE
(0 1966 -2014 ACUKU CUKPUKA I ION. All rlgnts reservau.
ACORD 26 (2014101) The ACORD name and logo are registered marks of ACORD
2 -6
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A C"RV • DATE (MMMDNYYY(
CERTIFICATE OF LIABILITY INSURANCE 08/05114
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 pollcy(tes) 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 Ileu of such endorsement(s)-
PRODUCER NAME: Aw Rlsk Smvices, Inc of Florida
AM Risk Smvlcrx, Iro d Fbrida
1001 BricW Bay Drive, Sultw #1100 A/C No Est : 800 - T43 - 8130 AIC N oY. 800 - 522 - 751 4
MI-aml, FL 331314931 EM I
ADDRESS: ADP.COI.Conter@Aon.com
INSURERISI AFFORDING COVERAGE NAIC 0
INSURER A: Rkwk Wtirnal U.wmnco Co 23817
INSURED INSURER B
ADP T"Scurrs MI XXX, I-
1.200 S-1.4 Drove INSURER C
Miami, FI. 33173 INSURER D
ALTENNATE EMPLOYER
Dernes, Fedmd, aM Assxlwtes Inc INSURER E
1130 UPI SA—I INSURER F
OrI.M., FL 32803
COVERAGES CERTIFICATE NUMBER: 025739 REVISION NUMBER:
IN SURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
i
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
Bsrnu, Fedand, and Asaa'Jamw Inc THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
1230 HW.M Svc 1 ACCORDANCE WITH THE POLICY PROVISIONS.
OrPondu, FL 32803
AUTHORIZED REPRESENTATIVE
p4oa &i-Sk$e'C&'&es, Qaco oflotida
(0 1988 -2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD
2-7
THIS IS TO CERTIFY THAT THE POLICIES OF
INDICATED. NOTWITHSTANDING ANY RFOUIREMENT, 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 CONDI'YKN -!5 OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SHOWN AREAS REQUESTED.
NSA ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS
LTR TYPE OF INSURANCE INSft WVD MMIDDlYYYY MMlODIYY
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GENERAL UABIUTY ENTED
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Pegasus
September 9, 2014
City of Ocoee
Finance Department/ Purchasing
Attn: Ms. Joyce Tolbert
150 North Lakeshore Drive
Ocoee, Florida 34761
Re: Cover Letter - Engineering Services for
Ocoee West Sanitary Transmission Project
RFQ #1401
Dear Ms. Tolbert:
Our Pegasus -CPH Engineering Team appreciates this opportunity to submit our Team's
qualifications to provide the City of Ocoee with engineering services for this project. Pegasus will
serve as Prime Consultant on this contract and will be responsible for overall contract and project
management, and will lead our Design Team "1 ". CPH will serve as our primary subconsultant and
lead our Design Team "2 ". CPH will also provide High Definition Laser Right -of -Way Scanning where
necessary to assist with pipeline alignment decisions.
Pegasus Engineering, LLC is a public infrastructure engineering firm with extensive successful
experience by our firm's personnel in all phases of planning, design, permitting, bidding, and
construction administration of utility pipeline, roadway, drainage, and projects for Florida cities,
and counties. Pegasus is an MBE - certified firm by Orange County and the State of Florida. Pegasus
is thoroughly experienced in addressing all types of utility design and coordination issues along
both urban and rural roadways.
Pegasus notes with pride that our 11 Florida- registered Professional Engineers have a total
combined experience of over 235 years. Pegasus senior engineering staff have a proven record of
providing successful engineering services to numerous governmental entities including the Cities
of Altamonte Springs, Clearwater, DeBary, Daytona Beach, Deltona, Delray Beach, Edgewater,
Lakeland, Lake City, Longwood, Mount Dora, New Smyrna Beach, Ocoee, Orange City, Orlando,
Ormond Beach, Plant City, Pierson, St. Petersburg, Titusville, Winter Garden, Winter Haven,
Winter Springs, Windermere, and Winter Park and the Counties of Citrus, Polk, Pasco, Brevard,
Flagler, Indian River, Lake, Marion, Orange, Osceola, Santa Rosa, Seminole, and Volusia.
Our Principal -in- Charge / Project Manager, Fursan Munjed, P.E., has directed over 100 successful
public infrastructure projects, including roadway, drainage, and public utility pipeline projects. Mr.
Munjed has extensive experience in Ocoee, including having recently served as Project Manager
on Ocoee's Southwest Development Utilities Project. His other experience in Ocoee includes: the
Maguire Road Widening (Segments 1 and 2) including the bridge over the Florida Turnpike,
Professional Parkway / Old Winter Garden Rd. Widening, Maine St. Alignment Study, White Rd.
Improvements, 7 th Ave. Improvements, Maguire Rd. / S.R. 50 Intersection Improvements, Maguire
Rd. / Moore Rd. / Roberson Rd. Intersection Improvements, and the Bluford Ave. / Orlando Ave.
Intersection Improvement project.
RFQ #1401 - Engineering Services for Ocoee West Sanitary Transmission Project
September 9, 2014
Pegasus and CPH have successfully teamed together on previous governmental contracts, including
on -going projects under a current continuing contract with the City of Orlando where CPH is the
prime consultant and Pegasus is a subconsultant. CPH also has extensive experience in Ocoee,
having recently designed the City's utility improvements associated with the on -going S.R. 50
Widening Project. CPH has designed and permitted over 300 miles of pipeline projects with pipes
ranging in size up to 54 inches diameter. CPH has extensive experience in pipeline construction
techniques, including directional drilling and Jack and Bore. CPH has successfully permitted
hundreds of pipeline projects throughout the State of Florida.
Pegasus' Beth Whikehart, P.E. will serve as Leader of our Design Team 1. Beth recently served on
the same capacity on the above referenced Ocoee Southwest Development Utilities Project. David
Mahler, P.E. of CPH has significant experience in Ocoee and will serve as Leader of our Design
Team 2. Resumes for Ms. Whikehart and Mr. Mahler and our other key Team members are
included in Section 5 Team Resumes.
Pegasus' record in consulting engineering in achieving long -term "collegial" relationships with
governmental staff, subconsultants, and permitting agencies and our unsurpassed "error and
omissions claims performance attests to our success in achieving the objectives of our
governmental clients. Our emphasis on the ability to efficiently design projects, coordinate
subconsultants, estimate costs, provide effective QA /QC reviews, and obtain required permits from
multiple regulatory agencies, has ensured that Pegasus' projects have consistently met budgets and
schedules. This can be attributed to our highly experienced engineering staff our emphasis on
partnering with subconsultant Team members, well established QA /QC procedures, and our
emphasis on an on -going responsive relationship with client staff members.
Our Pegasus -CPH Team appreciates this opportunity to submit our interest and qualifications to
serve the City on this project, and we guarantee the City will be pleased with our Team's provision
of timely, cost - effective, and highly ethical services.
Sincerely,
THE PEGASUS -CPH TEAM
Fursan Munjed, P.E.
Principal -in- Charge / Project Manager
WWI x
c�c o
TABLE OF CONTENTS
Tabs
Cover Letter
Table of Contents
1 -
The Pegasus -CPH Team
2 -
Understanding and Approach
3 -
Projected Workloads
4 -
Licenses, etc.
5 -
Team Resumes
6 -
Similar Projects
7 -
Equipment List
8 -
References
9 -
Office Locations & Forms
Table of Contents
PegaSUS RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
RFQ #1401
Engineering Services for
Ocoee West Sanitary
Transmission Project
The Pegasus-CPH Team
vWx 1. THE PEGASUS -CPH TEAM
A. Introduction to Pegasus -CPH Team
Pegasus Engineering, LLC is an MBE - certified public infrastructure engineering firm with extensive
successful experience by our firm's personnel in all phases of planning, design, permitting, bidding, and
construction administration of utility pipeline, drainage, and roadway projects for Florida cities and
counties. Pegasus senior personnel have extensive experience in completing infrastructure design services
for the City of Ocoee, including the recent Southwest Development Utilities Project. For this contract,
Pegasus has teamed with highly respected CPH, Inc. based on the unique qualifications of our two firms,
our mutual project experience for the City, and our well - established record of our two firms working
closely together as a team on public infrastructure projects for local government.
Pegasus will serve as Prime Consultant on this contract and will be responsible for overall contract and
project management, and will lead our Design Team "1 ". CPH will serve as our primary subconsultant and
lead our Design Team "2 ". CPH will also provide High Definition Laser Right -of -Way Scanning where
necessary to assist with pipeline alignment decisions.
B. TEAM MEMBERS
Listed below are our Team members who will provide project management, engineering, design,
surveying, SUE, geotechnical and contamination services, and related services for our Team's design of the
Ocoee West Sanitary Transmission Project:
1. Assignment /Title Name Years Experience
Pegasus Engineering, LLC
Principal -in- Charge /Sr. Project Manager Fursan Munjed, P.E. 22 years
Design Team "1" Leader Beth Whikehart, P.E. 12 years
Construction Plans Keith Johnson, P.E. 12 years
Sean Beck, Sr. Designer 13 years
Maintenance of Traffic (MOT) Plans Juan Fong, P.E. 21 years
2. Primary Subconsultant
CPH, Inc.
Design Team "2" Leader David Mahler, P.E. 24 years
Construction Plans Jay Morris, P.E. 14 years
Construction Plans Mason Gardberg, E.I. 2 years
High Definition Laser Right -of -Way Scanning Thomas Galloway, PSM 24 years
Tab 1 1 Pagel
Pegasus RFQ 41401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
(W(WO
1. THE PEGASUS -CPH TEAM
3. Other Subconsultants
Southeastern Surveying and Mapping Corp.
Surveying Gary Krick, PSM 41 years
Utility Location Services (SUE) Darryll DeMarsh, GPRT 21 years
PSI, Inc.
Geotechnical Robert Trompke, P.E. 19 years
Contamination Lydia Wing, BS 20 years
C. ORGANIZATION CHART
An Organization Chart for our Pegasus -CPH Team is included in this section. Resumes for our key Team
members are included in Section 5. Our Team's project understanding and approach are addressed in
Section 2, with our Team member availability addressed in Section 3, resumes are included in Section 5,
recent similar projects are included in Section 6, and the requested references are included for Pegasus
and CPH in Section 8.
Pe Tab 1 1 Page 2
ga5u5 RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
Organization Chart
Permitting Entities
FDEP, Orange County, FDOT,
Florida Central Railroad
QA / QC Constructability Reviews
(Individuals to be assigned)
Beth Whikehart, RE
Keith Johnson, P.E.
Sean Beck, Sr. Designer
Surveying & Utility
Location Services
Southeastern Surveying and
Mapping Corp.
Gary Krick, PSM
Darryll DeMarsh, GPRT (SUE)
Juan Fong, RE
Permitting
Coordination
David Mahler, P.E.
Permitting
Coordination
Jay Morris, P.E.
Mason Gardberg, E.I.
RFQ #1401
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Engineering Services for
Ocoee West Sanitary
Transmission Project
40 W/
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2. UNDERSTANDING AND APPROACH
2. UNDERSTANDING AND APPROACH
Our Team's project understanding and approach have been developed based on our review of the
following:
• City of Ocoee's Request for Qualifications (RFQ) #1401;
• Information provided by City staff at the City's pre - submittal conference on August 19, 2014, including
the handout materials;
• Ocoee West Wastewater Utility Plan by Reiss Engineering, dated August 2008;
• Draft Technical Memorandum of Western Force Main Route Extension (Revision #2) by Reiss
Engineering, dated June 2011;
• Final conceptual Downtown Ocoee Sewer Plan — Analytical Results (Technical Memorandum) by Reiss
Engineering, dated March 2014;
• City of Ocoee CIP — 5 -Year Plan, Fiscal Years 2015 -2019;
• Bluford Avenue Stormwater and Utility Improvements Project Construction Plans, dated July 2013;
• Bluford Avenue Stormwater and Utility Improvements Project Permit Submittal, dated March 2013;
• Bluford Avenue Pollutant Removal Structure 100% Plans by PEC, dated January 2006; and
• Preliminary route site visit.
We understand that the City's proposed project includes the design, coordination, permitting, and bidding
services for construction of the Ocoee West Sanitary Transmission Project. This project is primarily
intended to provide additional capacity and redundancy to the existing eastern backbone force main
system while relieving the currently overloaded systems in the City's southerly sanitary sewer service area
and along S.R. 50. Wastewater flows in that area are currently routed easterly along S.R. 50 and then
northerly along Clarke Road to the City's Wastewater Treatment Facility (WWTF). The City's proposed
force main alignment along Bluford Avenue will also provide convenient force main connection availability
for the proposed Downtown Ocoee sewer collection system. That proposed collection system is intended
to create opportunities for additional commercial development in Ocoee's downtown area, while reducing
nutrient loadings in groundwater from existing septic tank / drainfields in the FDEP designated Wekiva
Basin.
We understand that the City's proposed force main alignment includes approximately 4 miles of 12 -inch,
16 -inch and 20 -inch diameter force main. Figure 1 provides a schematic alignment for this proposed force
main system. We also understand that a Master lift station will be designed for the City by others at a site
near the northeast corner of the Lakewood Avenue / Security Circle intersection. While our Team has not
had an opportunity to review the hydraulic modeling performed by the City's wastewater transmission
system consultant (Reiss), we assume the proposed Master lift station is intended to serve primarily as a
"re- pump" facility due to future system hydraulic considerations. Our Team will coordinate closely with
City staff and the City's lift station design consultant to establish the interface piping and valve
configuration between the Lakewood Avenue force main and the proposed Master lift station. This
coordination will also address selection of the desired PVC pipe class, and positioning of air release valves
at appropriate locations.
Tab 2 1 Page 1
Pegasus RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
0
m, �f./ 2. UNDERSTANDING AND APPROACH
A segment of the proposed 12 -inch force main along Maguire Road and across S.R. 50 was recently
designed by CPH and is being constructed as part of FDOT's on -going S.R. 50 widening improvements. Our
Team is prepared to design the necessary remaining short sections of 12 -inch pipe that will provide for
connection to the existing force main piping north and south of S.R. 50. This will provide for the desired
routing of wastewater flow in a northerly direction along Maguire Road, as the flow direction in the
existing Maguire Road force main will be reversed when the Ocoee West Transmission System is
completed and placed in operation.
The proposed alignment for the 16 -inch section of the proposed force main system commences at the
intersection of Maguire Road and West Columbus Street, and is proposed to extend east along Columbus
Street. The City's construction plans for the above referenced Bluford Avenue Stormwater and Utility
Improvements extend from Columbus to just north of Delaware Street. The City's plans indicate that the
16 -inch force main is proposed to be constructed along the south side of Columbus, and the force main
along Bluford is proposed to be located on the east side of the road through the downtown area north to
Franklin Street.
A 2,250 foot long section of east -west 12 -inch force main is proposed to be installed along Lee Street and
Franklin Street, with a connection to the proposed Bluford Avenue force main at the Bluford / Franklin
intersection. A railroad crossing will be required prior to construction of this east -west 12 -inch force main
section. A pipe crossing contract must be coordinated with the Florida Central Railroad Company (a part
of the Pinsly Railroad Company) which is initiated with an application submittal. Pegasus recently
coordinated a railroad crossing with the Florida Central Railroad during Pegasus' design of the Plant Street
Widening Improvements for the City of Winter Garden.
At the Bluford / Franklin intersection, the force main will be increased to a 20 -inch diameter. A culvert
crossing will be required just north of Franklin. The 20 -inch force main will extend north along Bluford
across Silver Star Road where an FDOT Right -of -Way Utility Permit will be required. At the Bluford / Rewis
junction, the 20 -inch force main will require a railroad crossing, with a pipe crossing contract to be
coordinated with the Florida Central Railroad. The force main is then aligned along Rewis to Lakewood,
and thence north along Lakewood to the proposed Master lift station site located at the City's designated
site north of Security Circle. The 20 -inch force main will then extend north along Lakewood through
approximately 2,500 feet of Orange County right -of -way to the Wurst Road intersection. Other design
considerations include a petroleum groundwater plume that has been identified at the Lakewood
(Clarcona -Ocoee Road) / Wurst Road intersection where the former Circle K #7046 facility was located.
This issue will be addressed during our preliminary and final design phases.
The 20 -inch force main will then continue east along Wurst Road in 1,325 feet of unincorporated Orange
County right -of -way to Peters Avenue, thence continuing within the City limits to the junction with A.D.
Mims Road, and thence east along A.D. Mims Road to a connection with the influent system to the City's
WWTF. A railroad pipe crossing contract will be required with the Florida Central Railroad at the Wurst
Road / A.D. Mims Road junction. We understand the City has already commenced the process with the
railroad to obtain this pipe crossing contract.
Tab 2 1 Page 2
Pegasus RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
'J
2. UNDERSTANDING AND APPROACH
Force Main Design Approach
Our Pegasus -CPH Team proposes that this force main design project be accomplished by utilizing two
design teams, as shown in our Organization Chart in Section 1. The Lakewood Master lift station is a
logical location for dividing the design work between our two design teams. Our Team is flexible and is
prepared to adapt to any segment assignment and /or accelerated design schedule preferred by the City.
The Team we have assembled has individually provided engineering services to the City and both firms are
familiar with City standards and specifications. Our familiarity and successful working relationship with the
City is an added benefit our Team brings to the City. Our Team understands the sensitive location of the
force main along main City streets. Our well established design approach will also focus on developing an
alignment that will cause the least disturbance for the City and its residents. As part of the final alignment
along each roadway segment, our Team will strive for the least amount of disturbance to driveways,
historic trees, and general impacts during construction. Both Pegasus and CPH have multiple project
experience in historic areas, along with the expertise to limit construction impacts by designing specialty
trenchless pipeline installations where appropriate. Our Team will develop the optimum final alignment
for this pipeline system. We also have successful expertise with public relations, as both firms have held
town hall type meetings for review of potential impacts by concerned citizens.
Both of our Pegasus and CPH Team have successfully provided similar force main design services as those
required for this project. Following is a listing of design project activities that our Team proposes to utilize
in developing a detailed scope of services for initial review with City staff. While the format below is based
on a 30 %, 60 %, and 100% final plans submittal sequence, project schedules can be significantly accelerated
to meet the City's required completion dates.
Scope Preparation & Existing Conditions Review
• Meet with City Staff to develop detailed understanding of City's objectives including City's other
planned projects that are to be coordinated with this force main design and construction, Schedule
Requirements, Brainstorming, & any other Pertinent Information
• Identify all Critical Project Issues, including driving the route with City staff to insure any special
concerns are noted to be addressed during design
• Utilize Sunshine State One -Call for all Existing Utilities in Project Area
• Determine Survey, Geotechnical & Environmental Analysis Investigation Limits
• Obtain all Available ISIS and available As -built Information
• Develop Preliminary Project Schedule for review with City Staff
• Complete Scope & Fee Negotiations
• Receive City's Notice -to- Proceed
Preliminary Engineering & 30% Plans Phase
• Design Survey
• Confirm Existing Right -of -Way Limits
• Complete Geotechnical Investigation
• Existing Utility Locations
• Prepare a Design Memorandum with Preliminary Alignment Plan for City's Review and Approval
• Develop 30% Plans for City Review
Tab 2 1 Page 3
Pe989UB RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
2. UNDERSTA A ND AP PROACH
60% Construction Plans
• Complete Plan Profile Sheets
• Maintenance of Traffic Plans
• Preliminary Quantities Estimate
• Preliminary Cost Estimate
• Assemble Project Manual Including City's Front End Documents and Technical Specifications
• City Review of 60% Plans Submittal
• Prepare & Submit Permit Applications
100% Construction Plans
• Prepare Final Construction Plans & Quantities
• Finalize Technical Specifications
• Complete Internal QA /QC Process & Constructability Review
• Value Engineering Review for Potential Cost Savings
Permitting
• Schedule Early Meetings with all permitting agencies, as well as with Florida Central Railroad for
specific pipe crossing contract design criteria requirements and required application information
• Prepare & Submit Permit Applications
Utility Coordination
• Identify & Coordinate with All Utilities Along Corridor
• Utilize SUE Information with Horizontal / Vertical Locates
• Submit Construction Plans to affected utility companies
• Address Potential Conflicts
• Finalize Utility Coordination Plans
Cost Estimate
• Develop Final Cost Estimate for Submittal with 100% Plans based on Latest Unit Price Data
Bidding Phase Assistance
• Prepare Bid Forms
• Attend City's Pre -bid Meeting if Authorized
• Assist with Analysis of Bids if Authorized
• Conform Contract Documents
After receipt of the City's Notice -to- Proceed, a "Kick -off Meeting" will be held with our designated Team
members to set task responsibilities, establish schedules, and milestones, and review reporting
assignments. All telephone conversations and meetings that include or affect a project decision will be
documented. Minutes of meetings will be prepared and distributed to attendees promptly for
confirmation of decisions made, with the meeting minutes then filed after appropriate correction.
Tab 2 1 Page 4
Pe9a5u5 RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
1 2. U NDERSTANDING AND APPROACH
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QA /QC Technical Reviews
Pegasus and CPH have agreed that each firm will review the other firm's work products, including
construction drawings, quantity estimates, and draft bid forms prior to submittal to the City. The
reviewing individual will sign and date the documents and prepare a record of review. Review comments
will be resolved by the originator of the work product and checked again until corrected. Our Project
Manager will insure that an inventory of all comments received during the course of the project is
maintained. Our Team's subconsultants for surveying, SUE, geotechnical, and contamination services will
be required to provide documentation that their work products have similarly been QA /QC reviewed prior
to submittal.
Combining Projects
It may prove timely and cost effective for the City to incorporate additional improvements into this force
main project. Additional utility improvements could include design of Downtown gravity sanitary sewers
(along Bluford Avenue, etc.), system connection points for future Downtown development, and any
desired water main replacements due to deteriorated pipe conditions or asbestos - cement pipe material.
In addition to additional utility improvements, it is noted that roadway and /or stormwater improvements
could be combined with this force main project at the City's direction to provide future project cost
avoidance. Our Pegasus -CPH Team also has an extensive knowledge of the City's roadway design criteria
and stormwater basin characteristics through our previous engineering efforts within the City.
Furthermore, Pegasus' recent completion of the Ocoee Southwest Development Utility Improvements
Project is a good example of our completion of a utility project in a timely manner and working closely with
City staff for successful project design phase completion.
Special Construction Considerations
Construction of large utility pipelines through highly urban areas can often present unique challenges. Our
Pegasus -CPH Team has a great deal of experience in addressing and designing pipelines in challenging
urban settings. We have experience with various trenchless technologies, such as Directional Drilling and
Jack & Boring, that could prove useful in different areas of the project. For example, Jack and Bore
installation at a railroad crossing is typically preferred since the casing would provide easy access for future
maintenance purposes. Environmentally sensitive areas or roadway crossings in congested areas may
require utilization of directional drilling. Pipe Bursting may be appropriate if any existing asbestos - cement
water mains were to be encountered along the route of the proposed force main.
Methods and Controls to be Utilized to Balance and Maintain Quality, Schedule, and Budget
One key item of concern for the City is a firm's ability to meet time and budget requirements. Our Team
has reviewed the scope of services requested for this project and has developed a solid plan for staffing
this project. Both Pegasus and CPH and our subconsultants have the personnel and resources immediately
available to carry the Ocoee West Sanitary Transmission Project to successful completion. Our key Team
individuals have the time available to complete this project and are ready to get started. The key benefit to
our Team is that the same personnel that start the project will be the same ones who will see the project
Tab 2 1 Page 5
Pe,gmm_ RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
�J
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through completion. Given our firm's size and location, the City will benefit with the same engineers and
professionalism both firms have each provided to the City on previous projects.
In summary, we trust our Team has demonstrated why we are uniquely qualified to provide these design
services for Ocoee. Our Team members are located a short distance from the City with offices that
includes engineers, designers, surveyors, environmental scientists and administrative personnel. Both
Pegasus and CPH are currently completing design services for other clients, but are actively seeking work.
As a result, our Team is available and has the capacity to perform new projects. We are committed to
meeting all budget and schedule requirements. Pegasus and CPH are each proud of the reputation they
have earned for cost effective, quality- engineering services through a philosophy of strong project
management.
Tab 2 1 Page 6
JPeagli RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
RFQ #1401
Engineering Services for
Ocoee West Sanitary
Transmission Project
44whN
3. PROJECTED WORKLOADS
3. PROJECTED WORKLOADS / AVAILABILITY
Based on the currently committed and projected workloads of our Pegasus -CPH Team's key personnel,
following is a listing of the projected availability of each key Team member. We assure the City that our
Team has more than adequate personnel resources to complete this project within the City's desired
schedule. Furthermore, our Project Manager, Fursan Munjed, P.E., is a Principal of Pegasus and has the
authority to make additional resources available should the need arise.
A. Pegasus Engineering, LLC
Fursan Munjed, P.E.
Beth Whikehart, P.E.
Keith Johnson, P.E.
Sean Beck, Sr. Designer
Juan Fong, P.E.
B. CPH, Inc.
David Mahler, P.E.
Jay Morris, P.E.
Mason Gardberg, E.I.
Tom Galloway, PSM
C. Other Subconsultants
Availability
25%
55%
35%
40%
20%
30%
50%
60%
30%
Both Southeastern Surveying & Mapping Corp. and PSI, Inc. have assured our Pegasus -CPH Team senior
management that both firms have more than adequate resources to complete any requested services
for this project on a timely basis within designated schedules.
Tab 3 1 Pagel
JPegaSUS RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
RFQ #1401
N O to
Engineering Services for
Ocoee West Sanitary
Transmission Project
Licenses, etc.
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4. LICENSES
Pegasus Engineering
State of Florida
Board of Professional En
Aae t,1.,
Pegasus E LLC
i —h-,,d under the prwioo f5 6i'41 Flv -ida Soarur orfcr rngloeerTg rrndwt
n,6c publxth —gh a N4- Fnginecr, duly hurred vM, Cl.,— 11, lk S
kp b -� I` x 4rtif are aFAwhoe'rotos Cs i,�tia
Ni ��ry 1•turu i
State of Florida
Board of Professionol Engineers
an r tho
Beth K. IN kehart, P.E.
Is licensed as a Professional Engineer under Chapter 471, Florida Stotutes
I ,-- azaz2cu Pr o; s„
e,a : n.,: :-Nz 5a5> +s 6""
State of Florida
Boord of Professionol Engineers
Ana , tl-
Keith Andrew Johnson, P.E.
Is licensed as a Professionol Engineer under Chapter 471, (lorida Statutes
rrpirmi,m. 2i520' -5 PE.'..v Wr
Audis N,,: 2.620t53E1G) 6Ys.3
CPH
State of Florida
Boord of Professionol Engineers
Attest. that
CPH Inc.
V i i
ovthorucd under the pr— - ianr d Seutvn 7 1.023, Fbrida Srurusn. to oflc, rnbine«ing wrvico
v the publ'K through o Noreai.-I Fnir er, duly Icmud w& Chapter 4'% dared. Statute..
rp
t'I^n 27X_01�IK <Y< CertirKOfC Or Auth.,i —in J.IS
ktv o
r
VourL of Prefissional 1z:ginrrrs
James R. Mogis Jr., P.E.
is ucenaen es r, Qworessrorvaa cacneen crroea c nv rtn an. r.ovo.. s *. n, res
Exria� non. 2125f20t3 t• = I.�c Nc�
.S!IDIT No 225201312155 623"
State of Florida
Boord of Professionol Engineers
Fursan S. Munjed, P.E.
Is licensed as a Professional Engineer under Chopter 471, } lorlda Statutes
avd., v��� ns.xns?rca s�.1an
State of Florida
&xird of Professionol Engineers
Juan Fong Jr., P.E.
Is --d as o I'r, ly s r,nal Cnginrer undo " p— ..? L r -do Scorntu
State of Florida
Board of Professionol Engineers
David Elton Mahler, P.E.
d e
Is licensed as a Profess anal Engineer unctr Chopter 471, Florida Statutes
E ^.�
PC,
Tab 4 1 Pagel
PegaSUS RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
N 4. LICENSES
Southeastern Surveying and Mapping Corp.
PS/
State of Florida
Board of Professional Engineers
A--h.,
Professional Service Industries, Inc
4 'h,, P—�, f S:6 son T1.ids S—,.- fifer .-i-
the P.blk through , flami—I Elgid,[, I -&, (].par 471, F6,i& S-111
E. Audi, ,z: 2 2 2 0 1' G I.. ?
2'001 ao&— or A.,h.ri-i- ilk,
State of Florida
Board of Professional Engineers
A,,—,0-
Robert Allan Trompke, P.E.
'A 1 11
Is licensed as a Professional Fri under Chapter 471, Horido Statutes
- Tab 4 1 Page 2
Pe
RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
l , ,
Engineering Services for
Ocoee West Sanitary
Transmission Project
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ENGINEERING
YRS OF EXP 22
PROFESSIONAL
REGISTRATION
Professional Engineer 1997
Florida, No. 51446
EDUCATION
B.S. Civil Engineering 1990
University of Central Florida
Graduate Work in:
Transportation Systems
Engineering'
University of Central Florida
PROF. AFFILIATIONS
Institute of Tianspc rtation
Engineers �} �
Amerz n Socx ty opHi�hway
Engirt s,ASH)�) ,,
� are
� �Prci atzx,
r
Fursan Munjed, P.E.
Principal -in- Charge / Sr. Project Manager
Mr. Munjed has over 22 years of public infrastructure engineering experience
with primary emphasis on the design of transportation related systems. His
responsibilities have included the project management, planning and design
of minor and major roadways across Florida, including drainage and utility
improvements. His assignments include the preparation of preliminary and
final construction plans, technical reports, permit applications, bidding
documents, construction administration services, right -of -way negotiations
and testifying at order- of-take hearings. Mr. Munjed has served as the
I?.ngineer -of- Record on numerous projects and has extensive experience in
the preparation of roadway plans, signing and pavement marking plans,
signalization plans, temporary traffic control plans, traffic operation reports,
safety analysis, and pavement design reports. Mr. Munjed is proficient with
related computer software packages including Microstation, Geopak,
Highway Capacity Software, Synchro, Guide Sign Program, and FDOT
Level- of-Service Software.
Southwest Development Utility Improvements, Phases I & II — served
as Sr. Project Manager for design of 7,200 feet of water mains and 6,900 feet
of force mains.
Maguire Rd Preliminary Engineering, Final Design & Construction
Phase Services - prepared final construction documents to widen an existing
2 -mile, 2 -lane road to 4 -lane divided urban arterial section with enclosed
drainage system, and a bridge over the Florida Turnpike. The project
included roadway, enclosed drainage, signing and pavement markings,
signals, structural plans, and maintenance of traffic plans.
Old Winter Garden Road and Professional Parkway Preliminary
Engineering, Final Design and Construction Phase Services -
Conducted preliminary engineering analysis and prepared final construction
documents to widen an existing 2 -mile, 2 -lane road to 4 -lane divided urban
arterial section with enclosed drainage system. The project included
roadway, enclosed drainage, signing and pavement markings, signals, and
traffic phasing plans.
Orlando Avenue and Bluford Avenue Intersection Improvements -
prepared final construction plans for the intersection improvements
including roadway plans, signing and pavement marking plans, signalization
plans and drainage plans.
CITY OF WINTER GARDEN
Daniels Road Final Design &Construction Phase Services - prepared
final construction documents to widen an existing 2 -lane road to 4 -lane urban arterial section with enclosed
drainage system, and a bridge over the Florida Turnpike. The project included roadway, enclosed drainage,
signing and pavement markings, signals, structural plans, and maintenance of traffic plans.
Roper Rd Final Design & Construction Phase Services - prepared final construction plan to reconstruct
Roper Road as a two - lane roadway. The project included roadway plans, drainage plans, signing and pavement
marking plans, utility adjustment plans, and utility relocation plans.
FURSANMUNJED, P.E.
Page 2
9 1h St, Story Rd, and Plant St Alignment Studies - prepared alignment studies for the widening of these
roadways from a two -lane section to a four -lane urban typical section in order to determine future right -of -way
needs, cost, and stormwater treatment and attenuation requirements.
Division St Roadway, Drainage & Utility Improvement Project - prepared final construction plans for the
reconstruction of Division St as a two -lane roadway including stormwater and utility improvements.
ORANGE COUNTY, FLORIDA
Forsyth Rd Preliminary Engineering Study & Widening Design - completed traffic planning and design
tasks for 2.8 miles of a 2 -1ane road being widened.
Continuing Studies Contract - conducted and managed roadway alignment studies, bridge studies, and traffic
studies including Taylor Road Study, Reams Road Alignment Study, Parks and Recreation Bridge Evaluation
Study, Intersection Analysis and Signal Warrant Analysis Studies, and Oakridge Road and Pine Hills Road
Pedestrian Crossing Safety Evaluation.
International Dr Resort Area Directional Signage & Parking Management - Design Build Project.
Prepared construction and communication plans for the directional signing project which included 17 Dynamic
Message Signs and over 100 static guide signs along I- Drive, SR528, Universal Boulevard in the vicinity of the
Orange County Convention Center. The project included signing plans, maintenance of traffic plans, structural
plans, communication plans, and power service connection plans. The project also included post design services,
shop drawing review and preparation of as -built drawings.
OSCEOLA COUNTY, FLORIDA
Pleasant Hill Road / Reedy Creek Bridge Widening - completed traffic study and design for 0.9 mile segment
of road being designed for widening to 6- lanes.
SEMINOLE COUNTY, FLORIDA
Continuing Contract for Minor Roadways Projects. Preliminary engineering, traffic studies, final design and
permitting for minor roadways and designed over 50 intersection improvement projects.
Red Bug Lake Road - Final design and permitting for the widening of 2.25 miles to a six -lane roadway. The
project included roadway, drainage, signing and pavement marking, signalization, and utility coordination.
Seminole Towne Center Infrastructure Improvements - The improvements included modification to the
interchange of State Road 46 and Interstate 4, widening of State Road 46, the design of Towne Center Boulevard
and St. Johns Parkway. The project included roadway, drainage, signing and pavement marking, signalization,
signal communication, maintenance of traffic, and utility coordination.
Oviedo Marketplace Infrastructure Improvements - The improvements included the design of Oviedo
Market Place Boulevard including the bridge over State Road 417 and Bear Gully Canal, widening of State Road
426, intersection improvements at SR426 and Red Bug Lake Road, and intersection improvements at SR434 and
Mitchell Hammock Road. The project included roadway, drainage, signing and pavement marking, signalization,
signal communication, maintenance of traffic, and utility coordination.
Red Bug Lake Road and Tuskawilla Road Intersection Improvements. Final design and permitting for
the intersection improvements to include lane additions, extension of queue or storage length, replacement of the
traffic signal with a decorative mast arm structure, and the addition of decorative crosswalks.
County Road 46A Final Design and Permitting. Preliminary engineering study and final design and
permitting for the widening of 1.8 miles of a 2 -lane rural section to a 4 -lane divided urban typical section. The
project included roadway, drainage, signing and pavement marking, signalization, signal
interconnect/ communication, and utility coordination.
Chapman Road Final Design. final design and permitting for the widening of 1.6 miles of a two -lane section
to a four -lane divided urban typical section. The project included roadway, drainage, signing and pavement
marking, signalization, signal interconnect /communication, and utility coordination.
Pegasus
ENGINEERING
Beth Whikehart, P.E.
Design Team Leader
Ms. Whikehart has 12 years of experience focused primarily on utility pipeline
design and stormwater engineering including the planning, design, and permitting
of multiple utility pipeline projects. Her pipeline design experience includes
development of plans and specifications for gravity sanitary sewers, force mains,
water mains, and reclaimed water mains. She also has experience with
trenchless designs including horizontal directional drilling and slip - lining. Her post
design experience includes review of shop drawings, RFIs, and change orders.
Sr. Engineer, Southwest Development Utility Improvements Phases I & II,
ar Ocoee, Florida, 2013 to present. Ms, Whikehart has served as the Sr. Engineer
responsible for preparation of the final construction plans and permitting services
for Phases I and II of the Southwest Development Utility Improvements Project.
hid �� The project consists of locating a new water main and force main along Roberson
�� �` r' �� and Windermere Road to provide water and wastewater services for future
development. The Phase I utility improvements consist of approximately 3,400
feet of 8 -inch ductile iron pipe (DIP) water main and 3,100 feet of 4 -inch PVC force main installation. The Phase II utility
improvements consist of approximately 3,800 feet of 8 -inch ductile iron pipe (DIP) water main and 2,500 feet of 6 -inch PVC
force main installation. The project also includes 340 feet of directional drill pipe installation.
Sr. Engineer, Avalon Road (County Road 545) & Tilden Road Intersection Improvements, Winter Garden, Florida,
2013 to present. Ms. Whikehart is responsible for preparation of final utility plans for the widening of the Avalon Road/
Tilden Road intersection. The limits of the project are approximately 3,100 feet along Avalon Road from East Davenport
Road to Long Beam Way. The utility improvements consist of relocating the existing 24 -inch reclaimed water
transmission line in order to prevent conflicts with proposed roadway and drainage improvements. Since the original
service area for the reuse main has been reduced, the existing 24 -inch pipe is being relocated and replaced with 16 -inch
PVC pipe.
Sr. Engineer, Central Beach Water Main Improvements Project, Utilities Commission City of New Smyrna Beach,
Florida, 2013 to present. Ms. Whikehart has recently served as the Sr. Engineer responsible for preparation of design
plans, specifications, and cost estimate. The Central Beach Water Main Improvements consist of upgrading
approximately 10,000 linear feet of water mains with 6 -inch PVC (polyvinyl chloride) water mains, including service
replacement and appurtenances. Ms. Whikehart was also responsible for the preparation of four (4) Volusia County
Health Department (VCHD) General Permits for Water Main construction required for the 4 separate sections of water
main. In an effort to minimize disruption to residents, the project was designed in conjunction with the City of New Smyrna
Beach's Phase III Flood Mitigation improvements. The utility improvements were designed on a fast -track schedule to
catch -up with the City's stormwater project (which was at 90% when the utility design commenced).
Sr. Engineer, Central Beach Sanitary Sewer Replacement & Rehabilitation & Force Main Interceptor Project,
Utilities Commission City of New Smyrna Beach, Florida, 2013 to present. Ms. Whikehart has recently served as the
Sr. Engineer responsible for preparation of design plans, specifications, and cost estimate. The Gravity Sanitary Sewer
Replacement & Rehabilitation improvements consist of replacing approximately 8,500 linear feet of VCP (vitrified clay pipe)
with PVC (polyvinyl chloride), including lateral replacement and installation of 40 new manholes; and reconditioning
approximately 12,000 linear feet of VCP using the trenchless cured -in place pipe (CIPP) method. The Force Main
Interceptor improvements consist of constructing approximately 3,000 linear feet of 12 -inch force main. In an effort to
"Engineering a Higher Standard"
301 West State Road 434, Suite 3 Winter Springs, FL 32708 0407 - 992 -916o 0 Fax 4 30
www.pegasusengineering.net
Beth Whikehart, P.E.
Page 2
minimize disruption to residents, the project was designed in conjunction with the City of New Smyrna Beach's flood
mitigation improvements. The utility improvements were designed on a fast -track schedule to catch -up with the City's
stormwater project which was at 90% when the utility design work commenced.
Sr. Engineer, Plant Street Segment II Project, Winter Garden, Florida, 2012 to 2014. Ms, Whikehart served as the Sr.
Engineer for the Plant Street Segment II Roadway Improvements Project for the City of Winter Garden. Engineering
design responsibilities included design and permitting of approximately 5,700 feet of 12 -inch water main replacement,
4,500 feet of 8 -inch gravity sewer replacement, and 750 feet of 6 -inch and 20 -inch force main replacement. Post design
responsibilities included reviewing and responding to shop drawings, RFIs, and change orders related to the utility
improvements.
Sr. Engineer, Various Roadway Restoration Projects, City of Winter Garden, Florida, 2013 to 2014. The City of
Winter Garden is currently working to restore many of the streets located in the historical downtown area. The
improvements include roadway repair, water and sewer replacement, and stormwater system installation. Ms. Whikehart
performed technical reviews on multiple projects including the Reconstruction of Vineland Road, Reconstruction of North
Dillard Street (Phase 3), Reconstruction of North Highland Avenue, and Reconstruction of South Woodland Street. She
also prepared FDEP water and wastewater permit applications for each project.
Project Manager, Dakin Avenue Box Culvert Design /Tohopekaliga Water Authority Utility Improvements Project,
Kissimmee, Florida, 2007 to 2009. Ms. Whikehart served as the Project Manager for the Tohopekaliga Water Authority's
(TWA) Dakin Avenue Box Culvert and Utility Improvements Project. As part of the City of Kissimmee's downtown
revitalization/ redevelopment initiative, the City of Kissimmee wanted to have a portion of infrastructure improvements
designed, including the rehabilitation of the Dakin Avenue box culvert. This box culvert serves as the primary stormwater
conveyance system in the downtown area. The existing box culvert had numerous utilities that were constructed through
the box culvert. To improve the conditions in the box culvert, utility improvements were added to the project including:
relocating existing water mains, and designing protection ramps or conflict structures for existing sanitary sewers.
Project Engineer, Wastewater System Improvements Project, Jacksonville, Florida, 2005 to 2006. Ms. Whikehart
worked as Project Engineer on the JEA's Scott Mill Hill Wastewater System Improvements Project. Her task was to
incorporate drainage improvements into a neighborhood septic tank phase out project. The objective of the project was to
address maintenance issues and upgrade drainage system components to meet the city's design criteria. The first step
was field reconnaissance, followed by completion of a drainage assessment memo, then design of improvements and cost
estimation. Design components included roadside ditches, channels, and culverts.
Project Engineer, Water and Sewer Improvements Project, Jacksonville, Florida, 2002 to 2003. Ms. Whikehart
worked as Project Engineer on the Sans Souci Water and Sewer Improvements Project for the Jacksonville Electric
Authority. Ms. Whikehart performed services including water, sewer, drainage, and channel restoration design and
preparation of bid documents.
Project Engineer, Briar Creek Sewer System Relief Improvements Project, Charlotte, North Carolina, 2002 to 2005.
Ms. Whikehart served as Project Engineer for the Briar Creek Sewer Improvement Project for Charlotte - Mecklenburg
Utilities in Charlotte, North Carolina. This project includes sewer improvements to the existing Briar Creek trunk sewer
system consisting of approximately 100,000 linear feet of gravity sewer (12 to 72 inches in diameter). The project
minimizes sanitary sewer system overflows and provides adequate hydraulic capacity for existing and future flows. The
project is divided into 4 phases. Engineering services included preliminary design, right -of -way acquisition, and public
relation services for all 4 phases of the project. Ms. Whikehart also provided final design and permitting services for the first
phase of improvements.
"Engineering a Higher Standard"
30. West State Road 434, Suite 309, Winter Springs, FL 327o8 •407- 992-9i6o •Fax4
www.pegosusengineering.net
Pe RUN
ENGINEERING
YRS OF EXP 21
PROFESSIONAL
REGISTRATION
Professional Engineer
1997
Florida, No. 51932
Juan Fong, P.E.
Maintenance of Traffic Engineer
Mr. Fong has over 21 years of transportation engineering experience, with
primary emphasis on the design of roadway and traffic systems. His
responsibilities have included the project management, planning and
design of minor, major and complex roadways across Florida, with
his largest completed roadway project as Project Manager and
Engineer -of- Record was the County Road 481 Widening in Citrus
County with a construction cost of over $40 Million. IIis assignments
have included the preparation of preliminary and final construction plans,
technical reports, permit applications, bidding documents, construction
administration services, right -of -way negotiations and testifying at order -of-
take hearings. Mr. Fong has served as the Engineer -of- Record on
numerous projects and has extensive experience in the preparation of
roadway plans, signing and pavement marking plans, signalization plans,
traffic control plans, traffic operation reports, safety analysis, and pavement
desiL-n.
CITRUS COUNTY, FLORIDA
CR 486 Phase II Preliminary Engineering and Final Design
CR 491 Phase II, III & IV Final Design
Croft Ave Segment 2 Preliminary Engineering and Final Design
I Iernando I- lementary Access Improvements
POLK COUNTY, FLORIDA
Berkley Road Segment 1 Final Design
Berkley Road Segment 2, Preliminary Engineering and Final Design
Pace Road, Preliminary Engineering and Final Design
CR 655 (Berkley Road) Segment 4 and CR 559A (Auburndale Cutoff Rd),
Preliminary Engineering and Final Design
ORANGE COUNTY, FLORIDA
Reams Road Corridor Alignment Study
Forsyth Road Final Design
CITY OF ORLANDO, FLORIDA
John Young Parkway Segment 2 and Wetlands Mitigation.
Alden Road Corridor/ Alignment Study & Preliminary Design.
FDOT EXPERIENCE (DISTRICTS 1, 2, 3, 5 and 71
Multiple Roadway Intersection and Trail Projects for Multiple FDO'f Districts
CITY OF OCOEE, FLORIDA SEMINOLE COUNTY, FLORIDA
Maguire Road Final Design Multiple Sidewalk Projects as a Continuing Consultant
Continuing Consultant
°Pegasus
ENGINEERING
YRS OF EXPERIENCE 12
PROFESSIONAL
REGISTRATION
Prof. Engineer 2007
Florida, No. 65623
EDUCATION
B.S. Civil Engineering 2001
University of Central Florida
Keith Johnson, P.E.
Engineer
Mr. Johnson has over 12 years of public infrastructure engineering experience. He
has extensive experience in the design and preparation of roadway plans, as well as
utility coordination and completing utility adjustment construction plans and
permitting for water, sewer and reuse systems. He has developed specifications,
cost estimates, bidding documents, and has provided post- design services. He also
has extensive experience in designing pedestrian facilities consistent with ADA
requirements. He has also assisted with public involvement, field observations, and
construction progress meetings, maintaining detailed project records, and in
software installation. Mr. Johnson is also responsible for Electronic Delivery, PEDDS
and Specifications on FDOT projects.
• Berkley Rd. - Phase I, Final Design 5 -lane Widening & Utilities Design
• Berkley Rd. - Phase II & III Final Design Multi -Lane Widening & Utilities Design
CITRUS COUNTY, FLORIDA
• CR 486 Final Design Multi -Lane Widening & Utilities (Phases II, III, & IV)
including water mains & gravity sanitary sewers & force mains
• Turkey Oak Dr. Milling /Resurfacing /Widening & Utilities Design
VOLUSIA COUNTY
• CR 415 ROW Corridor Analysis
• 10th St. Preliminary Engineering Analysis (at City of New Smyrna Beach I
Edgewater joint city limits)
• Volusia Ave. Widening / Paving
CITY OF OCOEE, FLORIDA
• Maguire Rd. - Final Design 4 -Lane Widening, Bridge Over Turnpike
• White Rd. Improvements
• Professional Pkwy / Old Winter Garden Rd. Widening
SEMINOLE COUNTY, FLORIDA
• Sidewalk Program Continuing Consultant
• Northern Way w /Pedestrian Bridge (2.0 miles)
• Palm Springs Ave. (1.0 mile)
• North St. / Seminole Ave. (2.0 miles)
• Country Club Rd. (0.8 miles)
• W. Lake Brantley Dr. w /Pedestrian Bridge (0.5 miles)
• Shetland Ave. & Citrus Ave. (1.5 miles)
• Traffic Signal & Intersection Improvements Continuing Contract (over 50 signalization and
projects)
intersection improvement
"Engineering a Higher Standard"
301 West State Road 434, Suite 309, Winter Springs, FL 32708 0407 -992 -9160 0 Fax 407-358-5155
www. pegasusengineering. net
POLK COUNTY. FLORIDA
I E. Mahler, P.E. /Design Team Leader
ando Office. Mr. Mahler is a Project Manager /Project
he specializes in relocation of existing utilities associated
lnd development and roadway design and permitting for
ment facility improvements, SCADA systems, collection
s utility line extension and relocation projects for both
S.R. 50 Utility Relocation Project
• 13 miles of water distribution system and wastewater
collection and transmission system relocations and
installations within the S.R. 50 Corridor
• FDOT /JPA contract
• New facilities as well as relocations and removal
• 5.5 miles of 8, 12, 16, 20 & 24" diameter watermain
• 7.7 miles of 4, 8, 12, 16, 20 and 30" diameter forcemain
• 2.84 miles of gravity collection mains
• Triplex Master Pump Station
S.R. 426 Utility Relocation Project
• FDOT widening project for 1.2 miles of S.R. 426
• Relocation of the City's 10" watermain with a 16"
watermain
• Additional 12" watermain designed to provide
interconnect to another city
• 4,000 feet of gravity sewer collection system with sewer
lines ranging from 8" to 15"
• New master lift station designed to accommodate
existing and future flows from the area.
• Installed 1,300 feet of 10" forcemain including a 270
foot directional drill
Lake Alfred WWTF Upgrade and Expansion
• Replaced a 0.600 MGD trickling filter facility with a
new 1.0 MGD modified activated sludge process
\X"\N'TF
• New pretreatment headworks
• New microscreen filtration
• Trickling filter tank converted to 260,000 gallon
equalization basin
• Reconfiguration of chlorine contact basin to meet Class
1 reliability.
Valencia Water Control District
• Performs the duties of District Engineer, which
includes various projects for the 7- square mile District.
• Services performed in connection with master drainage
System and related business.
Lake Alfred Echo Drainage
• Constructed new inlets, storm sewer, and stormwater
ponds in order to alleviate flooding
• Design consisting of stormwater modeling and
permitting through SWFWMD, Polk County and
FDOT
• Assisted City with securing CDBG funding
ay" R. Morris, Jr., P.E. Sr. Project Engineer
i our Environmental Engineering Department, and has
ms, wastewater collection systems , and pumping systems
reas of expertise also includes preparation of water and
tl specifications and project manuals, client management,
vastewater projects, he has also been responsible for
jects. Mr. Morris has also assisted clients with obtaining
Orange County Utilities -S.R. 50 Utility Relocation
(Phases 1, 2, and 3)
• The projects combined include approximately 14
miles of water and sewer system installations and
relocations
• T he size of the utihty lines range from 4" to 30" and
include water mains, gravity collection system and
force main
• The project also included the addition of a master
triplex pump station in the Phase 1 portion of the
project. AD three phases are Utility Work by
Highway Contractor Agreements.
Toho Water Authority - Poinciana Boulevard and
U.S. 17 -92 Water Main
• Approximately 4.1 miles of a 24" potable water
transmission main
• Over 3,600 lineal feet of a 30" directional drill
• Special permitting requirements included CSX,
FDOT, and Osceola County right -of -way of permits
City of Oviedo — S.R. 426
• Design of 5,000 LF of gravity sewer, 4,000 LF of
water main, 1,500 LF of force main as well as a
duplex pump station
• Utility Work by Highway Contractor Agreement
project between the City of Oviedo and FDOT
Orange County Utilities- Hidden Springs
Reclaimed Water Re -pump Facility
• 3,000 gpm high service reclaimed pump station. This
project includes the retrofit of potable water mains
to be converted for reclaimed use
SR 520 54" Potable Water Transmission Main
Phases I & II, City of Cocoa
• Included a total of 7.1 miles of 54" potable water
transmission lines
• Required permitting, production of the project
manual, contract documents, and cost estimating
construction observation and all administrative tasks
Orange County Utilities - Northwest Water
Reclamation Facility Reclaimed Water Re -pump
Facility
• High service reclaimed pump station with 2 million
gallon ground storage tank.
• Over 2,000 LF of 24" reuse water main
• Pond and site improvements
• Electrical control building
Mason Gardberg, E.I. / ProjecrEnglneer
�rironmental Engineering Department, and has experience
'water collection systems, and pumping systems in both
expertise also includes preparation of wastewater permit
cifications and project manuals, client management, utility
Orange County Utilities - S.R. 50 Utility
Relocation (Phase 3) Plan Preparations
• Removal and /or relocation of approximately 38,345
LF of existing force main ranging in size from 4" to
30" along State Road 50 from Dean Road to Old
Cheney Highway as part of an FDOT roadway
widening project.
• Removal and /or relocation of approximately 53,032
LF of existing water main ranging in size from 4" to
24" along State Road 50 from Dean Road to Old
Cheney Highway as part of an FDOT roadway
widening project.
Wastewater Permit Renewals
• Casselberry WRF
• Eustis Eastern WWTF
• Mount Dora WWTF No. 1
• Oviedo WRF
• Winter Springs West WWTF
• Valley Mobile I Iome Park WWTF
Toho Water Authority — Demolition of the
Kissimmee West WTP & Poinciana WWTP No. 1
• Demolition of an existing WWTP and WTP
Toho Water Authority — Lift Station # 6
Rehabilitation and Reconfiguration
• Reconfigure yard piping through a new 8' x 10'
collection structure, piping, and new manholes.
• Replacement of the existing 900 LF of gravity sewer
main and replacement of existing manholes.
Toho Water Authority — Boggy Creek Road
Intersection Utility Improvements
• Installation of 2,150 LF of 16 -inch DI water main
and 2,100 LF of PVC 16 -inch force main.
Toho Water Authority — Hydraulic Modeling for
Neptune Force Main System and for Fells Cove
System
• Utilization of Bentley SewerCAD
• Modeling the existing system with the addition of
future developments to determine the appropriate
modifications for the system.
alloway, PSMIDirector of Surveying and Mapping
irveying and mapping profession, and has a Bachelor of
Florida. His experience ranges from working in the field
Technician, Project Manager and Survey Manager. Mr.
irveying Division of CPH since 2001. Mr. Galloway has
CPI I. Fie also directs the firm's High Definition Laser
City of Sanford — Boundary, Topographic and
As -built Surveys, Construction Stakeout and
High Definition Laser Scanning
• First Street Strectscape Project
• Multiple Waste Water Treatment Plants
• Pine Avenue Water Main
• Multiple Lift Stations
• Magnolia Avenue Streetscape
Volusia County School Board — Boundary,
Topographic and As -built Surveys, Construction
Stakeout and High Definition Laser Scanning
• Multiple School sites throughout Florida
U.S. Navy - Vertical control and sanitary sewer
design build survey on the Island of Guam
Walmart Stores — Boundary, Topographic and
As -built Surveys, High Definition Laser
Scanning, Construction Layout, Sketch and
Descriptions, Wetlands and Platting
• Multiple Walmart sites throughout Florida
• Multiple Walmart sites throughout Puerto Rico
Florida Department of Agriculture — Boundary
and Topographic Survey and High Definition
Laser Scanning
• Immokalee Farmers Market
Newland Communities
• 15 -mile Control & Route Survey - ROW Maps for
Ilillsborough County
Martin County School Board — Boundary,
Topographic and As -built Surveys, Construction
Stakeout and High Definition Laser Scanning
• Multiple School Sites throughout Martin County
SunTrust Banks — Boundary, Topographic and
As -built surveys, Construction Layout, Sketch
and Descriptions and Platting
• Multiple SunTrust sites throughout Florida
RFQ #1401
Engineering Services for
Ocoee West Sanitary
Transmission Project
m e 10 6
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6. SIMILAR PROJECTS
6. SIMILAR PROJECTS
Following is a listing of representative similar projects where Pegasus and CPH have provided pipeline
engineering services for other utility providers within the past five (5) years:
A. Pegasus Similar Projects
1. Southwest Development Utility Improvements
City of Ocoee Utilities
The 2 -phase project along Roberson Road and Windermere Road consists of 7,200 feet of ductile iron
water main, 3,100 feet of 4 -inch PVC force main and 2,500 feet of 6 -inch PVC force main. The project
includes 120 feet of 8 -inch HDPE directional drill and 220 feet of 6 -inch PVC directional drill.
David Wheeler, P.E., City Engineer
City of Ocoee
150 North Lakeshore Drive
Ocoee, Florida 34761
407 - 905 -3100 (office) / 407 - 905- 3151(fax) / dwheeler @ci.ocoee.fl.us
2. Plant Street Seqment 11 Widening & Utility Improvements
City of Winter Garden
The utilities improvements associated with this roadway widening project included 5,700 feet of 12 -inch
water mains, 4,500 feet of 8 -inch PVC gravity sewers, and 750 feet of 6 -inch and 20 -inch force mains.
Arthur Miller, P.E., City Engineer
City of Winter Garden
300 West Plant Street
Winter Garden, Florida 34787
407 -656 -4111 (office) / 407 - 877 -2363 (fax) / amiller @cwgdn.com
3. County Road 486 Widening & Utility Improvements — Phase IV
Citrus County Department of Public Works and Department of Water Resources
The utilities improvements associated with this roadway widening project consisted of a total of 16,000
feet of 6 -inch and 8 -inch PVC water mains, and 7,800 feet of 12 -inch PVC force mains.
Ken Cheek, P.E., Director of Water Resources
Citrus County
3600 West Sovereign Path, Suite 291
Lecanto, Florida 34461
352 -527 -7650 (office) / 352 - 527 -7644 (fax) / ken.cheek @bocc.citrus.fl.us
Pe 85u5 Tab 6 1 Page 1
9 . °...•• - RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
WV 6. SIMILAR PROJECTS
0('0( >e
4. Sarno Lakes Drainage Improvements
Brevard County
The utilities portion of the project included relocating an 8 -inch DIP water main at Aurora Road and
Cibola Drive; relocating a 6 -inch PVC water main at Harlock Road and White Road; and relocating a 20-
inch PCCP water main at Aurora Road and John Rodes Boulevard to accommodate the $5.4 Million
FEMA funded drainage improvements. The utility adjustments also included bends, line stops, service
saddles, butterfly valves, and adaptors.
Jennifer Spagnoli, P.E., Utilities Engineer
City of Melbourne Public Works and Utilities Department
2885 Harper Road
Melbourne, Florida 32904
321 - 674 -5761 (office) / 321 - 674 -5765 (fax) /jspagnoli@melbourneflorida.org
5. Central Beach Sanitary Sewer Replacement Rehabilitation & Force Main Project
Utilities Commission of New Smyrna Beach
Pegasus services included design and permitting of 8,500 feet of 8 -inch PVC gravity sewers to replace
old 8 -inch RCP pipe, including 90 new manholes. The project also includes use of trenchless
technology pipe rehabilitation of 12,000 feet of VCP using cured -in -place pipe (CIPP) method. The
force main design included 2,800 feet of 12 -inch force main.
Dana Hale, P.E., Civil Engineer
Utilities Commission
City of New Smyrna Beach
200 Canal Street
New Smyrna Beach, Florida 32168
386 - 424 -3037 (office) / 386 - 409 -4720 (fax) / dhale @ucnsb.org
6. Central Beach Water Main Improvements
Utilities Commission of New Smyrna Beach
Pegasus design services included design and permitting of 10,000 feet of 6 -inch PVC water mains.
Dana Hale, P.E., Civil Engineer
Utilities Commission
City of New Smyrna Beach
200 Canal Street
New Smyrna Beach, Florida 32168
386 - 424 -3037 (office) / 386- 409 -4720 (fax) / dhale @ucnsb.org
Tab 6 1 Page 2
Pegasus RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
!D
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6. SIMILAR PROJECTS
7. Westside Emergency Flood Management System (WSEFMS)
City of DeBary
The West Side Emergency Flood Management System is a $6.6 Million FEMA funded flood protection
project consisting of three (3) permanent stormwater pump stations and 6 -miles of stormwater force
mains (ranging in size from 16- inches to 36- inches).
Dan Parrott, City Manager
City of DeBary
16 Colomba Road
DeBary, Florida 32713
386 - 668 -2040 (phone) / 386 - 668 -4122 (fax) / dparrott @debary.org
Scott Mays, P.E., Utility Engineer
Volusia County Water and Utility Services Group
123 West Indiana Avenue
Deland, Florida 32720
386 - 943 -7027, Ext. 12076 (office) / 386- 804 -7870 (fax) / smays @volusia.org
B. CPH Similar Proiects
1. SR 50 Sta. 445.00 to Sta. 500.00 Utility Relocations Project (SR 417 to Dean Road)
Orange County Utilities Department
This project was the second phase of the FDOT's highway improvements along SR 50 from SR 417 to
Dean Road which included widening the roadway and storm system improvements. To accommodate
the FDOT roadway improvements, approximately 1.1 miles of existing OCU water and wastewater
mains had to be relocated. The relocation within FDOT right -of -way consisted of approximately 2,200
LF of 12 -inch and 5,150 LF of 20 -inch water main and 5,000 LF of 24 -inch force main. The project also
had 600 lineal feet of 30 -inch directional drill, 200 lineal feet aerial crossing, and multiple water and
wastewater service reconnections.
Christa Gandenberger, P.E.
Orange County Utilities Department
9150 Curry Ford Road
Orlando, Florida 32825
407 - 254 -9941 (office) / 407 - 254 -9999 (fax) / christa.gandenberger @ocfl.net
Tab 6 1 Page 3
P @98BU5 RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
6. SIMILAR PROJECTS
0('0
2. International Drive and Universal Boulevard Force Main
Orange County Utilities Department
This project included the design of 10,100 LF of 24 -inch force main along the County and FDOT rights -
of -way at Universal Boulevard, Point Plaza Avenue, across from International Drive, Interstate 4 and
Turkey Lake Road.
Elizabeth O'Reilly
Orange County Utilities Department
9150 Curry Ford Road
Orlando, Florida 32825
407 - 254 -9734 (office) / 407 - 254 -9799 (fax) / elizabeth.oreilly @ocfl.net
3. Osceola Parkway /FL. Turnpike Water Main Crossing
Toho Water Authority
Provided 1,400 LF of 24 -inch water main with a 30 -inch casing under the Florida Turnpike utilizing a
single horizontal directional drill (HDD) installation. This HDD installation spanned nearly the entire
length of the project with a total length of 1,400 LF.
Edwin Matos, P.E.
Toho Water Authority
951 Martin Luther King Jr. Blvd.
Kissimmee, FL 34741
407 - 944 -5024 (office) / 407 - 944 -4264 (fax) / ematos @tohowater.com
4. Investors Row Force Main Replacement
Orange County Utilities Department
The project consisted of furnishing and installing approximately 3,133 LF of 16 -inch AWWA C -905 PVC
force main by open cut; approximately 261 LF of jack and bore of the 16 -inch force main across John
Young Parkway; a 520 LF 16 -inch directional drill across a drainage canal; and removal and disposal or
abandonment of the existing DIP force main.
Pierre Cadely, E.I.
Orange County Utilities Department
9150 Curry Ford Road
Orlando, Florida 32825
407 - 254 -9733 (office) / 407 - 254 -0799 (fax) / pierre.cadely @ocfl.net
Tab 6 1 Page 4
P8[Ja35U5 RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
[*]Am=
RFQ #1401
Engineering Services for
Ocoee West Sanitary
Transmission Project
Equipment List
c�c: cap
7. EQUIPMENT LIST
A. Pegasus Engineering Equipment List
Computer Equipment Hardware
15 Dell Computer Workstations
4 Laptop Computers
1 Dell File Server
1 Back -Up System
1 Dell Color Printer
1 Hewlett- Packard Laser Jet Printer
1 Panasonic 10X Digital Camera
1 Savin Copier/ Scanner/ Printer
1 Hewlett- Packard T1100 Color Plotter
2 Lanier Color Copiers / Scanner Printers
B. CPH Equipment List
Conventional Survey Equipment List:
• 1 Sokkia SET 500 Total Station
• 7 Topcon GPT 2005 Total Stations
• 1 Topcon GPT 2002 Total Station
• 1 Topcon GPT 3103 Total Station
• 4 Topcon GPT 3005 Total Stations
• 1 Nikon AS2 — Automatic Level
• 12 Topcon AT -G4 — Automatic Levels
• 2 Topcon AT -24A — Automatic Level
• 1 Sokkia B20 — Automatic Level
• 1 Trimble DR200+ — Robotic Total Station
• 1 GPT Topcon 8005 — Robotic Total Station
• 1 Spectra Precision Focus 10 — Robotic Total
Station
Transportation Equipment List:
• 3 — 2005 Dodge Ram 1500 Series
• 1— 2006 Dodge Ram 1500 Series
• 1— 2005 Ford F -150 Series
• 1 — 2010 Ford F -150 Series
• 2 — 2003 Chevrolet Silverado 1500 Series
• 1— 2004 Chevrolet Silverado 1500 Series
• 1— 2008 Chevrolet Silverado 1500 Series
• 1— 2011 Chevrolet Silverado
• 1 -10' John Boat
Software
1
2003 Windows Server
15
Windows 7 Workstations
5
Bentley Microstation
5
Geopak
15
Microsoft Office Suites
15
Adobe Acrobat
2
AutoCAD
1
Arc Info GIS
GPS Field Survey Equipment List:
• 6 Topcon HiPer Pro — GPS — Glonass Enabled
• 1 Trimble 5700 —GPS
• 1 Trimble R6 — GPS — Glonass Enabled
Digital Level Survey Equipment List:
• 2 Topcon DL 101C Digital Level
Laser Scanner Survey Equipment List:
• Leica ScanStation2 — High Definition 3d Laser
Scanning System
• Nikon D5000 — Digital Camera
• 1— 12' John Boat
• 1— 22' Bay Boat
Office Software:
• Autocad Civil 3D 2012
• Autodesk Autocad 2012
• Arcview Arcmap Version 9.3
• Microsoft Office Suite 2003 — 2010
• Cyclone 7.3
• CP
Tab 7 1 Page 1
PBg35U5 RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
!J
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7. EQUIPMENT LIST
Technical Resources:
✓ Approximately 250 Workstations
✓ Windows Server 2000
✓ Wide Area Networks - VPN via Cisco Routers
✓ High Speed Internet Access
✓ Windows Exchange Server
✓ High Speed e -mail, FTP, and WEB services on-
line
✓ 10/100 Ethernet LANs in all offices
✓ Microsoft Office Professional
✓ Powerful large format printing capabilities in
all offices
✓ High Security and Virus protection company-
wide
✓ ACAD Civil 3D 2012 and ACAD 2009, Arc GIS,
Microstation, Autoturn 7, Land Desktop 3,
Microstation, Autoturn 7
✓ WaterCAD, Ponds, Advanced Inter Connected
Pond Routing (ICPR), Hydraflow, Modret,
ArcView, MColor and many others
✓ Topcon GPT -2005 Total Station with
prism /non prism feature
✓ Topcon GPT -3005 Total Station with
prism /non prism feature
✓ Topcon AT -G4 Automatic Levels
✓ Topcon Recon 200C w /64MB Field computers
with Survey Pro software
✓ FDOT approved setup for traffic cones, traffic
signs, survey vests and hardhats
✓ Geopack
C. Southeastern Surveying and Mapping Corp. Equipment List
Field Equipment
8 Allegro Data Collectors
1 TDS NOMAD
2 TDS Recon Data Collectors
2 Survey Towers 15' High
3 Topcon AT F2 Automatic Levels
19 Topcon GPT Total Stations
1 Topcon GTS -901A Robotic Total Station
4 Wild NA2 Automatic Levels
1 Topographic Scanner Lifts
26 GA -52cx Schonstedt Magnetic Locators
16 Fisher FPID 2100 Magnetic Metal Locators
1 Leica DNA10 Digital Level
9 CST Levels
4 Pentex AFL Automatic Levels
1 Riegl USA VZ -400 Laser Scanner
3 Sokkia SDL30 Digital Levels
31 Topcon TopSury Data Collectors
15 Topcon Total Stations
3 Sokkia Total Stations
6 Sokkia B2 Levels
8 Sokkia B20 Automatic Levels
Field Support Equipment
7 All- Terrain Vehicles w /trailers
68 FleetBoss GPS Modules (Fleet Maintenance &
Tracking)
1 13' Big'O Air boat with trailer
1 18' open boat with trailer
2 Jon Boats with trailer
1 Pond Prowler
1 12' Canoe
1 12' Skiff w /trailer and 1 -14' Skiff w /trailer
3 Bicycles equipped for asset inventory tasks
2 Ruggedized Ricoh Caplio 500 SE -B
Camera with Onboard GPS's
5 Kodak Digital Cameras
21 Olympus TG -830 iHS Digital Cameras
10 Cannon Power Shot Cameras
2 Fujitsu Digital Cameras
1 Honda (9.9) Outboard Motor
1 Johnson (15 -HP) Outboard Motor
1 Briggs and Stratton (5 HP) Outboard Motor
1 Force (15 -HP) Outboard Motor
Tab 7 1 Page 2
Pe l mmtm RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
7. EQUIPMENT LIST
0(0e(?
GPS /GIS Equipment
4 Garmin E -TREX Legend -CX
1 Garmin GPS MAP 60 CX Recon Receiver
5 Garmin GPS III "Plus" Reconnaissance Receivers
11 Airlink CDMA Modems
29 Topcon 1-1 /1-2 GPS +Receivers
20 Topcon Data Collectors
3 PDL RTK Rover Modems
4 TDS Ranger Data Collectors with Survey PRO
5 Trimble TSCE Data Collectors
8 Trimble Pro -XR GPS Unit
4 TSC1 Data Collectors
3 Topcon GPS +Reference Station Receiver
3 Trimble 4000 SSE GPS Receivers
1 Trimble 4000 SSI GPS Receivers
2 Magellan Meridian Reconnaissance GPS Rec
2 VoCarta Field Voice Activated Asset
Inventory Systems
1 Point Grey Lady Bug 5 Spherical Camera
1 Garmin GLO Bluetooth GPS
Communications Equipment
93 (150) MHZ Portable 5 watt Radio Systems
110 Android Cellular Smart Phones
Vehicles
57 Ford F150's
3 Ford Explorer 2WD
5 Ford Explorer 4WD's
11 Ford Ranger 2WD's
2 Ford Ranger 4WD's
3 Ford Escapes 2WD XLT's
1 Ford Escape 4WD's XLT
1 Ford E250 Series Van
5 Ford 450 Series Flat Beds
1 Ford Expedition 4WD
1 GMC Box Truck
1 Toyota Tacoma 4WD
1 Dodge Ram 1500 Series
3 Chevy Silverado 4WD
Printers /Plotters /Scanners
4 Color Digital /Laser Printers /Scanners
2 Digital Printer/ Copier/ Scanners
5 Fax/Scanners
15 Network Laser Printers
1 Color Wide Format Plotter
2 Business Color Printers
6 Wide Format Printer/ Desktop Color
6 Desktop Color Ink Jet Printers
Hydrographic Equipment
1 Seafloor Systems Inc. 200 KHZ Echo Sounder
Utility Designation /Location Equipment
6 185 Sullair Diesel Compressors
2 Conquest GPR Units (Concrete Inspection)
5 Noggin Ground Penetrating Radar Units
1 Metro Tech model 9860 Locators
3 Metro Tech Model 810 Line Locators
1 Metro Tech 10 watt transmitter
1 Pipehorn model 100 Locator
5 Pneumatic Hammers
7 Pneumatic Tamps
12 VIVAX Prol-oc 2 Locators
1 500' Sonde Reel
1 Radiodetection 18A Sonde - Range 0' - 12'
1 Dig Trak Sonde Standard - Range 0' - 50'
6 Utilivac Vacuum Excavation Systems
8 Fisher FPID 2100 Magnetic Metal Locators
2 Water Probe Systems
2 RD 500 Plastic Water Pipe Locator
1 Closed Circuit TV /VIDEO 360❑, Pan and
Zoom Capabilities and 2 CCTV, Pan and
Tilt Rovers with Laser Profiler
1 Pipe Thickness Testing Gauge
10 LMX Ground Penetrating Radar Units
Tab 7 1 Page 3
pega5u5 RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
X__. /6r
tic 0
7. EQUIPMENT LIST
Computer Equipment
50 Dell Precision Workstations with DVD / CD Re-
writable Drives
30 Dell Business Desktops with CD Re- writable
Drives
6 Latitude Laptops
2 ThinkPad Laptops
2 Mini Dell Laptops
4 Dell Field Download Stations
1 HP Z -Book Laptop
1 ASUS N76V Laptop
2 PowerEdge 860 File and Database Servers
Cnft %A /a rP
Acrobat Acrobat Professional
Adobe (Illustrator, Reader)
Adobe Photo Shop Elements
AutoCAD 2000 /LDD2 /LDD3 /2006 -2014
AutoDesk Civil 3D 2006 -2014
Bentley GEOPAK for V8
CAiCE (v.10.5, Visual PE 9 and PE 10)
Cartegraph v.8.1
CEFB v.12.17.98
Corpscon Version 6
EFBR NT
ESRI (ArcEditor 10.1 and Arclnfo 10.1)
FDOT Electronic Field Book Processor
FDOT 3 wire Level Adjustment Program
Hector Vector NT
Hitachi - Recognizer v.2.0 for ACAD
Hitachi - Tracer v.3.0 for ACAD
InterVideo WINDVD 4.0
Mapinfo v.2.0
D. PSI Equipment List
• FLPIER — structural and pile analysis
• SPILE — pile capacity analysis
• SPT — axial load analysis software
• PONDS —pond analysis
• MODRET— pond analysis
• EMBANK — settlement analysis
• D647 — drilled shaft lateral analysis
• SETTLEG —settlement analysis
1 PowerEdge 2950 GPS Application and Data
Server Transmitter
4 HP Proliant DL 380 Domain and Application
Servers
1 Proliant 3000 Remote Access Server
1 HP Proliant DL120 SQL Server
1 Public File Transport Server (FTP Server for
SSMC)
2 Ultrium LTO Autoloader Tape Backups
1 APC Server Uninterruptible Power Systems
1 R1500XR Uninterruptible Power System (UPS)
Microsoft Office Suite 2003, 2007, 2010, 2013
MicroPAVER v.6.1.6
MicroStation V8 w /FDOT 2004
MicroStation V8i w /FDOT 2010
MircroStation V8 - XM w /FDOT 2008
Sokkia Pro Link
StarNet v.6
StarLev v.6
TDS Foresight DXM
Terra Sync v.2.40
Topcon (Link, PC -CDU, CE -CDU, Pinnacle, Tools)
Riscan Pro Stadic LiDAR v1.8
Trimble (Geomatics Office, GPS Survey,
Pathfinder Office)
Roxio Easy CD Creater
VoCarta Processing Manager
VoCarta VoCab Builder
Microsoft Dynamics NAV
Lady Bug CapPro
• LPILE — lateral load analysis
• CSHTWAL — sheet pile analysis
• RE -STAB6 — retaining wall analysis
• RSS — slope stability software
• SHAFTUF — drilled shaft analysis
• COYLE — pile analysis
• REWAL — mechanically stabilized earth wall
• CPTINTRI —cone penetrometer
Tab 7 1 Page 4
Piema " RFQ 41401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
7. EQUIPMENT UST
• SET -SAND — sand settlement analysis PL -AID — single pile analysis using SPT & CPT
data
LABORATORY EQUIPMENT
Soil Equipment
3 — Automatic Rainhart Proctor Machines
2 — Fine Aggregate Sieve Shakers (8" & 12 ")
2 — Sets of Automatic Liquid Limit Devices
6 — Ovens
10 — Electronic Balances
1— Aggregate Crusher
1— Muffle Furnace
1— LA Abrasion Machine
2 — Automatic Rainhart LBR Presses
3 — Sample Splitters
1— Gilson Coarse Aggregate Sieve Shaker
2 — Triaxial Permeability /Shear Testing Panels
55 — LBR Molds
Concrete Equipment
1— 500,000 lb. Digital Forney Compression
Machine
2 — Rainhart Beam Breaking Machines
3 — Concrete Compression Machines 250- 400,000
pounds
44 — Beam Molds
1— Soil Test Pavematic Compression Machine
1— Temperature or Humidity Controlled Moist
Cure Room (Capacity 3,000 cylinders)
Asphalt Equipment
1— NCAT Oven
2 — Automatic Marshall Hammers
1— Automatic Marshall Press
2 —Vacuum Asphalt Extraction Apparatuses
2 — Bulk Specific Gravity Water Tanks
Specialized Equipment
1— Linear Shrinkage of Concrete Test Equipment
(20 molds)
1— Time of Set of Concrete Equipment
FIELD EQUIPMENT
Soil Equipment
19 — Troxler Nuclear Density Gauges
30 — Speedy Moisture Test Kits
5 — Wind Screens
Miscellaneous Hand Augers, Post Hole Diggers,
Shovels, Sand Cone Equipment in each pick -up.
Concrete Equipment
6 — Roll -A- Meters (Air Test)
6 — Pressure Meters (Air Test)
2 — Winsor Probes
3 —Swiss Hammers
2 — Flow Cones
2 — Electric Concrete Vibrators
Miscellaneous Slump Kits, Wheelbarrows with
covers, Thermometers, in each pick -up
Asphalt Equipment
1— Marshall Hammer
2 — Portable Core Rigs
Specialized Equipment
Traffic Safety Equipment (Attenuator Truck,
Arrow Board, Signs, etc.)
2 — Pile Driver Analyzers
1— Pile Integrity Tester
1— Survey Level and Equipment
2 — R -Meter
Metals Equipment
2 — Radiographic Cameras and Truck - Mounted
Dark Rooms
2 — Ultrasonic Flaw Detectors
10 — Magnetic Particle Test Devices
1— Set Coatings Discontinuity Test Equipment
4 — Coatings Thickness Magnetic Gauges
1— Coatings Thickness Ultrasonic Gauge
Tab 7 1 Page 5
Pega5u5 RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
RFQ #1401
Engineering Services for
Ocoee West Sanitary
Transmission Project
MDA
0 0
8. REFERENCES
Listed below are three references for Pegasus Engineering, LLC and three references for CPH, Inc.
A. Pegasus Engineering, LLC
Dana Hale, P.E., Civil Engineer
Utilities Commission
City of New Smyrna Beach
200 Canal Street
New Smyrna Beach, Florida 32168
386 - 424 -3037 (office) / 386 - 409 -4720 (fax) / dhale @ucnsb.org
Arthur Miller, P.E., City Engineer
City of Winter Garden
300 West Plant Street
Winter Garden, Florida 34787
407 - 656 -4111 (office) / 407 - 877 -2363 (fax) / amiller @cwgdn.com
Ken Cheek, P.E., Director of Water Resources
Citrus County
3600 West Sovereign Path, Suite 291
Lecanto, Florida 34461
352 - 527 -7650 (office) / 352 - 527 -7644 (fax) / ken.cheek @bocc.citrus.fl.us
B. CPH, Inc.
Elizabeth O'Reilly
Orange County Utilities Department
9150 Curry Ford Road
Orlando, Florida 32825
407 - 254 -9734 (office) / 407 - 254 -9799 (fax) / Elizabeth.oreilly @ocfl.net
Edwin Matos, P.E.
Toho Water Authority
951 Martin Luther King Jr. Blvd.
Kissimmee, FL 34741
407 - 944 -5024 (office) / 407 - 944 -4264 (fax) / EMatos @tohowater.com
Christa Gandenberger, P.E.
Orange County Utilities Department
9150 Curry Ford Road, Orlando, Florida 32825
407 - 254 -9941 (office) / 407 - 254 -9999 (fax) / christa.gandenberger @ocfl.net
Tab 8 1 Page 1
Peya5u5 RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
RFQ #1401
*Talffluoffil
Engineering Services for
Ocoee West Sanitary
Transmission Project
i
#I I i i
Following is a listing of the distance in miles and the time required to reach City Hall for each of the firms
shown on our Pegasus -CPH Team's Organizational Chart.
B. Company Information / Signature Sheet
Included in this section is the completed and notarized form for Pegasus Engineering, LLC.
C. Receipt of Any Addenda Issued
Addendum No. One (1), dated September 3, 2014
All respondents shall acknowledge this addendum in your qualification package by completing the section below and including
in Section 11- Firm's Office Location & Other Forms.
Respondent. Pe ga�stig'Engineering, LLC
7 r.
Signature:
Name: Fursan Munied l/1 {
Title: Principal -in- Char
Tab 9 1 Page 1
Pegasus RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
Pegasus Engineering
301 West State Road 434, Suite 309
21.2 miles
34 minutes
Winter Springs, Florida 32708
407 - 992 -9160
CPH, Inc.
1117 East Robinson Street
14.3 miles
23 minutes
Orlando, Florida 32801
407 - 425 -0452
- - - - - --
---
- - - - --
Southeastern Surveying and Mapping Corp.
6500 All American Boulevard
10.80 miles
17 minutes
Orlando, Florida 32810
O
407 - 292 -8580
PSI, Inc.
174833 rd Street
14.03 miles
20 minutes
Orlando, Florida 32839
O
407 - 304 -5560
B. Company Information / Signature Sheet
Included in this section is the completed and notarized form for Pegasus Engineering, LLC.
C. Receipt of Any Addenda Issued
Addendum No. One (1), dated September 3, 2014
All respondents shall acknowledge this addendum in your qualification package by completing the section below and including
in Section 11- Firm's Office Location & Other Forms.
Respondent. Pe ga�stig'Engineering, LLC
7 r.
Signature:
Name: Fursan Munied l/1 {
Title: Principal -in- Char
Tab 9 1 Page 1
Pegasus RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
ISM, W/
0(U��
9 OFFICE LOCATIONS & O THER
D. MBE CERTIFICATION
Pegasus Engineering, LL[ is a certified MBE by Orange County and is also certified as a MBE firm by the
State of Florida bee copies of certificates below).
~~
-~'
,m;Anycx,`mumxu,
"°""""°"°""^°""""
E. SUMMARY OF LITIGATION
Pegosus Engineering, LLC (Prime Consultant)
Pegasus Engineering, LL[ has never experienced any claims, bid or contract disputes filed bxoragainst
PeQasus,or|itiQationagainsttheservicesprovidedbyourfi/no.
` Taus | Page z
fpe-qTM-I! RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
SuI,u/*.�
1
r°'fi— ill,.
Pega Engineering. uc
x° 09, 12,20
° 0911 2�201 5
Pegasus Engineering, LL[ has never experienced any claims, bid or contract disputes filed bxoragainst
PeQasus,or|itiQationagainsttheservicesprovidedbyourfi/no.
` Taus | Page z
fpe-qTM-I! RFQ #1401 - ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
COMPANY INFORMATION /SIGNA'T'URE SHEET RFQ #1401
FAILURE TO COMPLY WITH THESE RFQ INSTRUCTIONS WILL RESULT IN DISQUALIFICATION OF
YOUR QUALIFICATION PACKAGE. PLEASE SIGN BELOW ATTESTING THAT YOU HAVE READ AND
UNDERSTAND ALL RFQ INSTRUCTIONS AND THAT YOU UNDERSTAND THAT THE SUCCESSFUL
RESPONDENT WILL BE REQUIRED TO ENTER INTO A LEGALLY BINDING CONTRACT WITH THE
CITY OF OCOEE.
Pegasus En ing eering, LLC _
COMPANY NAME
4 07- 992 -9160
TELEPI IONE (INCLUDE: AREA CODE,)
407 - 358 -5155
FAX (INCLUDE AREA CODE)
f ursan(a)peRasusen ink eering
E-MAIL ADDRESS
t
LITHO
RIZED SIGNATUR (manual)
Fursan Munjed, P .E. , Princ
NAME /TITLE (PLEASE PRINT)
IF REMITTANCE ADDRESS IS DIFFERENT
FROM PURCHASE ORDER ADDRESS,
PLEASE INDICATE BELOW:
301 West State Road 43 S uite 3 09
STREET ADDRESS
W inter Sprint s, _ Flo r id a 3270
CITY STATE ZIP
FEDERAL ID # 26- 0806410
Individual X _Corporation Partnership Other (Specify
Sworn to and subscribed before me this 9th_ day of_ Septemb , 20 14 .
Personally Known X or
Produced Identification
Notary Public - State of Florida
(Type of Identification) County of Seminole
Signature of Notary Public
Priscilla Villanueva
Printed, typed or stamped
Commissioned name of Notary Public
PRISCILLA VILLANUEVA
! MY COMMISSION #FF090519
EXPIRES April 27, 2018
(407) 398 -0153 FloridallotaryServlce.com
RFQ 91401 — ENGINEERING SERVICES FOR OCOFF WEST SANITARY TRANSMISSION PROJECT 14
Mayor
S. Scott Vandergrift
City Manager
Robert Frank
September 3, 2014
Commissioners
John Grogan, District 1
Rosemary Wilsen, District 2
Rusty Johnson, District 3
Joel F. Keller, District 4
ADDENDUM NO: ONE (1)
CITY OF OCOEE RFQ 41401
ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
This addendum consists of two 2 pages, and shall modify and become a part of the original RFQ documents for Engineering
Services for Ocoee West Sanitary Transmission Project. Respondents shall acknowledge receipt of this Addendum in the space
provided on this Addendum. Failure to do so may subject the Respondent to disqualification. The RFQ due date remains the same.
The following Documents have been posted to Dcmandstar:
I. Pre- Submittal Conference Sign -in Sheet 8/19/14
2. Presentation at Pre - Submittal Conference 8 /19/14
3. Bluford Avenue Stormwater and Utility improvements Project Drawings
Amendments and /or Clarifications to the RFQ documents are as follows:
Clarification #1
Firm shall be considered "FIRM /TEAM" when referenced within Request for Qualifications (RFQ) #1401. "FIRM /TEAM"
shall include all sub - consultants to support prime Consultants work.
Clarification #2
Incidental to and in support with, the City has cause two portions of the project (pre - staged work) to be design and permit
and shall, if in the best interest of the City and other mutual parties, cause the construction of those portion of the project
before /or during the Consultant design efforts. Consultant shall be required to coordinate with City and others all pre- staged
work.
Clarification 0
As indicated in Table "Evaluation Criterion" Page 12 responders to the RFQ should include a "Project Approach ". Failure to
provide a project approach will result in no points awarded for that category.
Amend #1: "C. Scope of Services"
Original:
The selected Consultant will assist the City by supplying sanitary sewer transmission design, coordination, permitting, and
bidding services needed to support the PROJECT. It is anticipated that both geotechnical and professional land survey
services will be needed in support of the design of the PROJECT, Consultant will be tasked with preparing a detailed scope
and necessary support services, where the City will procure those services utilizing ongoing professional contracts.
Shall be replaced with:
The selected Consultant will assist the City by supplying sanitary sewer transmission design, coordination, permitting, and
bidding services needed to support the PROJECT which shall include al need sub- consultant service to support the efforts
of the Consultant
City of Ocoee • 150 N Lakeshore Drive - Ocoee, Florida 34761
phone: (407) 905 -3100 • fax: (407) 905 -3194 • www.ocoee.org
Amend #2: 9. Firm's Qualifications"
Original:
• List of all firm's employees, their qualifications, and their role in providing the desired City services,
• Firms and employee's certifications and registration with regulatory agencies, professional organizations, etc,
• List firm's sub- consultants, their qualifications, and their role in this project.
• List of firm's other current or recently completed similar services within the past two 2 years with other public or private
agencies.
• List and quantity of firm's (and firm's sub- consultants' if applicable) equipment including survey instruments, computers,
plotters, vehicles, etc.
• List of at least three (3) client references to include organization name, contact person, telephone number (s), and e -mail address.
• Project Manager education, experience and any special consideration
• Key Project Members education, experience and any special consideration
• Firm's Project organization and coordination structure
Shall be replaced with:
• List of all firm's employees, their qualifications, and their role in providing the desired City services.
• Fil and employee's certifications and registration with regulatory agencies, professional organizations, etc.
• List firm's sub - consultants, their qualifications, and their role in this project.
• List of firm's other current or recently completed similar services within the past FiVC (5)y with other public or private
agencies.
• List and quantity of firm's (and firm's sub - consultants' if applicable) equipment including survey instruments, computers,
plotters, vehicles, etc.
• List of at least three (3) client references to include organization name, contact person, telephone number (s), and e -mail address.
• Project Manager education, experience and any special consideration
• Key Project Members education, experience and any special consideration
• Firm's Project organization and coordination structure
1 6 ( c Tolbert, CPPB
Purchasing Agent
cc: Evaluation Committee
All respondents shall acknowledge this addendum in your qualification package by completing the section below and including
in Section II- Firm's Office Location & Other Forms.
Respondent:_Pe sus Engineeritny, LLC,,
SignatruV-- - - `' � 3- - --
Name: Fursan Mi ned
Title: Principa -in- Charg
RFQ 1401 — Addendum 111 2
Pegasus
301 West State Road 434, Suite 309
Winter Springs, Florida 32708
Phone: 407 - 992 -9160 /Fax: 407 - 358 -5155
www.pegasusengineering.net
R FQ #1401
September 9, 2014 at 2:00 pm
ENGINEERING SERVICES FOR
Ocoee West Sanitary Transmission Project
...
{
h
September 9, 2014 In �consufbng
rs
Joy ce Tolbert, Purchasing Agent
City of Ocoee
150 N. Lakeshore Drive
Ocoee, Florida 34761
RE: Request for Qualifications (RFQ) #1401; Ocoee West Sanitary Transmission Project
Dear Ms. Tolbert and the City of Ocoee Selection Committee:
Inwood Consulting Engineers, Inc. (Inwood) is pleased to present one "original" Statement of Qualifications (SOQ)
document, one physical copy of the SOQ, and four electronic copies of the SOQ on four separate CDs. Inwood's
headquarters are in nearby Seminole County, and we are strategically located to offer the City of Ocoee (City) excellent
personal service.
Inwood's utility staff members are available for your project. We have spent many hours researching and developing our
project approach. And, because we have completed eight prior projects for the City, we have a very good understanding of
the West Sanitary Transmission Project's needs and challenges. In addition, we have good relationships with many of the
key stakeholders along this transmission route.
Having worked with the City on previous utilities and transportation projects, we are excited about the opportunity to work on
this project. We have reviewed the RFQ scope of services and attended the pre -bid meeting, and Inwood acknowledges the
terms provided and agrees that we can meet or exceed all of the City's requirements. Inwood's approach to completing the
services for this contract will consist of well planned and well managed processes that will best meet the needs of the City.
I will serve as Project Manager, and I have served in a similar role on many diverse projects throughout the state of Florida
for more than 24 years. I am authorized to represent Inwood on contractual matters and will be the primary point of contact
for the City. I can be reached at:
Inwood Consulting Engineers, Inc.
3000 Dovera Drive, Suite 200
Oviedo, Florida 32765
Ph. (407) 971 -8850; (321) 303 -6256 (cell); Fax (407) 971 -8955
dcoleman@inwoodinc.com
By submitting this SOQ, we declare that it is in all respects fair and in good faith, without collusion or fraud. The Inwood
Team would consider it a privilege to work with the City again and will serve the City with diligence. Thank you for the
opportunity to demonstrate Inwood's qualifications and for your consideration of our submittal.
Very truly yours,
INWOOD CONSULTING ENGINEERS, INC.
David G. Coleman, PE
Principal /Project Manager
Inwood Consulting Engineers, Inc. 1 3000 Dovera Drive, Suite 200 1 Oviedo, FL 32765 1 407.971.8850
Table of Contents
Page
1. Firm's Qualifications
a. List of all of firm's employees, their qualifications, their roles in providing desired City services ........... 1 -1
b. Firm's and employees' certifications and registration with regulatory agencies,
professional organizations, etc .............................. 1-2
c. Firm's subconsultants, their qualifications, their roles in this project .. ............................... 1 -4
d. Firm's other current or recently completed similar services within the past 5 years with other
public or private agencies .................................. ............................... 1 -9
e. List and quantity of firm's (and subconsultants if applicable) equipment including survey
instruments, computers, plotters, vehicles .................... ............................... 1 -15
f. List of at least three (3) client references to include organization name, contact person,
telephone number (s), and e -mail address .................... ............................... 1-18
g. Project Manager's education, experience, and any special consideration ........................... 1 -19
h. Key Project Members' education, experience and any special consideration ........................ 1 -20
i. Firm's project organization and coordination structure ........... ............................... 1 -23
j. Project Understanding /Project Approach ..................... ............................... 1-24
11. Firm's Office Location and Other Forms
a. List the location of all offices (firm and sub - consultants) involved with this project and
approximate distance (in miles) and time (in hours) to City Hall ....................... . ............ 11 -1
b. Company Information /Signature Sheet p. 14 ................... ............................... 11-2
c. Receipt of any addenda issued .............. ............................... • • • . • • . . • • • . • ... -3
d. MBE Certification ............................................ ...........................II -5
e. Summary of Litigation, if none please so state .................. ............................... 11-5
0 m.sultin,g engineers
I. Firm's Qualifications
!\ 1rwvvv 44 p
consubag engrneers
1. Firm's Qualifications
a. List of all of firm's employees, their qualifications, their roles in providing desired City services
Inw ood Key Personnel
Licensure/Training
Role
Education: B.S., Civil Engineering, University of Florida, 1990
Project
David Coleman, PE
License: Professional Engineer, Florida, 1995, No. 49469
Manager
Certification: Qualified Stormwater Management Inspector
Education: M.S., Environmental Engineering, University of Florida, 1975
B.S., Engineering Science and Mechanics, University of
Principal -
Alex Hull, PE
Florida, 1974
in- Charge
License: Professional Engineer, Florida, 1979, No. 21769
Education: Master of Engineering, Civil Engineering, University of
Florida, 1998
Quality
Co -Co Wu, PE
B.S., Civil Engineering, National Taiwan University, 1983
Control
License: Professional Engineer, Florida, 1991, No. 44198
Certification: Advanced Maintenance of Traffic (MOT), 2013
Education: B.S., Mechanical Engineering, University of
Central Florida, 2003
Deputy Project
David Ledgerwood, PE
License: Professional Engineer, Florida, 2009, No. 70585
Manager/
Certification: Utility Coordination Certification, Florida Utility Coordination
Project Engineer
Committee
Education: B.S., Civil Engineering, University of Central Florida, 1992
Maintenance of
Derek Dean, PE
License: Professional Engineer, Florida, 1997, No. 51905
Traffic
Certification: Advanced Maintenance of Traffic (MOT), 2005
Education: B.S., Environmental Engineering, University of Central
Florida, 2010
License: Engineer Intern, Florida, 2010, No. 1100014454
Engineering
Ashley Bixler, El, CFM
Certifications: Certified Floodplain Manager, 2014, No. US -14 -07773
Support
Qualified Stormwater Management Inspector, 2013,
No. 28442
Education: B.S., Civil Engineering, Georgia Institute of Technology, 2007
B.S., Business Management, Georgia Institute of
Railroad
Geoff VanBueren, PE
Technology, 2001
Coordination/
License: Professional Engineer, Florida, 2012, No. 74786
Permits
Certification: Advanced Maintenance of Traffic (MOT), 2011
Education: B.S., Community and Regional Planning, Iowa State
Laura Clark, AICP
University, 2003
Public
Public Involvement
License: American Institute of Certified Planners, Florida, 2011,
Involvement
No. 025014
Design /CADD
Jack Montanez
Education: CADD, ITT Technical Institute, 2007
Support
b. Firm's and employees' certifications and registration with regulatory agencies, professional
organizations, etc.
Inwood Consulting Engineers, Inc.
State of Florida
Board of Professional Engineers
Attests that
Inwood Consulting Engineers Inc
tai
is authorized under the provisions of Section (71.023, Florida Statutes, to offer engineering services
to the public through a Professional Engineer, duly licensed under Chapter 471, Florida Statutes.
Expiration, 2/28 /2015 CA Lic. No:
Audit Nu: 2282W 500870 Certificate of Authorization 7074
State of Florida
Board of Professional Engineers
Attests that
Alexander Blue Hull IV., P.E.
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
&p —,iom 2/2812016 PT* l ie. No:
Audit No: 228201509205 21769
State of Florida
Board of Professional Engineers
Attests that
Co -Co Wu, P.E.
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
&piratiotr. 2;28 /2015 P.E. Li, No:
Audit No: 228201509625 44198
State of Florida
Board of Professional Engineers
Attests that
David K. Ledgerwood, P.E.
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
Expiration: 2/28/2015 P_E. Lie No:
Audit No: 228201514478 70585
State of Florida
Board of Professional Engineers
Attests that
David G. Coleman, P.E.
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
&pirotiore 2/28/2015 PT Lie No:
Audit No: 228201526386 49469
State of Florida
Board of Professional Engineers
Attests that
Derek Dante Dean, P.E.
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
&pirotion: 2/28/2015 P.E. Lit. No:
Audit No: 228201504735 51905
State of Florida
Board of Professional Engineers
Attests that
Geoffrey Charles Van Bueren, P.E.
Ak
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
Expiration: 2128/2015 P.E. Lk. No:
Audit No: 228201510836 74786
Inwood Consulting Engineers, Inc. - continued
Laura E. Clad:, MCP
rr r
State of Florida
Department of State
I certify from the r - I -t tins ff 'e teal INWOOD CONSUL'rNG
ENGINEERS, MC. is corpcm[i n rgmrized under the laws of the State of
Flrn9drt filed w November 12 1991
The document number ofthis corporation is P93000079443
-
I fimher ceru� dull said c iii —to i has paid all tees due this office through
December 31, 2014, that its most recent annual tepoe/tmiform business rcpon
was filed on February 26, 2014, mid its .antis is active.
I further certify that said corporation tuts not filed P.nicles of Dlmolml,,
G(.rn .urJrrrMy Lwd wd ter
G— SmJ Ifik' St— of Florida
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Secretary of State
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ASSOCIATION OF STATE
FLOODPLAIN MANAGERS, INC.
CERTIFICATION BOARD OF REGENTS
Ashley A. Bixler, CFM
ASFPM CERTIFIED FLOODPLAIN MANAGER
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11ie rnetiean `Z"raff u� Safety
Services Association a
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gas '/tended
Florida Advanced Refresher
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SERVICES ASSOCIATION
� SAFER ROARS SAVE LIVES This is to affirm that ID 437
Derek Dean
has satisfactorily completed the
Florida Advanced Refresher Work Zone
"Traffic Control Course
Date Complete: 09J13 /2012 StahlS: PASS
Location: Kissimmee Instructor: Mi. Richard Cabrera
Date Refresher Course Required: 09/13/2016
(fertificate of (nualifitation
Tills crrtffleo fbnt
Geoff VanBueren
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c. Firm's subconsultants, their qualifications, their roles in this project
fieolecnnical
Hill
Enulronmental
consultanis. Inc.
Geotechnical and Environmental Consultants, Inc.
Geotechnical and Environmental Consultants, Inc. (GEC)
based in Orlando, Florida, with offices in Kissimmee, is
well -known in the consulting industry for its leadership and
specialized expertise. Established in 1991, GEC is celebrating
23 years serving the entire state of Florida. GEC is privately
owned and managed by Gary Kuhns, PE, GEC President
and Chief Engineer; Dan Stanfill, PE, Senior Vice President;
Mike Byerly, PE, Vice President; and Chris Meyer, PE, Vice
President.
• City of Clermont Greater Hills Water Treatment Plant
• Lake Grove Water /Wastewater Treatment Plant
• City of Lady Lake Wastewater Treatment Plant
Expansion
• City of Clermont East Side Waste Water Treatment
Facility Expansion
• City of Clermont Sunburst Lane Water Treatment Plant
Expansion
• Lake County Lake Grove Water /Wastewater Treatment
Plant
• Lake County Dora Pines Water Treatment Plant
Improvements
• Orange County Northwest Water Reclamation Facility/
Phase III Expansion
GEC utilities engineering experience serving Central Florida
clients includes: Seminole, Orange, Osceola, Brevard, and
Lake Counties, Orlando Utilities Commission (OUC), Osceola
TOHO Water Authority, as well as the Cities of Orlando,
Kissimmee, St. Cloud, Maitland, Cocoa, Apopka, Sanford,
and Daytona Beach.
GEC core professional services include geotechnical
engineering, environmental consulting, ground penetrating
radar (GPR), and construction materials testing for public
works infrastructure and utilities projects throughout Florida.
GEC's Representative Experience:
• City of Apopka NW Cities Reclaimed Water Main
• Orange County Western Regional Water Transmission
Line
• Orange County Barnett Park Wastewater Collection
System
• City of Orlando I -Drive Improvements /Sewer Lift Station
Improvements
• Brevard County Force Main and Lift Station, Barefoot
Bay
• Orange County (14 Pump Stations)
• Orange County Iron Bridge Master Pump Station
• City of Orlando Lake Nona Pump Station and Force Main
• Orange County Tangelo Park Subdivision Wastewater
Collection System Improvements
• City of Orlando Reclaimed Water Distribution System
Expansion /Consery II
• Seminole County Black Hammock Water Main Phase II
Post Design Services
• City of Sanford Water and Reuse Water Pipeline
Extensions
• City of Deltona Water and Sewer Distribution
Improvements
,Southeast �n�
:Suriire fn
Y 9r�
/z f�J t II1 1<<.4
Southeastern Surveying and Mapping Corporation
Founded in 1972, Southeastern Surveying and Mapping
Corporation (SSMC) is an independent, employee -owned
Land Surveying, Subsurface Utility Location and Geographic
Information Systems (GIS) company that serves the Southeast
region's leading private and public organizations. Traditional
Land Surveying by SSMC applies experience and a complete
surveyor's toolkit including Terrestrial Mobile and Static LiDAR,
GPS systems, electronic field books and proprietary data
collection format, and graphic production using MicroStation,
ESRI ArcGIS, AutoCAD Land Development, AutoDesk Civil
3D, Revit, CAiCE, and GEOPAK tools to deliver compatible
data in ready -to -use form to our clients and team members.
SSMC's Subsurface Utility Designation services using
Ground Penetrating Radar (GPR), Location services (Test
Holes) and Coordination using safe Vacuum Excavation
are performed by SSMC's trained /experienced/ equipped
staff on a daily basis. SSMC's Utility Division additionally
offers Closed Circuit Television (CCTV) with Laser Profiling
Pipe Inspection Services; Concrete Imaging; and Materials
Thickness Services (Ultrasonic Testing) services. Geographic
Information Systems are created and maintained by SSMC's
GIS Division, since 1989. This division has years of experience
designing, developing digital maps and collecting data for
their associated databases. Additionally, the GIS Division
offers Mobile Imaging for Pavement Mapping and Condition
Assessment.
The SSMC team prides itself on its repeat public sector and
private sector clients (some for 42 years) that they work with
demonstrating their team's continued ability to control costs,
produce a quality product, and meet deadlines.
c. Firm's subconsultants, their qualifications, their roles in this project (continued)
SSMC's Representative Experience:
City of Ocoee
• Continuing Professional Surveying and Mapping
Services Contract (to include Subsurface Utility
Designation /Location /Mapping Services), City of Ocoee
(Ongoing since 1990), select project experience:
- 1210 Russell Dr. Pipe Replacement (1 ac.), Utility
Location 2014
- Bluford Ave, & Orlando St. Intersection
Improvements, Utility Designation /Location 2013
- Lakewood Ave, Delaware St & 7th St Utility
Improvements 2013
- Bluford Ave Drainage Improvements - Additional
Area (2,200 LF), Utility Coordination for Drainage
Improvements 2012
- Fountains at Tivioli Place, Plat Review 2014
- Arden Park South (98.5 ac.), Plat Review 2013
- Basking Ridge Court Cemetery (1 ac.), Boundary
Survey 2013
- Bluford Ave. & Orlando St. Intersection
Improvements, Utility Designation /Location 2013
- Bluford Ave. Drainage Improvements - Area /ROW,
Topographic Survey, (10) Descriptions /Sketches
2013
f A
qP
tS
Barnes, Ferland and Associates, Inc. (MBE)
Barnes, Ferland and Associates, Inc. (aka BFA Environmental)
is an environmental /utility engineering, hydrogeological
consulting and surveying and mapping firm that specializes
in natural resource management, permitting and design
solutions. Services include solid and hazardous waste
management; hydrogeological and wellfield development;
environmental and contamination assessment; disaster
debris management; water resources management and
permitting, water, wastewater and reuse master planning.
BFA also provides our clients with comprehensive services
related to the utility coordination, survey, subsurface
exploration, protection and utility relocation of existing utilities
located within State, County and City rights -of -way subject to
roadway widening and improvements.
BFA is a certified minority /disadvantaged business with more
than 10 state and local government agencies. BFA is DBE
certified with FDOT in Florida, DBE certified with Louisiana
DOTD, and HUB Certified with SWUC in North Carolina, and
a graduate of the SBA 8(a) program. We are committed to
providing reliable, responsive, cost - effective and high quality
environmental services to both our large and small clients.
City of Altamonte Springs
• Cranes Roost Pump Station & Force Main Upgrades,
Utility Designation /Location, as Sub - Consultant 2014
• SR 434 Median Improvements; Utility Verification 2013
• Gateway Dr. Ext. Final Design (1.68 mi), Utility
Designation, (20) Test Holes, as Sub - Consultant 2012
• Altamonte Station Parking Garage Concept (3ac.),
Topographic Survey Active
• Galloway Dr. Realignment, Design Survey, Utility
Location, as Sub - Consultant Active
City of Apopka
• 6th St. (Alabama Ave. to US 441) (4,300 LF), Utility
Location /Coordination 2014
City of Casselberry
• Forest Brook Force Main Replacement, Utility
Designation /Location, as Sub - Consultant 2014
• Stormwater /Storm Drain Rehabilitation, CCTV
Inspection, as Sub - Consultant 2014
City of Clermont
• Force Main Route Survey (6 mi.), Utility Designation/
Location, as Sub - Consultant 2014
BFA is a Florida firm with its main headquarters in Orlando,
Florida, and satellite offices in West Palm Beach and
Miami, Florida; New Orleans, Louisiana; and Rutherfordton,
North Carolina. BFA currently has a professional staff of
18 engineers, hydrogeologists, designers, environmental
scientists, surveyors, and three administrative personnel.
Much of BFA's success is due to the quality and experience of
their staff. The Principals of the company maintain a "hands -
on" approach and staff projects with highly experienced and
trained individuals. BFA's Professional Engineers, Geologists,
and Surveyors have a comprehensive understanding of
current and pending regulations and new technologies,
BFA can provide a full range of environmental engineering
services from water resource development through the
disposal of wastewater effluent.
• Master Planning for Comprehensive Water, Wastewater,
Reclaimed Water, Solid Waste and Stormwater Utility
Systems
• Hydraulic Modeling and Analysis
• Regulatory Audit and Compliance
• Water Quality Compliance Evaluations
• Design and Construction Management for Water
Supply, Treatment, Storage, High Service Pumping and
Distribution Systems
• Design and Construction Management for Wastewater
Collection, Transmission, Treatment, Effluent Disposal
and Residuals Management Systems
• Design and Construction Management for Reclaimed
Water Facilities
• Design and Construction Management for Solid Waste
Facilities
• Facility Valuation Determinations
• Utility System Rate and Charge Determinations
• Financial Planning including Funding Assistance through
State Revolving Fund (SRF)
• Program and Rural Utility Service as well as
Conventional Financing
BFA's Representative Experience:
• City of Ocoee: Continuing Survey and Mapping
Services: Plat reviews, Topographic Surveys, Boundary
Surveys, Legal Descriptions, Specific Purpose Surveys,
Construction Staking
• Orange County Utilities: Lee Vista Blvd to Innovation
Way (2013): Topographic Survey and Control Survey of
a 5 -mile large pipeline corridor
• Orange County Utilities: Apopka Sweetwater and
Ramir Subdivisions (2012): Topographic Survey, Control
Survey and SUE services, designation and excavation
of utilities
• Orange County Utilities: Park Manor Water and Sewer
(2011): Topographic Survey of over 7 miles of the Park
Manor development. Excavated over 100 utilities.
• City of Orlando: Marks Street (2013): Topographic
Survey, Control Survey and SUE services
• Florida DOT District 5: Pineda Causeway: Performed
underground utility Designation and excavations for
engineering design, Prepared sketches and test hole
reports.
• Florida DOT District 5: State Road 200: Underground
utility Designation for engineering design.
• Florida Turnpike Enterprise: U.S. 27 Interchange —
Designation and excavations of underground utilities for
the design of new interchange. Prepared sketches and
test hole reports.
Aclus Engineering, LLC (MBE)
Aclus Engineering, LLC is a civil and environmental engineering
firm located in Orlando, which provides engineering services
to the private and public sectors in Central Florida. Aclus'
engineering services include water, municipal wastewater,
industrial wastewater, reuse, stormwater, construction,
funding assistance and other general consulting services.
Daniel Magro, PE, is a Principal with Aclus Engineering and
has 14 years of experience in the civil and environmental
engineering of water, reclaimed water, and wastewater
projects providing preliminary planning, detailed design,
permitting, and construction services. Mr. Magro has been
responsible for many municipal water and wastewater
projects in the Central Florida area, overseeing efforts in
civil, mechanical, electrical, geotechnical, architectural, and
structural engineering.
The most notable projects completed by Mr. Magro include
design and rehabilitation of water /wastewater treatment plants
ranging in size from 1.0 to 8.0 MGD, and municipal water
distribution, sewer collection, sewer pumping /transmission
systems,
Representative Experience:
• Polk Commerce Centre Utility Master Plan,
Auburndale, FL, 2013: Prepared a water, wastewater,
and reuse master plan for the City's new Polk
Commerce Center utility service area.
• Water Main Extensions, Avon Park, FL, 2012: Project
Manager for design and permitting of 12.5 miles of new
6, 8 and 10 inch water mains within service area.
Northeast Water System Improvements, Lake
Hamilton, FL 2009: Project Manager for design,
permitting, and construction administration for the
replacement of 7,500 feet of 6, 8 and 12 inch water
mains within an 80 unit residential neighborhood.
Obtained $750,000 grant from the CBDG program.
Main Street Water Line Improvements, Lake
Hamilton, FL, 2009: Project Manager and engineer for
the design, permitting, and construction administration
for replacement of 2,700 feet of 12 inch directional
bore water main piping. Obtained grant /loan funding of
$400,000 from SRF ARRA stimulus funds.
• US 27 Water /Wastewater Line Relocations, Dundee,
FL, 2008: Project Manager for the design, permitting,
and construction administration of 4,000 feet of 8, 10
and 14 inch water and force main utility relocations as a
result of a FDOT road widening project.
c. Firm's subconsultants, their qualifications, their roles in this project (continued)
'•
CS_o_ut ieist1'n
5urveying�" \-\
Education: SCC, Continuing Education for Licensing Requirements
SUE &
James Petersen, PSM
Mean High Water Surveying Training FDEP Methodology
Surveying
License: PSM, Florida, 1990, No. 4791
Services
Education: Dutchess Community College Liberal Arts Coursework
Numerous FDOT and Equipment Training Seminars
SUE &
Darryll DeMarsh, GPRT
Certification: Ground Penetrating Radar (GPR) Certified
Confined Space Safety Awareness Training
Surveying
Services
Maintenance of Traffic (MOT) Trained and Certified
Geotecholcal
and
Enulronolenlal
consultants, Inc.
Education: M.S., Civil Engineering, University
Christopher Meyer, PE
of Florida, 1994
Bachelor of Science, Civil Engineering, University
of Florida, 1991
Geotechnical
Engineer
License: Professional Engineer, Florida, No. 49328
Southeastern Surveying and Mapping Corp.
.,aLB is ., u
Professional Surveyor and Mapper Business License
t al 11 rte .1
ll \It— 11 aOtt,eVAlco Lw
Geotechnical and Environmental Consultants
State of Florida
Board of Professional Engineers
Artcscs chat
Geotechnical & Environmental Consultants, Inc.
A is outhorhed under the provisions of .023, Florida Statutes, to offer engineering services
t o the public through a Professional Fngineer, duly licensed under Chapter 471, Florido Smtutes.
Expiratian� 22.9/3(115 CA Lie. No:
Audit N. 228201 iO3438 Certificate of Authorization 5882
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Professional Surveyor and Mapper license
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State of Florida
Board of Professional Fngineers
Attests that
Christopher Paul Meyer, P.E.
,AK
Is licensed as a Professional Engineer under Chapter 471, Florida Statutes
Expiration: 2128/2015 P.E. Lic. Nn
Audit No: 228201515797 49328
Aclus Engineering Barnes, Ferland and Associates
State of Florida
Board of Professionol Engineers
A'. Cf` 9 Sh(I
Aclus Engineering LLC
�s achor zed under c pro nF Sea n 471023, FI.,;do Smu
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State of Ftorida
Board of Professional Fngineers
a.tex„ t1
Daniel Magro, P.E.
e�
Is licensed os o Professionol Engineer under Chopter 471, Florido Stotutes
rz uan� 2,2a201b P.F. L" No:
paa
A,,dit No: 22S20IS1fi726 64'£18
State of Florida
Board of Professional Engineers
A,,C ,S 6 thal
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o mhar and under the pru txians of Sec n 71.023, n. id* Soaruttr, ra offer g mg a kl
w the public through a Profc..tonal Engi—, duly V--d aoder Chapter 471, rlorda Sro .0
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Ro
Aclus Engineering, LLC (MBE)
Education: Master of Science, Environmental Engineering, University
Permitting/
of Central Florida, 2005
bid- ability and
Daniel Magro, PE
Bachelor of Science, Chemical Engineering, Florida Institute
uctability
of Technology, 2001
reviews
reviews
License: Professional Engineer, Florida, No. 64708
�3FA
Barnes, Ferland and Associates, Inc. (MBE)
William Miller, PLS
Certification: PLS, Florida, No. LS 5010
Survey
Training /Certification: OSHA Hazwopper Certificate
OSHA Confined Space Certification
Subsurface
Ron Smith, SUE Crew
Maintenance of Traffic (Intermediate Level)
Utility
Leader
Metro Tech Locator
American Red Cross First Aid
Exploration
Ground Penetrating Radar (Sensors and
(SUE)
Software)
Aclus Engineering Barnes, Ferland and Associates
State of Florida
Board of Professionol Engineers
A'. Cf` 9 Sh(I
Aclus Engineering LLC
�s achor zed under c pro nF Sea n 471023, FI.,;do Smu
ctes m offer ng n ing scn,cas
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AudrN 2S2i,1'0¢n C of Am horrrof�on ;ti ^,r,
State of Ftorida
Board of Professional Fngineers
a.tex„ t1
Daniel Magro, P.E.
e�
Is licensed os o Professionol Engineer under Chopter 471, Florido Stotutes
rz uan� 2,2a201b P.F. L" No:
paa
A,,dit No: 22S20IS1fi726 64'£18
State of Florida
Board of Professional Engineers
A,,C ,S 6 thal
Barnes, Ferland And Associates, Inc.
o mhar and under the pru txians of Sec n 71.023, n. id* Soaruttr, ra offer g mg a kl
w the public through a Profc..tonal Engi—, duly V--d aoder Chapter 471, rlorda Sro .0
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d. Firm's other current or recently completed similar services within the past 5 years with other
public or private agencies
Project 1
MONTGOMERY /WHITE ROAD RCW INTERCONNECT
CITY OF OCOEE, FLORIDA
Owner's Name and Address
City of Ocoee, Capital Improvement Program,
150 North Lakeshore Drive
Ocoee, FL 34761
construction services.
Preliminary: Inwood developed critical preliminary engineering
concepts for various pipeline alignment alternatives through
the complicated corridor. The preliminary engineering
design alternatives were drawn in CAD and submitted to
the City for review. Cost estimates for various options were
provided. Alternatives took into account a number of major
utilities located on the project including, overhead electric/
communications, overhead transmission power, pressure
mains, and buried communications. Inwood prepared
numerous alternative alignments to reduce the impacts to the
surrounding utilities. The final alignment was agreed upon
which allowed the final design to begin.
Final Design: Inwood performed the final design that included
preparing and revising utility plan, profile, and details sheets,
The final design required the callouts of connecting feeder
and looped pipes, tie -in to existing services and placing air
relief valves at appropriate locations. The project contained
two areas where special attention was required. The first
was the crossing of Clark Road. Clark Road is a fairly large
signalized intersection with limited right -of -way and major
utilities including Progress Energy Transmission poles. The
second location was a wetland /lake area located just west of
Clark Road. This area consisted of limited right -of -way and
existing transmission poles. Both locations were directionally
bored to avoid impacting the existing utilities and minimize
the maintenance requirements at the Clark Road intersection.
Inwood submitted three phased submittals at 60 %, 90% and
Final Plans. Each submittal consisted of plans, specification,
cost estimates, and responses to previous submittal review
comments.
Permitting Services: Inwood assisted the City in obtaining the
Right -of -Way Utilization permit for crossing County roadways.
Construction engineering and inspection services: Inwood
attended the pre- construction meeting and provided periodic
construction observation.
Construction Cost: $970,000
Contract Completion: April 2012
I iIod v ting engineers
Project 2
MARKHAM WOODS ROAD UTILITIES - PHASE II
SEMINOLE COUNTY, FLORIDA
Owner's Name and Address
Seminole County Environmental Services,
500 West Lake Mary Boulevard
Sanford, Florida 32773
Preliminary Engineering: Inwood provided preliminary design
and redesign for the improvements of the water, sewer and
reclaimed mains. Inwood prepared alternatives to the original
alignments based on meetings with the County and their
General Engineering Consultant (GEC). Inwood provided
preliminary engineering to develop the final design alignment
and concept to be carried forward,
Final Design Services: Inwood provided final design and
redesign of 3,860 LF of 24 -inch DIP reclaimed water main,
7,710 LF of 20 -inch DIP reclaimed water main and 6,860 LF
of 12 -inch PVC water main. Inwood prepared plan, profile
and detail sheets for the 50 %, 90% and 100% submittals,
technical specifications and construction contract documents
Permitting Services: Inwood obtained two separate FDEP
construction permits for the potable water main portion of the
project. An FDEP permit was not required for the reclaimed
water main as the project was within the County's Reclaimed
Water Service Area Boundary.
Construction Administration: Inwood provided construction
administration services for this project. Inwood prepared
conformed documents, responded to the contractor's request
for information, performed periodic site inspections, attended
construction progress meetings, prepared record drawings
and obtained FDEP "clearance for use" Certifications.
Construction Cost: $4,007,910
Contract Completion Date: October 2009
1nwooCI�
con =ulting engineer=
for the project. A significant portion of this project was
constructed via trenchless technology (directional bore).
Project 3
DESIGN /BUILD SR 37 BRIDGE REPLACEMENT — JACK
& BORE CROSSING CSX RAILROAD
POLK COUNTY, FLORIDA
Owner's Name and Address
Florida Department of Transportation,
801 North Broadway Avenue
Bartow, FL 33830
The SR 37 Design Build project required substantial
coordination efforts with multiple agencies to acquire
the necessary permits (including CSX Transportation,
SWFWMD, ACOE, the City of Mulberry, and FDEP). The
coordination efforts with CSX were necessary to jack and
bore 100 LF of 48 -inch steel casing pipe beneath the railroad
from SR 37. The permit was required to gain access to the
property and perform the necessary construction operations.
The permitting process took approximately five months to
complete with multiple rounds of review and correspondence.
The permit was obtained on time and the project began
construction activities as scheduled.
Final Design: Inwood's design was done in accordance with
CSXand theAmerican Railway Engineering and Maintenance -
of -Way Association ( AREMA) guidelines and standards to
include the installation of a 42 -inch steel casing. The steel
casing was designed to meet all loading requirements,
corrosion protection, spacers, and casing seals. Ultimately,
the casing was upsized to a 48 -inch steel pipe due to reduction
in cost caused by its availability in the market.
Permitting Services: Inwood prepared CSX permit
applications, prepared application drawings, attended
pre - application meetings, and responded to CSX review
comments and requests for additional information. The CSX
permit for the project was obtained in February 2013.
Construction engineering_ and inspection services:
Inwood closely coordinated with the Contractor and CSX
representatives with bore pit locations and pit configuration.
Inwood performed site visits, responded to the Contractor's
requests for information (RFI), and provided interpretation of
CSX and AREMA standards.
Contract Completion: June 2014
Inwood I
consulting engineers
Project 4
ROUSE ROAD WATER & WASTEWATER UTILITY
IMPROVEMENTS —SECTION 1
ORANGE COUNTY, FLORIDA
Owner's Name and Address
Orange County Utilities
9150 Curry Ford Road
Orlando, FL 32825
Description of Services Provided
Summary of Work: Orange County Utilities (OCU) contracted
with Inwood to provide the preliminary and final design,
permitting and construction services for utility improvements
on the Rouse Road Section 1 project from Lake Underhill
Road to south of East Colonial Drive (SR 50). OCU
constructed the new facilities in conjunction with the Public
Works roadway widening project along Rouse Road, The
project consists of the relocation of approximately 7,900 LF
of 24 -inch DIP transmission water main and 70 LF of jack
and bore of 42 -inch steel casing. The project also includes
the replacement of over 800 LF of 8 -inch and 10 -inch gravity
sewer mains and the refurbishing of 21 existing manholes. All
improvements and relocations were designed and installed
within publicly owned County and State right -of -way. In the
same capacity as his proposed role, Mr. Coleman was the
Project Manager, Engineer of Record, and performed the
day -to -day management of the project. He oversaw all tasks
and activities during design, permitting, and construction.
Preliminary: Preliminary design services were provided for
the improvements of the transmission water main and gravity
sewer mains including alternatives to the alignments based
on meetings with the County Project Manager and County
inspection reports. Initial alternatives included directional
bore of the new 24 -inch water main under the existing SR
408 bridge and ramps to minimize impacts and restoration.
Open -cut installation was used in lieu of directional bore due
to coordination with the Orlando - Orange County Expressway
Authority (OOCEA) for crossing and installation in the publicly
owned SR 408 right -of -way.
Final Design: Inwood completed final design services
for approximately 7,900 LF of 24 -inch DIP transmission
water main, 70 LF of jack and bore of 42 -inch steel casing,
replacement of over 800 LF of 8 -inch and 10 -inch gravity
sanitary sewer, and the refurbishing of 21 existing manholes.
Permitting: Florida Department of Environmental Protection
(FDEP) drinking water and wastewater general permits were
obtained for the project. An FDOT Utility Permit was also
prepared and obtained for the proposed 24 -inch transmission
water main crossing under the SR 408 bridge within the
right -of -way. The FDOT Utility Permit required extensive
coordination with the OOCEA, who handles the review and
approval of FDOT Utility Permits within SR 408 right -of -way.
Construction Services: Inwood oversaw construction
administration services including routine site visits, responding
to Contractors' requests for additional information, reviewing
shop drawings, witnessing pressure tests, reviewing change
order requests, reviewing bacteriological test reports, and
obtaining final FDEP clearance to place the water main into
operation.
Construction Completion: June 2014
in:�P onsf od v
ltin g engineers
Project 5
CHAPMAN ROAD UTILITIES RELOCATIONS — FROM
SR 426 TO SR 434
SEMINOLE COUNTY, FLORIDA
Owner's Name and Address
Seminole County Environmental Services,
500 West Lake Mary Boulevard
Sanford, FL 32773 -741
Description of Services Provided
Summary of Work: Inwood completed the preliminary design,
final design, permitting, and construction administration
services for the utilities improvements design necessitated by
the Seminole County Public Works' Chapman Road widening
project. The utility relocation engineering services were
accomplished through a Joint Project Agreement between
Seminole County Environmental Services and Seminole
County Public Works. The project included utility relocation
design for approximately 6,500 LF of 16 -inch DIP water main
and over 6,800 LF of 12 -inch PVC force main. The project
was designed and installed within County -owned right -of -way.
Preliminary Design Services: Inwood developed critical
preliminary engineering concepts for various pipeline
alignment alternatives. The preliminary engineering design
alternatives were drawn in CAD and submitted to the County
for review. Preliminary cost estimates for these options were
provided. Tapping assemblies were recommended, since
the water main is a primary transmission main through the
corridor, and shut downs of the existing service were not
desirable. The final alignment /concepts were approved,
which allowed the final design move forward.
Final Design Services: The final design of the 6,500 LF of
16 -inch DIP water main and 6,800 LF of 12 -inch PVC force
main was completed and included preparing the utility plan,
profile, tabulation of quantities, general notes, and details
sheets. Since the utilities would be installed by the roadway
Contractor, the phasing of construction was closely reviewed
and considered during design. The project also contained
large areas of muck removal, which was a considerable
factor when analyzing the project construction phasing.
Plans, specifications, and estimates were prepared and
submitted at 60 %, 90 %, 100% and Final intervals. Inwood
closely coordinated with the County's Program Managers,
who reviewed and distributed project submittals and served
as project management for the County.
Permitting Services: Inwood
prepared and obtained general
permits from the FDEP drinking
water and wastewater Sections
for construction of the new water
and force mains. The FDEP
Wastewater construction permit
included coordination with the City
of Orlando since the system was
pumped to the City's Iron Bridge
Regional Treatment Plant. Though a Right -of -Way Utilization
permit was not required during the design phase, utility plans
were also submitted to the Seminole County Right -of -Way
Department for review and approval.
Construction Phase Services: Construction administration
services were provided for this project, including review
of shop drawings, responding to contractor requests for
information, performing periodic site inspections, witnessing
pressure tests, attending construction progress meetings,
and preparing final record drawings. Construction services
also included close coordination with Seminole County
Environmental Services' Inspectors and the roadway project
CEI firm.
Construction Completion Date: July 2013
ln�pd
rs
Project 6
WEST TOWN PARKWAY EXTENSION — LAUREL
STREET TO ORANGE AVENUE
SEMINOLE COUNTY, FLORIDA
Owner's Name and Address
City of Altamonte Springs,
225 Newburyport Avenue
Altamonte Springs, FL 32701
Description of Services
Provided
Summary of Work:
This project included
the extension of West
Town Parkway from the
intersection of Laurel Emu=
Street and West Town
Parkway and extended northeast to Orange Avenue. In
conjunction with the roadway work, the City also included the
installation of 900 LF of new 12 -inch sanitary sewer system,
2500 LF of 12 -inch water main, and 2400 LF of 20 -inch
reclaimed water main. Since the connection points of the new
water and reclaimed water main extensions was outside the
limits of the roadway construction, the project also included
more than 1200 LF of directional bore to minimize the
impacts to the existing roadway and avoid a large existing
concrete box culvert.
Preliminary: Inwood developed critical preliminary engineering
concepts for various pipeline alignment alternatives and
manhole placement through the corridor. The preliminary
engineering design alternatives were drawn in CAD and
submitted to the City for review. Cost estimates for various
options were provided. The final alignment was agreed upon
which allowed the final design to begin,
Final Design: Inwood performed the final design that included
preparing and revising utility plan, profile, and details sheets.
The final design required the callouts of connecting feeder and
looped pipes, tie -in to existing services and placing air relief
valves at appropriate locations. Other than the intersection
with the West Town Parkway extension project, there was not
any roadway improvements proposed on Orange Avenue.
With limited right -of -way, Inwood proposed to install the new
mains along Orange Avenue using directional bore method.
This minimized impacts to the roadway and existing utilities
and also allowed the mains to be installed under a large
existing concrete box culvert. Inwood submitted four phased
r r
submittals at 60 %, 90 %, 100% and Final Plans. Each
submittal consisted of plans, specification, cost estimates,
and responses to previous submittal review comments.
Permitting Services: Inwood prepared and obtained FDEP
drinking water and wastewater permits for the installation of
the water and sanitary sewer mains. An FDOT Utility Permit
was also prepared and obtained by Inwood for the connection
of the new mains within the SR 434 right -of -way. Inwood also
coordinated with Seminole County Right -of -Way Department on
the directional bore of the new water and reclaimed water mains
along Orange Avenue and addressed all county concerns.
Construction engineering and inspection services: Inwood
oversaw construction administration services including
routine site visits, responding to Contractors' requests for
additional information, reviewing shop drawings, witnessing
pressure tests, reviewing change order requests, reviewing
bacteriological test reports, obtained final FDEP clearance
to place the water and wastewater mains into operation, and
prepared final project record drawings.
Contract Completion Date: August 2013
I/Iwood ►
ransulting engineers
e. List and quantity of firm's (and subconsultants if applicable) equipment including survey
instruments, computers, plotters, vehicles
Inwood Consulting Engineers, Inc.
Vehicles
2 Ford F150 Trucks
Field Equipment
1 GoPro Video Camera
1 Camera with GPS locator
Steel Probes
Tape Measures
Printers/Plotters/Scanners
1 Color Digital Printer /Scanner
2 Color Wide Format Plotters
2 Business B/W Printers
Computer Equipment
DELL Precision 380 Workstations
Dual Core CPU with 8 GB of RAM
Software
Bentley GEOPAK for V8
MicroStation V8 w /FDOT 2004
MicroStation V8i w /FDOT 2010
MircroStation V8 - XM w /FDOT 2008
Microsoft Excel 2013
Microsoft Project 2013
Microsoft PowerPoint 2013
Microsoft Word 2013
Adobe Standard
Roxio CD Creator
Southeastern Surveying & Mapping, Inc.
Communications Equipment
10 Android Cellular Smart Phones
Vehicles
57 Ford F150's
5 Ford Explorer 4WD's
1 Ford Escape 4WD XLT
5 Ford 450 Series Flat Beds
3 Chevy Silverado 4WD
Printers /Plotters /Scanners
4 Color Digital /Laser Printers /Scanners
2 Digital Printer / Copier/ Scanners
6 Wide Format Printer / Desktop Color
6 Desktop Color Ink Jet Printers
1 Color Wide Format Plotter
2 Business Color Printers
Utility Designation /Location Equipment
6 185 Sullair Diesel Compressors
1 Dig Trak Sonde Standard - Range 0'- 50'
5 Noggin Ground Penetrating Radar Units
8 Fisher FPID 2100 Magnetic Metal Locators
3 Metro Tech Model 810 Line Locators
5 Pneumatic Hammers
7 Pneumatic Tamps
1 Radiodetection 18A Sonde - Range 0' -12'
12 VIVAX ProLoc 2 Locators
6 Utilivac Vacuum Excavation Systems
1 500' Sonde Reel
2 Water Probe Systems
10 LMX Ground Penetrating Radar Units
Field Equipment
8 Allegro Data Collectors
3 Topcon AT F2 Automatic Levels
19 Topcon GPT Total Stations
1 Topographic Scanner Lifts
16 Fisher FPID 2100 Magnetic Metal Locators
4 Pentex AFL Automatic Levels
1 Riegl USA VZ -400 Laser Scanner
31 Topcon TopSury Data Collectors
3 Sokkia Total Stations
6 Sokkia B2 Levels
Field Support Equipment
7 All- Terrain Vehicles w /trailers
2 Jon Boats with trailer
1 Pond Prowler
5 Kodak Digital Cameras
Computer Equipment
50 Dell Precision Workstations with DVD / CD
Re- writable Drives
30 Dell Business Desktops with CD Re- writable Drives
4 Dell Field Download Stations
1 Proliant 3000 Remote Access Server
2 PowerEdge 860 File and Database Servers
1 APC Server Uninterruptible Power Systems
1 PowerEdge 2950 GPS Application and Data Server
Transmitter
1 Public File Transport Server (FTP Server for SSMC)
4 HP Proliant DL 380 Domain and Application Servers
1 HP Proliant DL120 SQL Server
2 Ultrium LTO Autoloader Tape Backups
1 R1500XR Uninterruptible Power System (UPS)
Southeastern Surveying & Mapping, Inc. - Continued
Software
Acrobat Acrobat Professional
Adobe (Illustrator, Reader)
Adobe Photo Shop Elements
AutoCAD 2000 /LDD2 /LDD3 /2006 -2014
AutoDesk Civil 3D 2006 -2014
Bentley GEOPAK for V8
CAiCE (00.5, Visual PE 9 and PE 10)
Cartegraph v.8.1
CEFB v.12,17.98
Corpscon Version 6
EFBR NT
ESRI (ArcEditor 10.1 and Arclnfo 10.1)
FDOT Electronic Field Book Processor
FDOT 3 wire Level Adjustment Program Hector Vector NT
Hitachi - Recognizer v.2.0 for ACAD Hitachi - Tracer v.3.0 for
ACAD
InterVideo WINDVD 4.0
Microsoft Office Suite 2003, 2007, 2010, 2013
Micro PAVER v.6.1.6
MicroStation V8 w /FDOT 2004
MicroStation V8i w /FDOT 2010
MircroStation V8 - XM w /FDOT 2008
Sokkia Pro Link
StarNet v.6
StarLev v.6
TDS Foresight DXM
Terra Sync v.2,40
Topcon (Link, PC -CDU, CE -CDU, Pinnacle, Tools)
Riscan Pro Stadic LiDAR v1.8
Trimble (Geomatics Office, GPS Survey, Pathfinder Office)
Roxio Easy CD Creater
Mapinfo v.2.0
Microsoft Dynamics NAV
Barnes, Ferland and Associates, Inc.
Land Surveying Equipment
Nikon DTM -310 Total Station (1)
Carlson Explorer w /software
Topcon FC -2500 Data Collector (1)
Wooden tripods (3)
ES -105 Topcon TTL Station
Nikkon AS -2 Automatic Level (1)
Topcon GR -3 GPS Receivers (2)
Schoenstedt Metal Locators (2)
Philladelphia Level Rod (1)
SUE Equipment
Trailers (2)
Utilivac System (2)
Sullair Pogo Tamper (2)
Carlson Software Packages (2)
Metrotech 810 & RD 400 Pipe / Cable Locators
LMX100 Ground Penetrating Radar
Sullair 183 Compressor (2)
Sullair Jackhammer (2)
Topcon GPS Unit (GR -3) w/ accessories
Standalone License AutoCAD MAP
Metrotech vLocPro2 — Locator
Geotechnical and Environmental Consultants, Inc.
Date
Placed in
Model
Received
Service
Manufacturer
Equipment
Received
1.11 -92
1 -11 -92
AND
Digital Scale
EP -20KP
3806616
New
8 -17 -99
O.O.S.
AND
Digital Scale
GF -1200
14610520
New
3 -1 -02
3 -1 -02
Ohaus
Digital Scale
EORW60
F047119500842
New
11 -3 -96
11 -3 -96
Despatch
Convection Oven
LDB1 -69 -4
155648
New
1 -1 -92
1 -1 -92
Tempcon
Oven
N8620 -10SP
0182 -109
New
7 -20 -92
O.O.S.
Cress
Muffle Furnace
C1006H
9107
New
3.22 -07
4 -2 -07
Thermolyne
Muffle Furnace
F6020C
1249070236371
New
1 -2.09
1 -2 -09
Durham Geo
Liquid Limit Device
S -271
684
New
10 -1 -92
10 -1 -92
Orion
pH meter
290A
002857
New
10 -1 -01
10 -1 -01
Genesesy 20
Spectro Meter
4001/4
3SGG265002
New
9 -29 -92
9 -29 -92
Nilsson
Resistivity Meter
400
40 -377
New
4 -1 -06
4 -20 -06
Atkins
Digital Therm.
39658 -K
CT031006032-
39658 -K
New
7 -21 -03
7 -21 -03
Rainhart
Sieve Shaker
635
3521758
New
5 -11 -92
5 -11 -92
Humbolt
Sample Splitter
H -3985
2/91
New
9 -1 -92
9 -1 -92
Hamilton Beach
Mixer
936 -2
71159360002
New
1 -1 -92
Out of
Bouyoucon Scale
Hydrometer
152H
74265
New
Service
11 -24 -92
11 -24 -92
Fisher Scientific
Hot Plate
11- 5000 -4H
692920805615
New
8 -6 -01
8 -6 -01
DGE
Sample Extruder
M -410
1796670001
New
8 -14 -01
8 -14 -01
GeoTac
Load Frame
Sigma -1
1127
New
10 -8 -01
10 -8 -01
Durham Geo
Soil Lathe
S -57628
SL -1
New
4 -1 -04
4 -1 -04
Mitutoyo
Digital Caliper
CD -8 "CS
04077870
New
4 -24 -06
4 -26 -06
Fowler
Dial Caliper
52- 008 -018 -0
48457873
New
Arista
Stopwatch
SW -1
New
1 -2 -09
1 -2 -09
Humboldt
Penetrometer
B62120 -0 -16
083391432
New
9 -20.08
11 -25 -08
Ohaus
Digital Scale
EP4102P
M316112921229
New
7 -31 -10
8 -7 -10
Rainhart
Sieve Shaker
657
3521750
New
8 -8 -11
8 -9 -11
HACH
pH Meter
MM110
126004
New
f. List of at least three (3) client references to include organization name, contact person, telephone
number (s), and e-mail address
1. ORGANIZATION: CITY OF OCOEE
MONTGOMERY/WHITE RCW MAIN
150 North Lakeshore Drive, Ocoee, FL 34761
Contact: Al Butler, Dir. of Support Services, City of Ocoee
407 - 905 -3100 x 1543, abutler @ci.ocoee.fl .us
Summary of Work: The Montgomery /White Road RCW
Interconnect project included the directional bore of
approximately 6,000 feet of 16 -inch and 2,100 feet of 4
to 12 -inch reclaimed water main. The project provided
interconnects of the City's existing systems and allowed
for reclaimed water service for surrounding neighborhoods.
Utility services included preliminary engineering, final design,
permitting, and construction services.
2. ORGANIZATION: ORANGE COUNTY UTILITIES
ROUSE ROAD UTILITY IMPROVEMENTS
9150 Curry Ford Road, Orlando, FL 32825
Contact: Claudia Paz, Project Manager
407 - 254 -9707, Claudia.Paz @ocfl.net
Summary of Work: Orange County Utilities (OCU)
contracted with Inwood to provide the preliminary and final
design, permitting, and construction services for utility
improvements on the Rouse Road - Section 1 project from
Lake Underhill Road to south of East Colonial Drive (SR 50).
OCU constructed the new facilities in conjunction with the
Public Works roadway widening project along Rouse Road.
The project consists of the relocation of approximately 7,900
LF of 24 -inch DIP transmission water main and 70 LF of jack
and bore of 42 -inch steel casing. The project also includes
the replacement of over 800 LF of 8 -inch and 10 -inch gravity
sewer mains and the refurbishing of 21 existing manholes. All
improvements and relocations were designed and installed
within publicly owned county and state right -of -way.
3. ORGANIZATION: SEMINOLE COUNTY
ENVIRONMENTAL SERVICES
CHAPMAN ROAD WIDENING
500 West Lake Mary Boulevard, Sanford, FL 32773 -741
Contact: James Monahan, PE, Project Manager
407 - 665 -2039, jmonahan02 @seminolecountyfl.gov
design for approximately 6,500 LF of 16 -inch DIP water
main and more than 6,800 LF of 12 -inch PVC force main.
The project was designed and installed within County -owned
right -of -way.
4. ORGANIZATION: CITY OF ALTAMONTE SPRINGS
WEST TOWN PARKWAY EXTENSION
225 Newburyport Avenue, Altamonte Springs, FL 32701
Contact: Karen McCullen, PE, BCEE, Senior Engineering
Project Manager
407 - 571 -8335, KMcCullen @altamonte.org
Summary of Work: This project included the extension of
West Town Parkway from the intersection of Laurel Street
and West Town Parkway and extended northeast to Orange
Avenue. In conjunction with the roadway work, the City also
included the installation of 900 LF of new 12 -inch sanitary
sewer system, 2,500 LF of 12 -inch water main, and 2,400 LF
of 20 -inch reclaimed water main, Since the connection points
of the new water and reclaimed water main extensions was
outside the limits of the roadway construction, the project also
included over 1,200 LF of directional bore to minimize the
impacts to the existing roadway and avoid a large existing
concrete box culvert.
5. ORGANIZATION: FLORIDA DEPARTMENT
OF TRANSPORTATION
SR 37 DESIGN -BUILD
801 North Broadway Avenue, Bartow, FL 33830
Contact: Richard Howard, PE, FDOT PM
863 - 519 -2769, RichardHoward @dot.state.fl.us
Summary of Work: The SR 37 Bridge Replacement was an
FDOT design -build project located at the North Fork of the
Alafia River improvement project consists of the widening of
the existing two lane rural roadway to a 4 -lane divided low -
speed (45 mph) urban roadway. A 48 -inch jack and bore
crossing of the CSX Railroad was designed and permitted as
part of the project. The 9 -month process of coordination and
permitting associated with the CSX railroad crossing was key
to this project.
Summary of Work: Inwood oversaw the preliminary design,
final design, permitting, and construction administration
services for the utilities improvements design necessitated by
the Seminole County Public Works' Chapman Road widening
project, Inwood provided utility relocation engineering services
necessitated by the roadway and drainage improvements
project accomplished with a Joint Project Agreement between
Seminole County Environmental Services and Seminole
County Public Works, The project included utility relocation
g. Project Manager's education, experience, and any special consideration
Inwood has assembled a strong team that has a vast amount
of experience performing the requested engineering services
throughout the state. This varied experienced is detailed
throughout this SOQ. Regardless of the size and scope
of this project, our staff's attention to detail and a clear
understanding of the City's needs will ensure timely and cost -
effective results.
David Coleman, PE, Principal and co- founder of Inwood,
will serve as the Project Manager and key point of contact
for the City. Mr. Coleman's common sense approach and
his ability to communicate clearly have allowed him to
successfully coordinate many complex projects for more than
24 years. Mr. Coleman, Inwood's proposed Project Manager,
has managed nearly 50 miles of utility pipeline transmission
projects in his career. Education: B.S., Civil Engineering,
1990. Some of Mr. Coleman's specific experience for special
consideration follows:
UCF /Seminole County 20 -inch Force Main Design
(Seminole County Public Works) September 1999 -
September 2000 — Project Manager responsible for all
aspects of the project. The project included utility design
services and construction engineering and inspection (CEI)
services for a 4,680 LF of 20 -inch force main and 1,100 LF
of directional bore 20 feet below the Little Econlockhatchee
River using 20 -inch high density polyethylene pipe. This
project was completed on a fast track design basis.
Markham Woods Road Utilities - Phase I & Phase II
(Seminole County Environmental Services) February
2008 December 2008 — Project Manager responsible for
overall completion of the project. Utility design, permitting, and
construction services for the construction of over 37,300 feet
of 12 -inch potable water main, and 24 -inch reclaimed water
main on Markham Woods Road from Lake Mary Boulevard
to Markham Road and on Markham Road to Lake Markham
Road.
Montgomery/White Road RCW Interconnect (City
of Ocoee) January 2010 — March 2011— Utility Project
Manager responsible for utility design, estimates, permitting
and construction services. The Montgomery /White Road
RCW Interconnect project included the directional bore of
approximately 6,000 feet of 16 -inch and 2,100 feet of 4- to
12 -inch reclaimed water main.
West Town Parkway Utilities (City of Altamonte Springs)
December 2009 - January 2013 — Utility Project Manager
responsible for utility design, estimates, permitting, and
construction services. The project began at the intersection
of Laurel Street and West Town Parkway and extended
northeast to Orange Avenue, a distance of 0.340 miles, The
proposed roadway typical section was a two -lane divided
urban roadway with 12 -foot travel lanes, 4 -foot bike lanes, and
a raised 22 -foot grassed median. Sidewalks and landscaping
were provided on both sides of the roadway. Stormwater
runoff was collected in curb inlets and roadside swales and
piped to a dry retention pond. Utility improvements included
a new 12 -inch sanitary sewer system, 2,300 LF of 12 -inch
water main (515 LF installed by directional bore), and 2,300
LF of 20 -inch reclaimed water main (450 LF installed by
directional bore).
SR 64 Final Design — Lena Road to Lorraine Road,
Manatee County, Florida (FDOT District One) June 1999
— December 2010 — Utility Project Manager responsible
for utility design, estimates, permitting, and construction
services. The project was the final design and permitting
to widen 2.8 miles of SR 64 from a two -lane rural road to
a six -lane urban facility. Included in the design were bridge
culvert replacements, signalized intersections, retention
facilities, utility relocations, lighting and landscaping. The
project had 10 UAOs that existed along the alignment that
required relocation. Under a Joint Participation Agreement
(JPA), Inwood was also responsible for the utility design for
Manatee County's facilities located within the project. This
included the relocation of more than 15,000 LF of DIP water
main and more than 5,000 LF of 12 -inch PVC force main,
Services for Manatee County include utility design, cost
analysis, permitting, and construction services.
h. Key Project Members' education, experience and any special consideration
Alex Hull, PE, Principal -in- Change
Alex Hull, PE, Principal and co- founder of Inwood, will serve
as the Principal -in- Charge for this project. In his 40 years of
experience he has served as Principal -in- Charge and Project
Manager on numerous transportation and utility projects
throughout the state. Mr. Hull will be in direct communication
with the Project Manager to ensure that project schedules
are being met and resources are available. Education: M.S.,
Environmental Engineering, 1975; B.S., Engineering Science
and Mechanics, 1974.
Concise Relevant Experience.
Consumers /Lake Hayes Water Transmission Main —
(Seminole County Environmental Services) September
2000 - December 2000. Principal -in- Charge responsible for
plans production and staff allocation. Approximately 20,000
total of 24 -inch and 30 -inch pipe and connections to existing
water mains. The project also includes the acquisition of
easements from existing property owners.
CR 516 (Palm Bay Road) Design — Minton Road to Robert
J. Conlan Boulevard, Brevard County (FDOT District
Five) September 2007 — December 2011. QC Officer
responsible for shop drawing review. This project included final
engineering design and permitting to widen approximately
five miles of CR 516 from a four -lane suburban to a six -lane
divided urban arterial roadway. A bridge widening over 1 -95,
signalized intersections, retention facilities, utility relocations
and noise barrier walls were included services.
David Ledgerwood, PE, Deputy Project Manager/
Project Engineer
David Ledgerwood, PE, Project Engineer will serve as
Deputy Project Manager and the Project Engineer. He
will provide utility design, staff direction and subconsultant
communication for this project. Mr. Ledgerwood has
provided utility design and management services on project
utility systems throughout the state of Florida since 2004.
Education: B.S., Mechanical Engineering, 2003.
City of Winter Park Wastewater Reclamation (Winter Park,
Florida) March 2009 — November 2009. Principal -in- Charge
responsible for plans production and staff allocation. The
design of a 0.75 mgd wastewater treatment plant modification
and reclaimed water distribution system.
Co -Co Wu, PE, Quality Control
Co -Co Wu, PE, Chief Engineer, will provide QA/QC
services for this project. Since 1989, Mr. Wu has provided
engineering design services on a variety of projects. He
serves as Inwood's full -time QA /QC Manager on all design
projects focusing on standards compliance, constructability
and consistency. Education: M.S., Civil Engineering, 1988;
B.S., Civil Engineering, 1983.
Concise Relevant Experience:
West Town Parkway Extension (Cityof Altamonte Springs)
December 2009 - January 2013. QC Officer responsible for
quality control of construction plans, This project includes the
extension of West Town Parkway and utility design services.
The project begins at the intersection of Laurel Street and
West Town Parkway and extends northeast to Orange
Avenue, a distance of 0.340 miles. The proposed roadway
typical section will be a 2 -lane divided urban roadway with
12 -foot travel lanes, 4 -foot bike lanes, and a raised 22 -foot
grassed median. Sidewalks and landscaping will be provided
on both sides of the roadway. Stormwater runoff will be
collected in curb inlets and roadside swales and piped to
a dry retention pond. A new sanitary sewer and watermain
will also be designed to serve future demand along the new
alignment.
Concise Relevant Experience:
MontgomerylWhite Road RCW Interconnect (City of
Ocoee) January 2010 — March 2011. Project Engineer
responsible for utility design, estimates, permitting and
construction services. The Montgomery/White Road
RCW Interconnect project included the directional bore of
approximately 6,000 feet of 16 -inch and 2,100 feet of 4- to
12 -inch reclaimed water main.
West Town Parkway Utilities (City of Altamonte Springs)
December 2009 -January 2013. Project Engineer responsible
for utility design, estimates, permitting, and construction
services, The project began at the intersection of Laurel Street
and West Town Parkway and extended northeast to Orange
Avenue, a distance of 0.340 miles. The proposed roadway
typical section was a two -lane divided urban roadway with 12'
travel lanes, 4' bike lanes, and a raised 22' grassed median.
Sidewalks and landscaping were provided on both sides of
the roadway. Stormwater runoff was collected in curb inlets
and roadside swales and piped to a dry retention pond. A new
sanitary sewer and water main was also designed to serve
future demand along the new alignment. Utility improvements
included a new 12 -inch sanitary sewer system, 2,300 LF of
12 -inch water main (515 LF installed by directional bore), and
2,300 LF of 20 -inch reclaimed water main (450 LF installed
by directional bore).
SR 64 Final Design— Lena Road to Lorraine Road, Manatee
County, Manatee County (FDOT District One) June 1999
— December 2010. Engineering Intern responsible for utility
design, estimates, permitting, and utility coordination relating
to FDOT roadway improvement project. The project was the
final design and permitting to widen 2.8 miles of SR 64 from
a two -lane rural road to a six -lane urban facility. Included
with this roadway widening project was significant utility
relocations services including a 42 -inch water main. The
utility services involved the relocation of the County's water
and sewer facilities which consisted of over 5,000 feet of 42-
inch potable water main and more than 500 feet wastewater
force main ranging from 6 inches to 14 inches in diameter.
Rouse Road Utilities Design and Bidding (July 2002 —
July 2008). Engineering Intern responsible for utility design
specifications, estimates, and construction services. This
project was the utility design, permitting, and construction
services for the relocation of over 88,700 feet of potable water
main, gravity sewer, and wastewater force main. The project
required the relocation of two wastewater pump stations
and modifications to a third pump station in conjunction with
roadway widening and drainage improvements from Lake
Underhill Road to north of Corporate Boulevard.
Derek Dean, PE, Maintenance of Traffic
Derek Dean, PE, Associate Principal, will provide
Maintenance of Traffic evaluation and design services for
this project. He has served as Project Manager on roadway
and transportation projects throughout Florida since 1992. He
is Inwood's subject matter expert on Traffic Control Plans and
is certified by FDOT in Work Zone compliance. Education:
B.S., Civil Engineering, 1992.
Concise Relevant Experience:
SR 415 Final Design — Reed Ellis Road to Acorn Lake
Road, Volusia County (FDOT District Five) August 2005 —
August 2014. Project Engineer responsible for maintenance
of traffic and signing and pavement marking plans. This
project involved the reconstruction of a 5.3 -mile two -lane
undivided rural highway to a four -lane divided urban arterial
with a 22 -foot median. The project also included a four -foot
bike lane, a 12 -foot wide multi -use asphalt trail, and a 12 -foot
noise wall.
Palm Bay Road Design — Minton Road to Robert J.
Conlan Boulevard, Brevard County (FDOT District Five)
September 2007 — December 2011. Senior Engineer
responsible for traffic control plans, signal and signing
and pavement marking plans. This project included final
engineering design and permitting to widen approximately
five miles of CR 516 from a four -lane suburban to a six -lane
divided urban arterial roadway. A bridge widening over 1 -95,
signalized intersections, stormwater retention facilities, utility
relocations and noise barrier walls were included services.
Ashley Bixler, El, Engineering Support
Ashley Bixler, El, Engineering Support will provide utility
coordination, plans production, specifications preparation
and design support for the project. Education: B.S.,
Environmental Engineering, 2010.
Concise Relevant Experience:
Evergreen Park Drainage Improvements (Orange County
Public Works) March 2008 — October 2011. Engineering
Intern responsible for plans preparation. The project involved
the design and permitting of a swale with concrete overflow
weirs to provide better stormwater conveyance for the western
portions of the Evergreen Park Subdivision.
Wakulla Way Canal Restoration Alternatives Evaluation
(Orange County Public Works) April 2012 — April
2013. Engineering Intern responsible for report and
plans preparation. The project involves development and
comparison of alternatives to correct chronic erosion of the
canal banks near Wakulla Way.
Geoff VanBueren, PE, Project Engineer
Geoff VanBueren, PE, Project Engineer will provide railroad
permitting and coordination for this project. Mr. VanBueren
recently completed similar services on Inwood's SR 37 project
in Polk County. He was instrumental in permitting a 48 -inch
jack and bore crossing of the CSX railroad in Mulberry. His
recent experience is vital to the success of this project.
Education: B.S., Business Management, 2001; B.S., Civil
Engineering, 2007.
Concise Relevant Experience:
Design /Build SR 37 Bridge Replacement — Jack & Bore
Crossing CSX Railroad FDOT District One) August 2012 —
Ongoing. Engineering Intern /Project Engineer responsible for
railroad coordination and permitting The SR 37 Design Build
project required substantial coordination efforts with multiple
agencies to acquire the necessary permits (including CSX
Transportation, SWFWMD, ACOE, the City of Mulberry, and
FDEP). The coordination eff orts with CSX were necessary to
jack and bore 100 LF of 48 -inch steel casing pipe beneath the
railroad from SR 37. The permit was required to gain access
to the property and perform the necessary construction
operations. The permitting process took approximately nine
months to complete with multiple rounds of review and
correspondence. The permit was obtained on time and the
project began construction activities as scheduled.
Clarke Road Intersection Modifications (City of Ocoee)
January 2010 —April 2011. Engineering Intern responsible for
design modifications to accommodate additional intersection
improvements including coordination with municipal clients,
permitting agencies, private developers and utility companies
within a compressed schedule. This project included roadway
design, signalization plans, signing and pavement marking
plans as well as cost estimates and contract documents.
Laura Clark, AICP, Public Involvement
Laura Clark, AICP, Transportation Planner will provide
Public Involvement services for this project. Ms. Clark's key
areas of expertise include PD &E Studies, ETDM, sociocultural
effects evaluation, MPO Long Range Transportation Plan
(LRTP) Updates, development and comprehensive plan
review, Developments of Regional Impact, and public and
stakeholder involvement. Education: B.S., Community and
Regional Planning, 2003.
Concise Relevant Experience:
Work Program Public Hearing Support (FDOT District
Five) 2009 - 2011. Assistant Project Manager /Transportation
Planner for the District Five Work Program Public Hearings
Contract. Responsibilities include providing overall task
coordination including the development of videos and website
to inform the public of upcoming meetings and highlighted
projects.
Chapman Road Design — SR 426 to SR 434 — Phase 1
(Seminole County Public Works) August 2006 — September
2007. Transportation Planner responsible for coordination of
meeting logistics and public notification through newsletter
mail -outs and brochures. Project involved plans update and
production of construction plans for the reconstruction of
Chapman Road.
Jack Montanez, Design /CADD Technician
Jack Montanez, CADD Technician will provide design and
CADD support for this project. He has been providing CADD,
and other graphic services since 2007 for civil engineering
design projects for the FDOT and municipal government
clients throughout Florida. Education: CADD coursework.
i. Firm's project organization and coordination structure
Inwood's team structure and key personnel are illustrated in the following organizational chart. More information regarding our
project understanding, project approach, and management plan follow this page.
i i
Geoff VanBueren, PE Laura Clark, AICP
Railroad Coordination/ Public Involvement (9)
Permits (8)a
SUBCONSULTANTS
PERMITTING /BID- ABILITY AND GEOTECH SURVEY
CONSTRUCTABILITY REVIEWS GEC Southeastern Surveying & Mapping Corp.
Aclus Engineeing, LLC (MBE) Christopher Meyer, PE (22) James Petersen, PSM (35)
Daniel Magro, PE (13) Darryl] DeMarsh, GPRT (20)
SURVEY /SUE
Barnes, Ferland and Associates, Inc. (MBE)
William Miller, PLS (31)
Ron Smith
( # ) Years of Experience
j. Project Understanding
The Inwood team has thoroughly reviewed the City's RFQ
No. 1401, Engineering Services for Ocoee West Sanitary
Transmission Project and has an excellent understanding
of the scope of the project. The City is seeking a qualified
firm /team to provide engineering services for the construction
of approximately 21,400 feet of 12 -inch to 20 -inch diameter
transmission force main and a regional master lift station to
reroute half of the existing flows, relieve overloaded collection
systems along SR 50, and increase overall conveyance
capacities to the City's Wastewater Treatment Facilities
(WWTF). Since the design of the master lift station will be
performed by the City, coordination with the connection of the
transmission force main to the master lift station is required.
There are also several locations where existing or designed
systems will connect to the new transmission main. Along
with a thorough review of the RFQ, the Inwood team has
also walked the project corridor and reviewed the following
documents:
• Ocoee West Wastewater Utility Plan, August 2008 (REI)
• Western Force Main Route Evaluation — Revision #2,
June 3, 2011 (REI)
• Bluford Avenue Stormwater and Utility Improvements
Project, July 2013
• Florida Central Railroad (FCR) Facility Encroachment
Application Package /Requirements, April 1, 2009
Based on the information presented at the pre - proposal
meeting, the City has already secured a FCR railroad
crossing permit on the project, and the selected firm will
be responsible for the remaining crossings. Inwood is very
familiar with permitting through CSX and similar railroad
entities. We recently prepared and obtained a permit through
CSX for a 48 -inch steel casing to convey stormwater to a pond
on our SR 37 design /build project in Polk County, Florida. The
process included coordination with numerous local entities
and took nearly 5 months to obtain. We are also currently
preparing a CSX Facility Encroachment Permit for a new
pump station adjacent to the Sunrail Station in Lake Mary,
Florida; so we are very knowledgeable about the procedures,
regulations, and requirements of local railroad entities.
We have assembled our team to provide all of the required
services including survey, geotechnical investigation, utility
design, permitting, and bidding assistance. Since Inwood
has completed a number of utility projects with the City
under our Continuing Engineering Contract, we have a very
good understanding of the City's planning needs, design
standards and overall project management. From our past
project experience and research of this project, our team
has extensive knowledge to successfully complete the West
Sanitary Transmission Poject on schedule and under budget.
n
Our approach to the project will begin with meeting with
the City to discuss the project, determine specific areas of
concern, and understand all City expectations. Following
the Project Initiation Meeting with the City, the Inwood Team
will start collecting all available information including, but not
limited to, records, maps, aerials, reports, all easements,
right -of -way records, roadway plans, record drawings, soils
investigation reports, and all codes pertinent to execution
of the Project. As stated above, we have already begun
this process in preparation of this proposal. One of the first
things we did was to pull a utility design ticket for the corridor
through Sunshine 811 to identify the utility /agency owners
(UAO's) located on the project. Utility coordination is going
to be a very important aspect to the overall success of this
project. Both David Coleman and David Ledgerwood have
been performing utility coordination services on City, County,
and FDOT projects throughout the state for over 10 years.
In fact, David Ledgerwood is certified in utility coordination
through the Florida Utility Coordination Committee. Inwood
has also completed a number of City of Ocoee engineering
design projects in the area giving our team a very good
understanding of the utilities that will be encountered along
the corridor.
• Final Conceptual Downtown Ocoee Sewer Plan - Project Approach
Analytical Results, March 18, 2014 (REI) Preliminary Desig
Potential utility crossing location at FCR Railroad and
Bluford Avenue
From our Sunshine 811 design ticket, six UAO's were
identified along the transmission force main route. We began
contacting the UAO's to identify the facility types, material,
and location. Some of the facilities noted in our research are
the City's potable water main along Bluford Avenue, Duke
Energy's pole line throughout the project, and Lake Apopka
Natural Gas main located at Wurst Road. The City also
maintains an existing gravity sanitary sewer main along the
north side of Wurst Road and an above ground storage facility
along the south side of Wurst Road. Along with the existing
facilities, we are aware of future facilities including the City's
future downtown sewer plan. This plan was closely reviewed
and instrumental in determining the best preliminary location
for the transmission force main along Bluford Avenue. Our
evaluation of this area can be seen in Figure 1 of this
proposal.
Once the major utilities were identified on the project,
we prepared a set of aerial plans and performed a site
investigation. We collected information on available right -of-
way, traffic conditions, drainage structures, and noted any
potential issues with the installation of the new transmission
force main. One of the biggest concerns that we noted was
the limited right -of -way and higher traffic volumes located
around the downtown area. This area has several small
businesses, Ocoee Middle and Elementary Schools, and
serves as a southern route for traffic to access State Road
50. Our peak traffic times were approximately between 8:30
a.m. to 9:15 a.m, in the morning and 3:00 p.m. to 4:15 p.m.
in the afternoon. A detailed maintenance of traffic plan will
be required in the downtown area to minimize the impacts
to the local businesses and schools.
Once all our researched information was compiled, we
prepared a preliminary alignment that addressed the issues
we noted during our evaluation of the corridor. Based on our
evaluation of the corridor, horizontal directional drill is the
best way to construct this project.This methodof installation
is similar to the City's approach on our Montgomery /White
reclaimed water main project and offers the least disruptions
to the local residents, businesses, schools, and traffic. Our
proposed preliminary alignment accounts for daylighting,
bore pits, pipe lay -out, and for HDPE pipe assembly /welding
locations. An overview of our alignment can be seen in
Figures 1 and 2 of this proposal, Not included in the figures
is the directional drilling of 180 feet of 12 -inch force main
crossing State Road 50 to connect separate systems and
provide the City with alternative routing of existing flows.
Columbus St. to Franklin St.
Further north, our proposed alignment starts with a new 16-
inch force main connecting to the existing 12 -inch force main
located at Maguire Road and continues east along the south
side of Columbus Street, where it ties into a future 16 -inch
gate valve designed and constructed by others. There is
limited right -of -way and a large roadway cross drain located
along the south side of Columbus Street, but the side offers
space for HDPE pipe lay -out during the directional drill
process and, more importantly, will not impact operations to
the Ocoee Fire Station located on the corner of Columbus
Street and Bluford Avenue. The Bluford Avenue Stormwater
and Utility Improvements project continues from this point
and travels north along the east side of Bluford Avenue to
just past East Delaware Street, where it terminates with a
16 -inch gate valve. Our proposed alignment continues from
this point north along the east side of Bluford Avenue to
just past City Hall and then crosses over to the west side
of the road. The area in front of the schools provides longer
distances for HDPE pipe lay -out and avoids the residential
homes and limited right -of -way along the west side of Bluford
Avenue. Placement along the east side for this segment of
pipe also avoids the future construction of the downtown
sewer plan shown in Figure 1 of this proposal. Our proposed
alignment continues along the west side of Bluford Avenue to
Franklin Street, where it transitions from 16 -inch to 20 -inch in
diameter. This is also the point where a 12 -inch force main
tees off the transmission main and continues down the north
sides of Franklin Street and Lee Street and connects to the
City's existing 12 -inch force main located on Ocoee Apopka
Road, By staying on the north side of these two roads, we are
able to utilize open areas adjacent to the shopping plaza and
a large undeveloped parcel on Lee Street for HDPE pipe lay-
out and maintain access to residential homes. This segment
of 12 -inch force main will require the jack and bored 24 -inch
steel casing for the crossing of FCR's railroad.
Franklin St. to Master Pump Station
From Franklin Street, the 20 -inch force main continues north
along the west side of Bluford Avenue, crossing Silver Star
Road and up to the FCR railroad.
Cross drain on Columbus St. to be avoided
FCR Typical for pipelines crossing railroad
Though directional drilling with steel pipe is permitted under a
variance for FCR railroad crossings, we recommend the jack
and boring of a 34 -inch steel casing under the FCR railroad.
This will reduce time needed during the FCR permitting
process for the crossing and provide the City with access to
the main in the case of required maintenance. After crossing
the railroad, the force main continues along the north side
of Rewis Street and then heads north along the east side
of North Lakewood Avenue, where it connects to the new
Master Pump Station.
Master Pump Station to WWTP
The 20 -inch force main will exit the pump station and continue
north along the east side of North Lakewood Avenue to Wurst
Road. Due to areas of limited right -of -way, existing power
poles, and the city's existing gravity sanitary sewer system,
our preliminary alignment is proposed along the south side
of Wurst Road and on AD Mims Road. The south side of the
road also allows for continual access for the small businesses
and Springs Lake Elementary School located on the north
side of the road. There is also a third crossing of the FCR
railroad at the end of Wurst Road before turning onto AD
Mims Road.
The information provided in this approach is based on Inwood's
initial evaluation of the corridor. Once Inwood has received
the official notice to proceed, the information outlined here will
be reevaluated and further data collection and research will
be performed and compiled in a Preliminary Design Report
(PDR) for the City's review. The PDR will include conceptual
plans, pipeline layouts, permit requirements, preliminary
opinion of engineer's cost estimate, conclusions, and final
recommendations based on the findings. Inwood's Project
Manager, Project Engineer and other selected team members
will meet with the City to discuss the PDR and collect the
City's review comments. Following the meeting and collection
of review comments, Inwood will revise, finalize and provide
two (2) hard copies and one digital copy in PDF of the final
PDR.
Once all the City's comments regarding the PDR have been
reviewed and addressed, Inwood will commence with the
Final Design phase of the project.
Final Design
The initial stages of the project Final Design will start with the
survey collection. As a part of the Inwood Team, Southeastern
Survey and Mapping Company (SSMC) will perform the
survey of the right -of -way corridor, all existing utilities,
existing drainage, and topographical features. In addition,
Barnes Ferland and Associates (BFA) will provide soft dig
locate services to verify the depths of the major utilities and
project connection points identified in the PDR. Based on the
accepted preliminary alignment from the PDR, survey will
be performed on only the side of the road that the proposed
work is being constructed on. This will reduce time needed for
survey collection and also provide a cost savings to the City.
Geotechnical and Environmental Consultants (GEC) will
perform a geotechnical investigation to facilitate design of the
proposed force main. The geotechnical investigation report
will be provided and will include information related to soil
boring logs and classifications, existing groundwater levels
and estimated seasonal high levels, pipe trench preparation,
backfill and corrosion protection recommendation, dewatering
discharge recommendation and other concerns, The report will
also determine potential ground water contamination points
along the utility corridor route. If potential contamination points
are suspected, groundwater sampling will be performed and
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FCR Typical for pipelines crossing railroad
Though directional drilling with steel pipe is permitted under a
variance for FCR railroad crossings, we recommend the jack
and boring of a 34 -inch steel casing under the FCR railroad.
This will reduce time needed during the FCR permitting
process for the crossing and provide the City with access to
the main in the case of required maintenance. After crossing
the railroad, the force main continues along the north side
of Rewis Street and then heads north along the east side
of North Lakewood Avenue, where it connects to the new
Master Pump Station.
Master Pump Station to WWTP
The 20 -inch force main will exit the pump station and continue
north along the east side of North Lakewood Avenue to Wurst
Road. Due to areas of limited right -of -way, existing power
poles, and the city's existing gravity sanitary sewer system,
our preliminary alignment is proposed along the south side
of Wurst Road and on AD Mims Road. The south side of the
road also allows for continual access for the small businesses
and Springs Lake Elementary School located on the north
side of the road. There is also a third crossing of the FCR
railroad at the end of Wurst Road before turning onto AD
Mims Road.
The information provided in this approach is based on Inwood's
initial evaluation of the corridor. Once Inwood has received
the official notice to proceed, the information outlined here will
be reevaluated and further data collection and research will
be performed and compiled in a Preliminary Design Report
(PDR) for the City's review. The PDR will include conceptual
plans, pipeline layouts, permit requirements, preliminary
opinion of engineer's cost estimate, conclusions, and final
recommendations based on the findings. Inwood's Project
Manager, Project Engineer and other selected team members
will meet with the City to discuss the PDR and collect the
City's review comments. Following the meeting and collection
of review comments, Inwood will revise, finalize and provide
two (2) hard copies and one digital copy in PDF of the final
PDR.
Once all the City's comments regarding the PDR have been
reviewed and addressed, Inwood will commence with the
Final Design phase of the project.
Final Design
The initial stages of the project Final Design will start with the
survey collection. As a part of the Inwood Team, Southeastern
Survey and Mapping Company (SSMC) will perform the
survey of the right -of -way corridor, all existing utilities,
existing drainage, and topographical features. In addition,
Barnes Ferland and Associates (BFA) will provide soft dig
locate services to verify the depths of the major utilities and
project connection points identified in the PDR. Based on the
accepted preliminary alignment from the PDR, survey will
be performed on only the side of the road that the proposed
work is being constructed on. This will reduce time needed for
survey collection and also provide a cost savings to the City.
Geotechnical and Environmental Consultants (GEC) will
perform a geotechnical investigation to facilitate design of the
proposed force main. The geotechnical investigation report
will be provided and will include information related to soil
boring logs and classifications, existing groundwater levels
and estimated seasonal high levels, pipe trench preparation,
backfill and corrosion protection recommendation, dewatering
discharge recommendation and other concerns, The report will
also determine potential ground water contamination points
along the utility corridor route. If potential contamination points
are suspected, groundwater sampling will be performed and
tested in accordance with FDEP Rules Chapter 62 -621 and
an FDEP permit for the discharge of Produced Ground Water
from any Non - contaminated Site Activity will be procured. A
report will be provided and will include recommendations to
remedy the discharge of contamination when dewatering.
The report will be included in the specifications submitted for
bidding the project.
Following the survey collection and evaluation of all available
maps, records, as- builts, existing utilities, and geotechnical
information, the final design, plans preparation, and
calculations will commence. Final design services will include
preparation and submittal of the construction documents
at the 60 %, 90 %, and 100% level of completion following
Inwood's internal QA /QC and independent constructability
reviews. Since the City will be designing the master pump
station, Inwood will closely coordinate all connections of
the transmission force main to the new pump station. This
coordination will be similar to our Pioneer Key Phase I project
where Inwood designed the utilities infrastructure and the
City designed the subdivision pump station.
This project will be designed in accordance with the City's
current manual of standards and specifications, FDEP
requirements, FCR Railroad requirements, FDOT, and all
agencies having jurisdiction over the project. The project will
also be designed to serve the project needs related to flows
and pressures at the point of delivery. Maintenance of traffic will
be reviewed along with the preparation of traffic control plans,
including a major emphasis on maintaining pedestrian traffic,
to ensure that the proposed transmission force main can be
constructed in the areas of limited right -of -way. Our MOT plan
will also include details for maintaining all pedestrian access
to the schools and local businesses. All construction activities
will be proposed in a manner that maintain existing sidewalk
traffic or provide plans for temporary sidewalks /paths to allow
for local students and parents to walk to the schools.
A complete set of 60% construction documents will include
plan and profile sheets including survey, existing utilities,
new utilities, proposed connections to the existing utilities, all
applicable construction details, all sections of draft technical
specifications and an opinion of the probable construction
cost. Three (3) sets of the drawings and specifications and a
digital copy of a PDF file will be provided at the 60% stage.
Inwood will meet with the City to discuss and receive the 60%
review comments.
Upon the completion of the 60% review submittal, Inwood
will prepare the 90% design and will submit three (3) copies
of "bid- ready" construction drawings, specifications, list of all
the 60% review comments and Inwood actions, bid schedule,
an engineer's opinion of the probable construction cost,
geotechnical report, and one digital copy as a single PDF file
for the review by the City. The Inwood team will meet with
the City to discuss and receive review comments. BFA will
perform utility locates (soft -digs) for potential utility conflicts
identified in the 60% design. In addition, Inwood will prepare
the permit packages with FDOT, FCR and FDEP.
Our Team will incorporate all 90% review comments and will
prepare the 100% package. The 100% submittal will include
four (4) signed and sealed and two (2) unsigned hard copy sets
of construction drawings and technical specifications, a digital
copy of the drawings and specifications as a single PDF and
a copy of the drawings in AutoCAD Release 14 format to the
City. Specifications will be submitted in Microsoft Word format.
Quality Assurance /Quality Control
Inwood Consulting Engineers is fully committed to meeting
all of The City of Ocoee's needs and providing high -
quality utility design engineering services. Much of this
commitment is fulfilled by our staff's adherence to Inwood's
Quality Assurance /Quality Control (QA /QC) Plan, which
ensures compliance with the requirements and deliverables
identified within the project's scope of services. Throughout
the course of a project, QA /QC reviews will be conducted
at every submittal to the City in order to ensure the quality
of the documentation, methods, training, and maintain the
standards set by the Project Manager. Inwood requires all
sub - consultants to provide copies of their own QA /QC plan
for review or adopt Inwood's plan for use on any assigned
tasks. Because a successful QA /QC plan requires adequate
time commitment, all Inwood project schedules are developed
with hours specifically dedicated to QA /QC.
Over the course of time, we have learned that the QA /QC
process provides a secondary benefit to projects in the form
of increased project awareness for both field and office staff.
The added expertise provided by QA /QC staff paired with
"a fresh set of eyes" often results in an increased project
awareness of additional project issues or considerations.
Before any project deliverable is submitted to the City, that
deliverable is reviewed by an independent QA /QC reviewer.
The QA /QC reviewer is generally a senior level staff member
with relevant expertise in the project scope, but is not actively
involved in the preparation of the product being reviewed. This
process consists of the reviewer documenting their comments
and corrections followed by the preparer documenting their
concurrence or dispute of those comments and corrections.
The QA /QC review process generally includes a QA /QC
stamp, which accompanies every deliverable throughout
the QA/QC process. After the submittal has gone through
Inwood's internal QA /QC process, the documents will then be
reviewed for constructability by Daniel Magro, PE with Aclus
Engineering. Once all comments have been addressed, the
construction documents will be submitted to the City for review.
Public Involvement Assistance
Public involvement is a very important aspect of any project.
It allows a direct interaction between the people working on a
project and the people directly affected by it. Acceptance of a
proposed project by the public largely depends on the project
team's ability to clearly communicate ideas and concepts, as
well as actively listen to the concerns of the affected property
owners and address those concerns, where feasible. Inwood
has developed a reputation for providing excellent public
involvement services. Our staff has extensive experience
with the public and has provided some form of public
involvement on all types of projects. Inwood currently holds
the FDOT District Five Community Awareness Contract to
assist the Department with public involvement services for
many different types of projects throughout the district.
Some of the key stakeholders we have identified on this project
include: Ocoee Elementary school, Ocoee Middle School,
Spring Lake Elementary school, Ocoee Fire Department, 6
church locations, local residents, and numerous businesses.
Inwood has the knowledge and capabilities to assist the City in
notifying the local community of the project, project schedule,
and what to expect during construction. Some of the tools
we utilize to clearly convey ideas and concepts to the public
include high - resolution aerial imagery and 3 -D renderings;
audio - visual slide shows; automated presentations with voice
over's or project videos; live webcasts of public meetings/
hearings; meeting handouts; notification of stakeholders and
government officials through newsletters, e -mail and mail -
outs. Inwood welcomes the opportunity to assist the City with
public involvement activities associated with this project.
Permitting
Permitting will entail preparing, submitting all required permit
application packages, responding to RAI's, and providing
all necessary services to obtain the required permits for
the project. Permits may include, but are not limited to the
following:
• FDOT Right -of -way Utilization Permit
• FDEP Domestic Wastewater Permit
• FCR Facility Encroachment Permit
Our Project Manager, David Coleman will respond to all
requests for additional information to secure all permits.
Inwood will pay all fees to the regulatory agencies and will be
reimbursed by the City.
Bidding Assistance Services
After construction plans are finalized, Inwood will provide
assistance to the City for bidding the project for construction.
Inwood will provide sets of plans and specifications in the
format and number required by the City. Inwood will attend the
pre -bid conference, respond to written questions from bidders,
prepare addenda, clarify or expand bidding documents,
attend bid opening, prepare bid tabulation, evaluate three (3)
lowest bids, check references, provide recommendation and
attend required bid protest meetings. If required, Inwood will
provide required documents to re -bid the project.
Management Plan
Inwood has assembled a collection of talented individuals
and firms with extensive experience. The Inwood Team is
eager and well prepared to undertake the challenges of this
project. David Coleman, PE, will lead this project team and
will be involved in the day -to -day decision - making throughout
the duration of the project. He will serve as the City's primary
point of contact. Mr. Coleman's strong project management
skills will ensure that a quality product is produced, that the
work product is delivered on or ahead of schedule, and that
the lines of communication are always open. Mr. Coleman
is a Principal of Inwood, and the City can rely on him for the
duration of the contract. To ensure timely completion of work
products, Mr. Coleman will fully utilize the resources of his
staff. David Ledgerwood, PE, will be the Project Engineer and
will work directly with Mr. Coleman on a day -to -day basis. Mr.
Coleman and Mr. Ledgerwood have been performing in this
capacity on past and current projects for the past 10 years.
Their interaction and communication enable all projects
to continue seamlessly if one person is out of the office.
Mr. Coleman coordinates with subconsultants and often
delegates in -house staff assignments to Mr. Ledgerwood.
Mr. Ledgerwood is an excellent communicator and constantly
keeps project issues at the forefront of key individuals'
attention via email and phone calls.
Scheduling and Monitoring Plan. At the beginning of this
project, the scope of work will be divided into smaller work
assignments with responsible individuals assigned to each
task with intermediate and final completion dates assigned
to each task. Project schedules will be developed using
Microsoft Project. The schedules will be set to allow sufficient
independent QA /QC and constructability review time prior
to submitting work products to the City. Schedules will also
be established with sufficient float time, while maintaining
the required completion date so unexpected delays in the
critical path items will not cause a schedule overrun —we
will start as soon as we are given notice -to- proceed and will
work diligently on the project deliverables to achieve early
submittal dates, Communication will be maintained with the
City and with subconsultants through weekly telephone calls,
emails, and monthly progress reports. Progress meetings
will be planned on the City's schedule, We have developed
an overall schedule for this project, which can be seen on
the following page of this proposal. Also included in this
schedule are Inwood's internal QA /QC review, independent
constructability review, and two -week City review periods for
each submittal phase.
Preliminary Design Layout
Survey and Data Collection
Final Design & Reviews
mom
Railroad Coord. /Permitting
G
Permitting
—
Bidding and Award
Construction
to be
8 Month Design,
Permittingand Bidding
2014 2015 2016
Oct -Dec Jan -Mar Apr -Jun July -Sep Oct -Dec Jan -Mar
RFQ #1401 - City of Ocoee Engineering Services Ocoee West Sanitary Transmission Project I Page 1 -30
RFQ #1401 - City of Ocoee Engineering Services Ocoee West Sanitary Transmission Project I Page 1 -31
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II. Firm's Office Location
& Other Forms
II. Firm's Office Location and Other Forms
a. List the location of all offices involved with this project and approximate distance (in miles) and time
(in hours) to City Hall.
EMIN 0 LE
Inwood
Consulting
SSMC* &. Engineers*
�* 29.1 miles
10.8 miles ; Ket
(30 min.)
Ocoee
City Hall
Aclus*
15 miles
(20 min.)
GEC*
19.3 miles
(25 min.)
BFA*
14.8 miles
(20 min.)
O RANGE
*All of our team offices are within 30 miles of the City of Ocoee's City Hall.
b. Company Information /Signature Sheet
COMPANY INFORMATION /SIGNATURE SHEET RFQ #1401
FAILURE TO COMPLY WITH THESE RFQ INSTRUCTIONS WILL RESULT IN DISQUALIFICATION OF
YOUR QUALIFICATION PACKAGE. PLEASE SIGN BELOW ATTESTING THAT YOU HAVE READ AND
UNDERSTAND ALL. RFQ INSTRUCTIONS AND THAT YOU UNDERSTAND THAT THE SUCCESSFUL
RESPONDENT WILL BE REQUIRED TO LINTER INTO A LEGALLY BINDING CONTRACT WITH THE
CITY OF OCOEE.
Inwood C onsulting Engineers, Inc.
COMPANY NAME
C
AUTHORIZED SIGNATURE (manual)
407- 971 -8850
TELEPHONE (INCLUDE AREA CODE)
407 - 971 -8955
FAX (INCLUDE AREA CODE)
d cole man inwo odin c .com
E -MAIL ADDRESS
IF REMITTANCE ADDRESS IS DIFFERENT
FROM PURCHASB ORDER ADDRESS,
PLEASE INDICATE BELOW:
David G. Colem P /Princi al
NAME /TITLE (PLEASE PRINT)
3000 Dovera Drive
STREET ADDRESS
Oviedo, FL 32765
CITY STATE ZIP
FEDERAL ID # 59- 321
Individual Corporation Partnership Other (Specify)
Sworn to and subscribed before me this 9th
day of Septem 2014
Personally Known__ X , or
Produced Identification
(Type of Identification)
Notary Public - State of Florida
County of Seminole
aSQ S i Y A CS r ._
Signature of Notary Public
Tasha L. McGraw
Printed, typed or stamped
Commissioned name of Notary Public
TASHA L MCGRAW
MY COMMISSION 0 EE879379
' EXPIRES February 28. 2017
407 3960163
RFQ #1401 — ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT 14
c. Receipt of addenda
Ms s'oI,
S. Scott Varulergrift.
City \/ I mnavetl
Roheit frank
September 3, 2014
't r-er
orida
Com missioners
John Grog all, District I
Rosemwy \-Nilsen District 2
Rusty Johnson District 3
Joel F. Keller, District 4
ADDENDUM NO: ONE (1)
CITY OF OCOEE RFQ #1401
ENGINEERING SERVICES FOR OCOEE WEST SANITARY TRANSMISSION PROJECT
This addendum consists of two (2) pages, and shall modify and become a part of the original RFQ documents for Engineering
Services for Ocoee West Sanitary 'Transmission Project. Respondents shall acknowledge receipt of this Addenda n in the space
provided on this Addendum, Failure to do so may subject the Respondent to disqualification. The RFQ due date remains the same.
The following Documents have been posted to Demandstar:
1. Pre - Submittal Conference Sign -in Sheet 8/19/14
2. Presentation at Pre-Submittal Conference 8/19/14
3. Bluford Avenue Stormwater and Utility Improvements Project Drawings
Amendments and /or Clarifications to the RFQ documents are as follows:
Clarification #1
Firm shall be considered "FIRM /TEAM" when referenced within Request for Qualifications (RFQ) 41401. "FIRM /TEAM"
shall include all sub - consultants to support prime Consultants work.
Clarification #2
Incidental to and in support with, the City has cause two portions of the project (pre - staged work) to be design and permit
and shall, if in the best interest of the City and other mutual parties, cause the construction of those portion of the project
before /or during the Consultant design efforts. Consultant shall be required to coordinate with City and others all pre - staged
work.
Clarification 43
As indicated in Table "Evaluation Criterion" Page 12 responders to the RFQ should include a "Project Approach ". Failure to
provide a project approach will result in no points awarded for that category.
Amend #1: "C. Scope of Services"
Original:
The selected Consultant will assist the Cih' by supplying sanitary sewer transmission design, coordination, permitting, and
bidding services needed to support the PROJECT. It is anticipated that both geotechnieal and professional land survey
services will be needed in support of the design of the PROJECT. Consultant will be tasked with preparing a detailed scope
and necessary support services, where the City will procare those services utilizing ongoing professional contracts.
Shall be replaced with:
The selected Consultant will assist the City by supplying sanitary sewer transmission design, coordination, permitting, and
bidding services needed to support the PROJECT w hich shall incl ude all need sub-co service to sup tine effom
of the Consultant.
City of Ocoee • 150 N Lakeshore Drive - Ocoee, Florida 34761
phone: (407) 905-3 100 - fax: (407) 905 -3194 • www.ococc.org
Amend 42: "1. Firm's Qualifications"
Original:
• List of all firm's employees, their qualifications, and their role ui providing the desired City services,
• Firms and employee's certifications and registration with regulatory agencies, professional organizations, etc,
• List firm's sub - consultants, their qualifications, and their role in this project.
• List of firm's other current or recently completed similar services within the past two 2 years with other public or private
agencies.
• List and quantity of firm's (and firm's sub - consultants' if applicable) equipment including survey instruments, computers,
plotters, vehicles, etc.
• List of at least three. (3) client references to include organization name, contact person, telephone number (s), and e -mail address.
• Project Manager education, experience and any special consideration
• Key Project Members education, experience and any special consideration
• Firm's Project organization and coordination structure
Shall be replaced with:
• List of all firm's employees, then qualifications, and their role in providing the desired City services.
• Firm's and employee's certifications and registration with regulatory agencies, professional organizations, etc.
• List firm's sub - consultants, their qualifications, and their role in this project.
• List of firm's other current or recently completed similar services within the past five 5 ears with other public or private
agencies.
• List and quantity of firm's (and firm's sub- consultants' if applicable) equipment including survey instruments, computers,
plotters, vehicles, etc.
• List of at least three (3) client references to include organization name, contact person, telephone number (s), and e -mail address.
• Project Manager education, experience and any special consideration
• Key Project Members education, experience and any special consideration
• Firm's Project organization and coordination structure
i e
R ce" Tolbert, CPPB
Purchasing Agent
cc: Evaluation Committee
All respondents shall acknowledge this addendum in your qualification package by completing the section below and including
in Section II- Firm's Office Location & Other Forms,
Respondent. In wood Consulting E ngineers . c. __
Name: David G. Coleman, PE
Title: Prind I Proje� ana er__
RTQ 1401 — Addendum 0 2
d. MBE Certification
Aclus Engineering, LLC
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MINORI I Y BUSINESS FN I ERPRISE
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Barnes, Ferland and Associates, Inc.
Minority, Women & Florida Veteran
Business Certification
Barnes, Ferland and Associates, Inc.
e. Summary of litigation
Inwood Consulting Engineers, Inc. is not and has never been involved in any litigation.
is c, -Ider the provietons of
257 and 2GL Florica Statutes fcr a period f-In,
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0611T2013 06/17/2015
SERVICES
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e. Summary of litigation
Inwood Consulting Engineers, Inc. is not and has never been involved in any litigation.
Inwood ►
consulting engineers
3000 Dovera Drive, Suite 200
Oviedo, FL 32765
407 - 971 -8850
www.inwoodinc.com
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