Agenda 09/24/2019 Item #16C 6 (Award Contract #19-7540 for the Design Build I-75 & 951 Utility Relocation Project)09/24/2019
EXECUTIVE SUMMARY
Recommendation to approve the selection committee’s ranking of Request for Professional Services
(“RPS”) No. 19-7540, “Design Build Collier County I-75 and 951 Utility Relocation Project,” and
authorize staff to begin contract negotiations with the top-ranked firm of Quality Enterprises USA,
Inc., so that staff can bring a contract back to the Board at a later meeting.
OBJECTIVE: To approve the selection committee’s rankings and authorize staff to begin contract
negotiations with the top-ranked firm to secure a design-build team to provide design and construction
services for the I-75 and 951 Utility Relocation Project.
CONSIDERATIONS: The Florida Department of Transportation (“FDOT”) informed the Collier
County Water-Sewer District (“CCWSD”) of its I-75 & 951 Interchange Improvements project that will
be commencing as early as October 2020. The FDOT project will be a design-build project that includes
constructing additional ramps at the I-75/951 interchange to allow traffic departing Interstate 75 (“I-75”)
to proceed directly south on 951 or traffic traveling north on 951 to I-75 to bypass the Davis
Boulevard/951 intersection. The FDOT project limits, shown in “I-75 & Collier Blvd Interchange
Improvements” (attached), start slightly north of the northerly I-75 ramps and end at Business Circle
South.
Within the FDOT project limits, the CCWSD has extensive existing water and wastewater utility lines.
The existing water mains include a 48-inch pipe, a 36-inch pipe and two 20-inch pipes. The existing
wastewater force main is a 12-inch pipe. These large pipes underneath a major FDOT interchange
represent a significant risk to both sets of assets. A worst-case scenario would be a 48-inch water main
break causing a long-term shut down of I-75 and 951.
In November 2017, two repairs were completed on the 48-inch Prestressed Concrete Cylinder Pipe
(“PCCP”) water main: one at the 951/City Gate Drive intersection, and the other on the 951 median
(south of the Interstate 75 overpass). PCCP pipe is a proprietary material that can only be installed and
repaired by Thompson Pipe Group. Repairs are costly ($418,336 for the two repairs mentioned above)
and subject to the availability of Thompson Pipe Group personnel and materials. The existing 48-inch
PCCP pipe is: (1) located in a high-risk area, (2) prone to failure, (3) expensive to repair, and is (4) 31
years old. For these reasons, this water main is being abandoned and relocated outside of the FDOT
project area proactively, before the start of the FDOT Interchange Improvement project. For similar
reasons, the other three water mains are also being abandoned and relocated outside of the FDOT project
area, I-75 & Collier Blvd - Project Map (attached). The wastewater force main will be replaced by a new
force main under a separate project; however, it will remain in place, inactive, for emergency uses only.
The condition of these assets is identified as “Red: Level 3 - Risked Compliance,” as reported to the
Board at the October 1, 2013, Asset Assessment and Management Workshop.
The proposed scope of work for Project 70229, “I-75 / 951 Utility Relocation Project” includes
constructing a large transmission water main in the existing Florida Power and Light (“FPL”) easement
from the South County Regional Water Treatment Plant (“SCRWTP”) to the south end of the Forest Glen
Golf and Country Club. The FPL easement is located east of 951. The new transmission water main will
need to be installed and placed into service prior to the start of the FDOT Interchange Improvement
project.
The project also includes the installation of a new water main on White Lake Boulevard that will connect
to the large transmission water main in the FPL easement, the replacement of the SCRWTP reverse
osmosis raw water line located within the FPL easement and within the Forest Glen Golf and Country
Club, and a new 20-inch water main from Davis Boulevard to Business Circle South. After the
completion of this project, a new 20-inch water main traveling south down 951 from Davis Boulevard
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09/24/2019
will remain in the 951 right-of-way to provide potable water to the existing developments along 951. The
preliminary estimate to complete the utility relocation improvements indicates a cost between fifteen and
seventeen million dollars. By comparison, the total Capital Improvement Program budget adopted for
Water User Fee Fund (412) in Fiscal Year 2019 was $16,940,400.
After the completion of this new transmission water main, the existing 48 -inch PCCP water main,
existing 36-inch water main (Davis Boulevard to south side of Forest Glen subdivision), existing 20-inch
water main (north of I-75 to Davis Boulevard) and the existing 20-inch water main (Davis Boulevard to
Business Circle South) will be abandoned. The abandonment/removal of the existing water main will be
completed as part of the FDOT Interchange Improvement Design-Build project. The CCWSD will enter
into a Utility Work by Highway Contractor Agreement and Memorandum of Understanding with FDOT
to have its design-build contractor complete the water main abandonment/removal.
On December 18, 2018, the Procurement Services Division released notices for RPS No. 19-7540, Step 1,
Design-Build of I-75 and 951 Utility Relocation Project, sending out 26,786 notifications resulting in
interested firms downloading 174 solicitation packages. Seven firms submitted proposals by the February
5, 2019 due date, all of which were deemed responsive and responsible.
On March 5, 2019, the Selection Committee met to review, score and short list the top four proposals
based on qualifications as described in Step 1 of the solicitation documents. Garney Companies, Inc.,
Douglas N. Higgins, Inc., Wright Construction Group, Inc. and Quality Enterprises USA, Inc. were
shortlisted to move on to Step 2. On May 8, 2019, the Procurement Services Division released Step 2 of
RPS No. 19-7540 (Technical Proposals/Presentations/GMP) to the four shortlisted firms. Two of the four
firms submitted proposals by the July 25, 2019 due date - Douglas N. Higgins, Inc. and Wright
Construction Group, Inc. did not submit during Step 2 of the RPS process. On August 22, 2019, the
selection committee met to review and score the technical proposals, observe presentations, and open the
firms’ Guarantee Maximum Price. At the end of this meeting the selection committee ranked the firms as
follows:
Firm Rank
Quality Enterprises USA, Inc./Q. Grady Minor and Associates 1
Garney Companies, Inc./Tetra Tech, Inc 2
FISCAL IMPACT: There is no fiscal impact associated with this action; however, the submitted
guaranteed maximum price of the number one team is $14,962,500. After negotiation, the funding is
available in the Fiscal 2020 capital budget approved by the Board on September 19, 2019. The source of
funding is the Water User Fee Capital Fund (412).
LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority
vote for Board approval.-SRT
GROWTH MANAGEMENT IMPACT: This project meets current Growth Management Plan
standards to ensure the adequacy and availability of viable public facilities.
RECOMMENDATION: To approve the selection committee’s rankings for RPS Number 19-7540,
“Design Build I-75 and 951 Utility Relocation Project,” and to authorize staff to begin contract
negotiations with the number one ranked team, Quality Enterprises, Inc./Q. Grady Minor and Associates
(and, if an agreement cannot be reached, begin contract negotiations with the remaining ranked firm), so
that a negotiated contract can be brought to the Board for approval at a future meeting.
Prepared By: Shon D. Fandrich, P.E., PMP, Senior Project Manager, Engineering and Project
Management Division
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ATTACHMENT(S)
1. I-75 & Collier Blvd Interchange Improvements (PDF)
2. I-75 & Collier Blvd - Project Map (PDF)
3. 19-7540 Final Ranking Step 2 Signed (PDF)
4. 19-7540 NORA (PDF)
5. [Linked] 19-7540 QE_GradyMinor_Proposal_Final (PDF)
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09/24/2019
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.C.6
Doc ID: 9944
Item Summary: Recommendation to approve the selection committee’s ranking of Request for
Professional Services (“RPS”) No. 19-7540, “Design Build Collier County I-75 and 951 Utility
Relocation Project,” and authorize staff to begin contract negotiations with the top-ranked firm of Quality
Enterprises USA, Inc., so that staff can bring a contract back to the Board at a later meeting.
Meeting Date: 09/24/2019
Prepared by:
Title: – Public Utilities Planning and Project Management
Name: Shon Fandrich
09/04/2019 9:10 AM
Submitted by:
Title: Division Director - Public Utilities Eng – Public Utilities Planning and Project Management
Name: Tom Chmelik
09/04/2019 9:10 AM
Approved By:
Review:
Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Completed 09/04/2019 9:30 AM
Procurement Services Geoff Thomas Additional Reviewer Completed 09/04/2019 10:27 AM
Public Utilities Planning and Project Management Benjamin Bullert Additional Reviewer Completed 09/04/2019 11:48 AM
Public Utilities Planning and Project Management Tom Chmelik Additional Reviewer Completed 09/04/2019 11:51 AM
Wastewater Beth Johnssen Additional Reviewer Completed 09/04/2019 12:13 PM
Public Utilities Operations Support Joseph Bellone Additional Reviewer Completed 09/04/2019 12:34 PM
Water Steve Messner Additional Reviewer Completed 09/04/2019 2:42 PM
Water Pamela Libby Additional Reviewer Completed 09/05/2019 7:48 AM
Procurement Services Evelyn Colon Additional Reviewer Completed 09/05/2019 12:13 PM
Procurement Services Ted Coyman Additional Reviewer Completed 09/05/2019 2:38 PM
Public Utilities Department Drew Cody Level 1 Division Reviewer Completed 09/05/2019 5:56 PM
Public Utilities Department George Yilmaz Level 2 Division Administrator Review Completed 09/09/2019 5:48 PM
County Attorney's Office Scott Teach Level 2 Attorney Review Completed 09/10/2019 11:33 AM
Office of Management and Budget Laura Wells Level 3 OMB Gatekeeper Review Completed 09/10/2019 1:58 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 09/12/2019 10:28 AM
Office of Management and Budget Susan Usher Additional Reviewer Completed 09/12/2019 5:11 PM
16.C.6
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09/24/2019
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 09/14/2019 12:52 PM
Board of County Commissioners MaryJo Brock Meeting Pending 09/24/2019 9:00 AM
16.C.6
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16.C.6.a
Packet Pg. 1378 Attachment: I-75 & Collier Blvd Interchange Improvements (9944 : Design Build Collier County I-75 and 951 Utility Relocation Project)
16.C.6.bPacket Pg. 1379Attachment: I-75 & Collier Blvd - Project Map (9944 : Design Build Collier County I-75 and 951 Utility
16.C.6.cPacket Pg. 1380Attachment: 19-7540 Final Ranking Step 2 Signed (9944 : Design Build Collier County I-75 and 951 Utility
16.C.6.d
Packet Pg. 1381 Attachment: 19-7540 NORA (9944 : Design Build Collier County I-75 and 951 Utility Relocation Project)
16.C.6.d
Packet Pg. 1382 Attachment: 19-7540 NORA (9944 : Design Build Collier County I-75 and 951 Utility Relocation Project)
CONTACT
Phone 239.435.7200
Fax 239.435.7202
contact@qeusa.com
ADDRESS
QUALITY ENTERPRISES USA, INC.
3494 Shearwater St.
Naples, FL 34117
RPS Number 19-7540 | Step 2
Statement of Qualification
Design Build
I-75 and Collier Blvd
Utility Relocation
Project
JULY 25, 2019
Collier County, FL
Transmittal Letter & Executive Summary
Project Team Approach
Technical Information
01
02
03
table of
contents
01 Transmittal Letter & Executive Summary
Dear Mr. Thomas
AND COMMITTEE MEMBERS,
Enclosed please find our Step 2 response to RPS No: 19-7540 for the Design-Build of I-75 and Collier
Boulevard Utility Relocation Project. This response is submitted on behalf of the Quality Enterprises
USA, Inc. and Q. Grady Minor & Associates, P.A. design-build team. We have received, reviewed,
and understand the requirements of RPS No: 19-7540 and agree to be bound by those requirements,
including all addenda. Legal evidence of the authority to execute and sign this proposal is included
at the end of Section 3: Technical Information. Our Guaranteed Maximum Price has been delivered to
you under separate cover.
We acknowledge receipt of Addendum 1, Addendum 2, Addendum 3, Addendum 4, Addendum 5,
Addendum 6, Addendum 7, and Addendum 8. The signed addendums are included at the end of
Section 3: Technical Information, as well.
The principal contact for our team will be myself, Louis J. Gaudio, and my contact information is listed
below. On behalf of the Quality Enterprises USA, Inc. and Q. Grady Minor & Associates, P.A. team, I
thank you for the opportunity to propose on this project.
Sincerely,
LOUIS J. GAUDIO
Vice President
Quality Enterprises USA, Inc.
3494 Shearwater St.
Naples, FL 34117
239-435-7200
lgaudio@qeusa.com
RE: RPS NO: 19-7540, DESIGN-BUILD OF I-75 AND COLLIER BOULEVARD UTILITY RELOCATION PROJECT
Procurement Services Division
Attn: Geoff Thomas, Procurement Strategist
3295 Tamiami Trail East, BLDG C-2, Naples, FL 34112
JULY 25, 2019
01
QE + GRADY MINOR | A PROVEN & ESTABLISHED PARTNERSHIP
The Quality Enterprises USA, Inc. + Q. Grady Minor & Associates, P.A. design-build team is highly qualified
for the I-75 and Collier Boulevard Utility Relocation Project. Having collaborated on over 36 projects, the QE+
Grady Minor team is well established in Collier County and has more than 20 years of experience in the local
area. Combined, QE +Grady Minor has successfully completed hundreds of projects with similar components,
maintains an outstanding working relationship with each other and with Collier County, and has a vested interest
in the success of this project.
QE + Grady Minor will work collaboratively to provide the County with the most cost effective and successful
design. Together, QE+ Grady Minor will:
• Work closely with County staff to identify and meet all goals
• Provide industry-proven, technical, construction, and management expertise
• Use local resources to meet the County’s desired schedule
• Identify and mitigate risks to avoid delays and provide the most cost-effective solutions
• Comply with all design package criteria and county standards for utilities, roadway, and ROW
• Prioritize public concerns to avoid impacts on surrounding residents, areas, and the environment
• Be available to the County at all times
QE is a versatile general contractor and will self-perform over 90% of the project. This cost saving practice will
allow for flexibility in scheduling, adaptability to rapid project changes, and guarantees that a skilled and dynamic
workforce will be available throughout the project. The team has also assembled a group of highly reputable, local
companies with proven success to participate in this design-build project: Earth View, LLC, QE’s in-house Trenchless
Technology sister company, for Horizontal Directional Drilling (HDD), Fusing, and Utility Location Services, Brierley
Associates for Trenchless Design, Forge Engineering Inc. for Geotechnical Engineering, Passarella Associates,
Inc. for Environmental Consulting and Cella Molnar & Associates, Inc. for Public Information. **Cella Molnar is a
change to QE+ Grady Minor’s key team members from RPS NO: 19-7540, Step 1.
PROJECT GOALS AND OBJECTIVES
The QE+ Grady Minor team understands the County’s goals to: “Design, construct and place into operation the
proposed water mains to allow the existing water mains on Collier Boulevard to be abandoned by the start of
the FDOT’s Interstate 75 Interchange Improvements project” and to “Ensure the high service pumps are still
running at maximum efficiency after connecting to the proposed transmission water mains” as stated in RPS
NO: 19-7540, Step 1. QE+ Grady Minor’s projected workload aligns with the design-build schedule and the team
commits to providing the required services, mobilizing resources in response to the established timeline, and
to being readily available and accessible during all phases of the project.
PROJECT DELIVERY
QE has successfully completed hundreds of projects for Collier County. With key players from QE and Collier
County involved on many of the same projects, a strong relationship has been formed and the QE + Grady
Minor team is aware of the County’s high standards and expectations for local projects. The QE + Grady Minor
team has put a significant amount of planning into this project and the team’s understanding of local conditions
will expedite movement through all phases.
QE’s role as overall project manager includes: overseeing pipe installations, all testing, tie-ins, and restoration
work. Grady Minor will be instrumental in the project design and will provide survey, permitting, construction
administration, and construction engineering inspection (CEI).
TRANSMITTAL LETTER & EXECUTIVE SUMMARY
QEAT AGLANCE
First job with
Collier County
2002
First project in Florida
1997
Total Revenue in 2018
$60M
Revenue from
Collier County in 2018
$6M
Collier County Utility
Emergency Contract
started in
and held every year since
2008
Collier County School
Board contract started in
2007
02
and held every year since
PROJECT MANAGEMENT
The I-75 and Collier Boulevard Utility Relocation Design Build Project will require significant coordination
between QE+ Grady Minor and Collier County. In response, the QE+ Grady Minor management team is efficiently
structured and is focused on strong communication, coordination, and decision making. Combined, QE+
Grady Minor has over 300 employees living and working in the local area and QE’s corporate office and
equipment yard are less than ½ mile from the project site. This will strengthen project management, as key
personnel can perform daily job site visits, and will result in the prompt mobilization of equipment.
QE will self-perform 90% of this design build project, including utility construction by QE’s ten experienced
pipe installation crews. Earth View LLC, QE’s in-house trenchless technology sister company, will provide HDD
with its multiple drilling crews and Grady Minor will oversee all design, permitting, and engineering efforts.
A step ahead, QE will use the industry leading construction ERP solution, Vista by Viewpoint, to help manage this
design-build project. A multi-faceted cloud-based construction suite, this state-of-the-art technology program
provides a direct line of communication between the office and field, reducing the need for Superintendents
and crews to leave the job site and visit the office.
CONSTRUCTION RESOURCES
QE is prepared for the I-75 and Collier Boulevard Utility Relocation Project. The company has experienced
significant growth over the past few years, increasing in total number of pieces of equipment owned, personnel
employed, and number of jobs successfully completed.
With over 300 local employees and 250+ pieces of modern heavy construction equipment, The QE + Grady
Minor team has the resources of large competitors but an attentive and responsive management structure
characteristic of a small firm.
Technology plays an integral role in QE’s operations, as many machines are equipped with GPS, site positioning
systems for machine grading, and 3D technology. The company has also invested in Trimble Sitework Technology
which allows millimeter accuracy with fewer passes and no manual staking. All mid to large excavators are
equipped with CAT Pin Grabber Coupler System which increases machine performance, versatility, and jobsite
safety. Collectively, these resources reduce project risk from the County’s perspective.
03
TRANSMITTAL LETTER & EXECUTIVE SUMMARY
QE + Grady Minor is the trusted choice and will not disappoint.
The following graphs demonstrate QE’s growth from 2016 – Present:
Number of Employees
190
209
240
New Equipment + Vehicles Purchased
$2,579,732
$3,156,383
$15,327,185
Number of Jobs
85
167
194
2016
2017
2018
-Present
DESIGN AND CONSTRUCTION PLANS OVERVIEW
SEGMENT 1 – South County Regional Water Treatment Plant (SCRWTP) to City Gate Boulevard South
Segment No. 1 consists of a proposed 30-inch PVC water main to be installed via open cut installation from the
SCRWTP to City Gate Boulevard South. Beginning on the northwest side of the SCRWTP potable water ground
storage tanks, the proposed 30-inch water main will connect to the existing 36-inch water main with a new, cut-in
36x30” ductile iron tee, a 36-inch gate valve (GV) and a 30-inch GV. The new 30-inch water main will extend east
through the SCRWTP site, crossing existing 8 and 30-inch raw water mains, and ultimately to a 15-foot wide Collier
County Utility Easement (CUE) within Lot 11 of City Gate Commerce Park Phase 3. The 30-inch water main will be
designed and constructed within the 15-foot CUEs through Lots 11-16 and will favor the east side of the CUE. Near
the Lot 16/17 line, an existing 30-inch raw water main leaves the SCRWTP property and enters an existing 15-foot
wide CUE. The existing 30-inch raw water main will require that the proposed 30-inch water main be shifted to
the east. The proposed 30-inch water main will be installed east of the existing 30-inch raw water main, with a
minimum separation of 5-feet (wall-to-wall), and 2-feet minimum (wall-to-wall) setback between the eastern edge
of the County’s 5-foot CUE and the proposed water main. The installation of the proposed water main within Lots
11-17 will utilize the County’s 20-foot Temporary Construction Easements (TCE) through these lots. At City Gate
Boulevard South, the proposed 30-inch water main will be deflected to avoid an existing 4-inch force main and
an existing 60-inch stormwater RCP, which are approximately 15-feet apart at the location where the water main
will cross each of these existing utilities. The existing 4-inch force main could be deflected to avoid deflecting the
proposed 30-inch water main. However, it appears that the existing 60-inch Reinforced Concrete Pipe (RCP) has
approximately 1-2 feet of cover over the RCP and thus the proposed 30-inch water main will need to be deflected
under the RCP.
15-feet apart at the location where the water main will cross each of these existing utilities. The existing 4-inch
force main could be deflected to avoid deflecting the proposed 30-inch water main. However, it appears that the
existing 60-inch Reinforced Concrete Pipe (RCP) has approximately 1-2 feet of cover over the RCP and thus the
proposed 30-inch water main will need to be deflected under the RCP.
PROJECT MEETINGS
QE’s corporate office and equipment yard are less than ½
mile from the project site; therefore, all meetings between QE+
Grady Minor and Collier County can be held at QE’s office and
followed by project site visits if desired. This is a great benefit
for Collier County.
QE +Grady Minor proposes the following meeting approach for
this project:
• Kickoff meeting prior to project start to review project
objectives and initiate coordination with County staff
• Design review meetings at 60%, 90%, and 100% plans to field
questions and incorporate questions from County staff
• Biweekly project progress meetings
• Additional meetings as necessary to coordinate with
suppliers, regulatory agencies, etc.
• Public meetings as necessary to inform residents, area
businesses, etc. of upcoming activities
THE QE+ GRADY MINOR PLAN OF APPROACH
QE + Grady Minor maintains the following Plan of Approach for
the I-75 and Collier Boulevard Design Build Project:
• Prioritize the needs of residents, businesses, and stakeholders
within project limits
• Prepare sound engineered designs that minimize
environmental impact
• Maintain clear, accurate communication through the entire
project
• Install lasting utilities
• Offer exceptional service to Collier County at an economical
cost
04
TRANSMITTAL LETTER & EXECUTIVE SUMMARY Segment 1
TRANSMITTAL LETTER & EXECUTIVE SUMMARY
DESIGN AND CONSTRUCTION PLANS OVERVIEW (CONT.)
SEGMENT 2 – White Lake Boulevard from City Gate Drive to FPL Easement
Segment No. 2 consists of new 10 and 24-inch water main piping and associated appurtenances along
White Lake Boulevard and City Gate Boulevard South within three separate segments as described
below.
Segment 2.1: A 24-inch PVC water main installed via open cut along White Lake Boulevard from City
Gate Drive to City Gate Boulevard South. The new 24-inch water main will replace an existing 20-inch
water main that will be grouted and abandoned in place. The new 24-inch water main will connect to
the following:
1) an existing 36-inch on City Gate Drive
2) an existing 8-inch water main at lot corner 3819/3815 White Lake Blvd;
3) an existing 20-inch water main, 16-inch water main, and 8-inch water main at SW corner White
Lake Boulevard and City Gate Boulevard South.
Segment 2.2: A 24-inch PVC water main installed via open cut along City Gate Boulevard South from
White Lake Boulevard to the FPL Easement that will connect to the proposed 24-inch water main at
White Boulevard and to the proposed 30-inch water main at the southern terminus of Segment No.1,
within the FPL easement. This 24-inch water main will replace an existing 16-inch water main along City
Gate Boulevard South that will be grouted and abandoned in place.
Segment 2.3: A 10-inch PVC water main installed via open cut along White Lake Boulevard from just
south of the southern property line of 3807 White Lake Boulevard to the FPL Easement. The new 10-inch
water main will replace an existing 10-inch water main that will be grouted and abandoned in place. The
new 10-inch water main will connect to the following:
1) an existing 20-inch water main just south of 3807 White Lake Boulevard
2) an existing 10-inch water main at Shaw Boulevard
3) the proposed 36-inch water main at the southern terminus of Segment No. 3.
SEGMENT 3 – Within FPL Easement from City Gate Boulevard South to White Lake Boulevard
Segment No. 3 consists of a proposed 36-inch PVC water main to be installed via open cut installation
from the City Gate Boulevard South (the southern end of Segment No. 1) to White Lake Boulevard (the
southeastern terminus of Segment No. 2.) City Gate Boulevard South cannot be closed to traffic during
the day. Therfore, construction requiring City Gate Boulevard South to be closed will either be performed
at night or be performed with an alternate installation method, if approved by the County.
SEGMENT 4 – Within FPL Easement from White Lake Boulevard to Beck Boulevard
Segment No. 4 consists of a proposed 36-inch HDPE water main to be installed via HDD from White
Lake Boulevard and the FPL Easement to Beck Boulevard and the FPL Easement, under I-75 and under
the east parking lots of Super 8 Motel and iStorage Self Storage. The proposed water main will have
ARVs and isolation valves on either side of the HDD. At Beck Boulevard the proposed water main will
connect to the existing 10-inch water main and proposed 24-inch water main, the eastern terminus of
Segment No.8, within the southern ROW of Beck Boulevard.
05Segment 2Segment 3Segment 4
TRANSMITTAL LETTER & EXECUTIVE SUMMARY
DESIGN AND CONSTRUCTION PLANS OVERVIEW (CONT.)
SEGMENT 5 – Within FPL Easement from Beck Boulevard to Forest Glen Boulevard
Segment No. 5 consists of a proposed 36-inch HDPE water main to be installed via HDD from Beck
Boulevard and the FPL Easement to Forest Glen Boulevard and the FPL Easement. The proposed water
main will require the crossing of the South Florida Water Management District’s (SFWMD) Henderson
Canal and the entrance drive to Golden Gate Fire Station No. 72, ultimately into Forest Glenn Golf &
Country Club property. The use of HDD installation is proposed to avoid wetland impacts and will be
accomplished with 36-inch HDPE and each HDD will include ARVs and isolation valves on either side of
each HDD. At Forest Glen Boulevard the proposed water main will connect to an existing 10-inch water
main.
SEGMENT 6 – Within FPL Easement from Forest Glen Boulevard to the South End of Forest Glen Golf &
Country Club
Segment No. 6 consists of a proposed 36-inch HDPE water main to be installed via HDD from Forest
Glen Boulevard and the FPL Easement to the south end of Forest Glen Golf & Country Club and the FPL
Easement. The use of HDD installation is proposed to avoid wetland impacts and will be accomplished
with 36-inch HDPE and each HDD will include ARVs and isolation valves on either side of each HDD.
Additionally included in Segment No. 6 is the replacement of the existing 30-inch fusible PVC raw water
main from Forest Glen Boulevard to the south end of the Forest Glen Golf & Country Club, which will
require the connection to one existing raw water well. The 30-inch raw water main will be replaced with
30-inch PVC water main piping installed via open cut from Forest Glen Boulevard to the raw water well.
From the well south, the new raw water main will be replaced with 36-inch HDPE piping installed via
HDD to the south end of Forest Glen Golf & Country Club. The existing 30-inch fusible PVC raw water
main will be grouted and abandoned in place.
SEGMENT 7 – Within Collier County Easement from South End of Forest Glen Golf & Country Club to
Collier Boulevard
Segment No. 7 consists of a proposed 30-inch HDPE water main to be installed via HDD from the south
end of Forest Glen Golf & Country Club and the FPL Easement to the eastern ROW of Collier Boulevard,
just east of the SFWMD’s Henderson Canal. The proposed water main will have ARVs and isolation
valves on either side of the HDD and will connect to an existing 36-inch water main on the east side of
Henderson Canal.
SEGMENT 8 – Beck Boulevard/Davis Boulevard from the FPL Easement to just East of Bedzel Dr.
Segment No. 8 consists of a proposed 24-inch HDPE water main to be installed along Beck Boulevard/
Davis Boulevard via HDD from the FPL Easement and Beck Boulevard to just east of Bedzel Drive and
Davis Boulevard, under Collier Boulevard. The proposed water main will have ARVs and isolation valves
on either side of the HDD. The proposed 24-inch water main will connect to the proposed 36-inch water
main at the FPL Easement, the southern terminus of Segment No. 4, and the proposed 20-inch PVC
water main at the existing 48-inch Pre-stressed Concrete Cylinder Pipe (PCCP) water main. The existing
48-inch PCCP water main will be utilized as a conduit for the proposed 20-inch water main to extend
under Davis Boulevard and ultimately connect to the existing 16-inch water main on the north side of
Davis Boulevard.
06Segment 5Segment 6Segment 7Segment 8
TRANSMITTAL LETTER & EXECUTIVE SUMMARY
DESIGN AND CONSTRUCTION PLANS OVERVIEW (CONT.)
SEGMENT 9 – Collier Boulevard from Davis Boulevard to Business Circle South
Segment No. 9 consists of a proposed 20-inch PVC water main to be installed along Collier Boulevard via open
cut from Davis Boulevard to Business Circle South. The proposed 20-inch water main will connect to an existing
30-inch water main just east of Bedzel Drive and Davis Boulevard and to an existing 20-inch water main at Collier
Boulevard and Business Circle South. Additionally included in Segment No. 9 is the abandonment of the existing
36-inch water main within the median of Collier Boulevard north of the existing 30x10-inch tee. The 36-inch water
main will be grouted and abandoned in place from the existing 36/12-inch tee to Business Circle South. From
Business Circle South to Davis Boulevard, the existing 36-inch water main will be removed.
COLLIER COUNTY’S INPUT
QE+ Grady Minor will work diligently for Collier County during all project phases to provide the most economical design and best
construction services. The team encourages input from the individuals that will own, operate, and maintain the system after its
completion and value feedback from staff at all levels to ensure long-term project satisfaction. QE + Grady Minor strives to ensure that
every project completed has a long-lasting positive effect on the county’s utility infrastructure system.
MANAGEMENT OF IMPACTS TO SURROUNDING COMMUNITY
QE+ Grady Minor has dramatically minimized impacts to the local community by designing the project to use primarily HDD
methods. The proposed water mains associated with the I-75 and Collier Boulevard Utility Relocation Project will affect (go through or
under) the following individual property owners or entities with jurisdiction:
PUBLIC OUTREACH PLAN
Community outreach, involvement, and communication is imperative for this design-build project and will be handled in full by Cella
Molnar & Associates, Inc. as follows:
• Collier County Public Utilities (SCRWTP and existing utility
easements)
• Collier County ROW and Road Maintenance (ROW use/
permitting and restoration within County ROW)
• FPL (Consent Agreement for use of existing FPL easements)
• FDOT (I75 Crossing and Coordination with FDOT project)
• SFWMD (Jurisdictional Lands and Henderson Canal)
• Forest Glen Golf & Country Club
• 850 NWN LLC (owner of Lots 11-18 City Gate Commerce Park
Phase 3)
• White Lakes Common Association, Inc.
• Laximi of Naples LLC (Super 8 by Wyndham)
• iStorage Self Storage
• FLRPT LLC (Business Circle ROW)
• A website will be developed and maintained throughout the
project.
• A comprehensive mailing list of all property owners and
tenants in the project area will be prepared.
• An email database will be developed and maintained.
• Small group or one-on-one meetings will be held with
stakeholders in the project area.
• A newsletter about the project will be mailed prior to
construction.
• A preconstruction information meeting will be held for the
public to learn about the project, view plans, and have one-
on-one discussions with the Design-Build team and Collier
County staff.
• Project contact cards containing the website address and 24-
hour contact information will be distributed to affected
parties.
• Media releases and roadwatch reports will be provided.
• During construction, public inquiries, requests and concerns
will be responded to and recorded.
• Notifications will be made to businesses and residents
regarding water shut-offs and driveway or access changes.
• A technical memorandum will summarize the public
information activities.
07
TRANSMITTAL LETTER & EXECUTIVE SUMMARY
TRAFFIC CONTROL PLAN
QE + Grady Minor will follow all FDOT indexes when preparing
traffic control plans for the I-75 Utility Relocation project.
Bob’s Barricades will prepare, sign, and seal the plans as
necessary and the team will incorporate all requirements from
the Collier County ROW Department. The MOT for the proposed
improvements will not significantly affect traffic, as a majority of
the work is either within an FPL easement, being directionally
drilled, or is far enough off the edge of travel where the work
zone will not require shutting down travel or turn lanes. Three
operations that will likely require a lane closure are:
The improvements associated with the proposed tie
in along Beck Boulevard and Davis Boulevard. The
proposed tie in location along Beck Boulevard is within
a transition area of the roadway where the roadway
begins to transition into a two-lane, two-way road. FDOT
Standard Index 102-601, 102-602 or 102-603 will need to
be adhered to depending on how far the offset of the
work zone is from the edge of travel.
The proposed tie in location along Davis Boulevard,
which is a six lane divided roadway, will likely require the
utilization of FDOT Standard Index 102-611, 102-612 or 102-
613 depending on how far the offset of the work zone
is from the edge of travel. Standard Index 102-615 may
apply as well since the work will be near the intersection.
The work along Collier Boulevard will need to utilize
FDOT Standard Index 102-611, 102-612 or 102-613
depending on how far the offset of the work zone is to
the edge of travel.
MINIMIZE IMPACTS TO MAINTENANCE
OF OPERATIONS
QE + Grady Minor will work closely with Collier County to
minimize impacts and disturbances to facility operations. Tie-
ins to existing facilities are currently scheduled to occur out of
season. Actual tie-in days will be limited to Tuesday through
Thursday with flexibility to perform these tie-ins during off-shift
hours. QE will utilize multiple crews to limit duration of tie-ins.
DEMOLITION & RESTORATION
QE+ Grady Minor will implement over 11,000 LF of pipe installation
by Horizontal Directional Drilling (HDD) to minimize impact to
the environment, traveling public, local businesses and
residences, and recreational facilities (including Forest Glen Golf
Club.) it should also be noted that HDD minimizes demolition
& restoration and allows for a more time efficient installation.
Areas that are open cut will be scheduled at times to minimize
impact to the affected public, local businesses and residents,
and testing of open cut pipelines will be prioritized so that those
segments can be restored quickly upon completion. All areas
will be restored to pre-construction conditions or better.
QE will utilize in situ material, recycled material, and its resources
to make this project less impactful to the environment. All areas
of pavement will be removed using a milling machine; millings
can then be recycled and used by local asphalt plants. Removed
concrete will be crushed off site and recycled as stone bedding.
Rock removed from trenches will also be hauled off site and
recycled for stone bedding.
NOISE & ODOR ABATEMENT
The QE+ Grady Minor team does not anticipate noise or odor
exceeding acceptable limits for this project. All noise levels will be
maintained at or below the allowable Collier County ordinance
limits, and the team does not anticipate unacceptable odors
from a water main installation.
EXTENDED PROJECT WARRANTY
In addition to the standard one-year warranty typically provided
on all Collier County projects, QE will extend the warranty on
labor and materials for the I-75 and Collier Boulevard Utility
Relocation Project by one year for a total of two years total
warranty. The HDD pipe manufacturer will also provide an
extra three years material warranty for a total of five years
complete project coverage. This is beneficial for the County
and reinforces QE+ Grady Minor’s dedication and interest in this
design-build project.
SITE SECURITY
The QE+ Grady Minor team prioritizes site security; therefore,
permanent site fencing will be installed prior to construction,
and storage areas will be secured with temporary barriers as
needed. With QE’s equipment yard less than ½ mile from the
project site, mobilization, storage, and maintenance costs will
be reduced. Site access during construction will be controlled,
and only authorized personnel will be allowed onsite. Clearly
visible signage for permitted access will be furnished.
08
01
02
03
02 Project Team Approach
PROJECT TEAM APPROACH
QE+ Grady Minor is the local, trusted, and reputable choice for this design-build project. Having completed hundreds
of projects with similar components in Southwest Florida, the QE +Grady Minor team is confident in their ability to
successfully complete this project on time, within budget, and at high levels of quality.
Why QE + Grady Minor?
QE recently completed the Collier Boulevard and Golden Gate Canal 36” Water Main Directional Drill within the same
geographical footprint as the I-75 and Collier Boulevard Utility Relocation Project. The 36” project was successful,
strengthened the company’s familiarity with drilling and excavating through heavy rock in the area, and helped
prepare QE +Grady Minor for any geotechnical and environmental issues that may arise on the jobsite.
Collier County can be confident in the QE + Grady Minor partnership based on their proven local performance. The
county can trust the team to provide a high-quality solution that exceeds standards and deliver timely, cost-effective
results.
COMPANY OVERVIEWS
Quality Enterprises USA, Inc. is a leading construction firm based in Southwest Florida that focuses on major civil,
building, and specialized construction in both the private and public sectors. QE has worked in Collier County since
2002 on a variety of infrastructure projects and has a dynamic knowledge and understanding of local construction and
regulatory conditions. With the ability to self-perform over 90% of each project, QE maintains job site control and has
never been assessed liquated damages for project delays.
Established in 1981, Q. Grady Minor & Associates, P.A. provides expert civil consulting services to a wide array of public
and private clients throughout Southwest Florida. Fully licensed and insured, the company maintains a strong technical
and business foundation and is a local industry leader in civil engineering and land development. Grady Minor has
successfully completed a wide range of projects, is locally owned and managed, and supports a team of 58+ employees.
Earth View, LLC. (EV) is pleased to partner with the QE+ Grady Minor team for HDD on this design-build project. Founded
in 2004, QE’s in-house trenchless technology sister company is one of four companies in the state of Florida to own and
operate the American Auger DD-440T Maxi Rig Directional Drill and has successfully completed 29 directional drills on
8 projects for Collier County.
The organizational chart on the following page
displays all team members for this Design Build.
PROJECT TEAM APPROACH
09
• Local experience
• Strong relationship with Collier County
• Close proximity to the job site (less than ½ mile)
• In-house directional drilling capabilities by Earth View, LLC
• Knowledgeable with design-build projects
• Dedicated to using local resources and businesses
(MBE/ DBE)
• Thorough understanding of SWFL environmental conditions
• Skilled personnel to see project through completion
• Trained staff to ensure proper permitting, compliance & safety
• Proven partnership on several projects
• Extended Project Warranty for this design-build project
• All projects completed on time, within budget, and at high
levels of quality
ORGANIZATIONAL CHART
10
design build team
DESIGN-BUILD MANAGEMENT TEAM & STAFFING
This design-build project will require significant coordination between QE+ Grady Minor and Collier County. QE+ Grady
Minor’s strong and experienced leadership (see following page) will manage the skilled construction workforce and will
ensure that the project is completed on time, within budget, and at high levels of quality.
The QE+ Grady Minor team is efficiently structured with Louis J. Gaudio serving as the Construction Project Manager
and single point of contact for the County. Louis will be available to Collier County at all times and will oversee all
construction operations. Louis will be supported by a large and local administrative staff and will work closely with Grady
Minor, specifically Justin Frederiksen, throughout this project. The management staff will remain hands on to identify
opportunities, address challenges, and mitigate risks. QE ensures that a Superintendent will remain on site with the
construction crews at all times, and regular site visits will be performed by other lead staff throughout the process.
KEY PERSONNEL COMMITMENT
PROJECT TEAM APPROACH
15
NAME FIRM ROLE COMMITMENT TO COUNTY’S PROJECT
PRECONSTRUCTION CONSTRUCTION
Louis J. Gaudio
Harlan Sawyer
Paul J. Moriarty
Margarita Negron
Isa Carreras
Justin Frederiksen
Daniel Flynn
Sally Goldman
Alex Dunko
Donald Saintenoy
Rick Featherstone
John Daniel
Joseph Townsend
Alan Hart
Brian Dorwart
Nicholas Strater
Construction Manager
Estimator
Superintendent
Manager of Health and Safety
Project Administrator/ EEO Compliance Officer
Design Build Project Manager
DOT Coordinator
Project Engineer
Project Engineer
Survey Project Manager
Quality Assurance/ Quality Control
Directional Drill Project Manager
Directional Drill Superintendent/ Operator
Chemical Engineer
Senior Consultant
Senior Geologist
QE
QE
QE
QE
QE
Grady Minor
Grady Minor
Grady Minor
Grady Minor
Grady Minor
Grady Minor
Earth View
Earth View
Earth View
Brierley
Brierley
65%
100%
30%
30%
20%
80%
80%
80%
80%
30%
40%
30%
30%
30%
65%
65%
100%
40%
100%
80%
80%
80%
50%
50%
50%
60%
70%
80%
100%
100%
70%
50%
11
NAME/ROLE KEY QUALIFICATIONS
25+ years of Construction industry experience
Maintains a long-standing relationship with Collier County and is familiar with local conditions,
regulations, personnel, etc.
Experience managing projects ranging from $500K to $40 Million for Army Corps of Engineers,
Charlotte County, City of Naples and of Marco Island, FDOT, various Collier County divisions,
Naples Airport Authority, and the Town of Fort Myers Beach to list a few
Oversees all QE utility, roadway and bridge projects in the State of Florida and South Carolina
Louis will provide overall project coordination
•
•
•
•
•
Vice President
Superintendent
Directional Drill
Project Manager
Design Project
Manager
Design Project
Engineer
FDOT Coordinator
Construction
Project Manager
Louis J.
Gaudio
paul j.
moriarty
john
daniel
justin
frederiksen
Alex
Dunko, E.I.
dANIEL
flynn, p.e.
12
KEY PERSONNEL
30+ years of Construction industry experience
Extensive background working with Collier County’s Utility Department
Certified by the US Army Corps of Engineers, Quality Management for Contractors, and FDOT
Maintenance of Traffic
Paul will provide daily onsite coordination
•
•
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•
15+ years of Directional Drilling experience in both the utility and oil/gas industries with drills of
pipe up to 42”
Highlighted Collier County project: installation of the 36” HDPE Watermain crossing the Golden
Gate Canal at Collier Boulevard, which lies within the same footprint as this Design Build
project
John will provide oversight, management, and guidance to Earth View, LLC personnel
•
•
•
17+ years of Engineering and Construction experience in the State of Florida
Engineer of Record on various small and large utility projects in Collier County
Managed various Municipal Projects, which required: preparation of master planning
documents, engineering designs/ plans/ and specifications, project permitting, bidding
assistance, contractor selection, and general construction coordination
Served as the Deputy Director for the City of Naples where he performed: rate studies, annual
reports of utility operations, grant/loan program administration, and assisted in developing
and administering the City of Naples Utility Standards, Utility Department annual budgets, and
standard utility policies
•
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•
6+ years of industry experience with direct involvement on water, wastewater, and site
development projects in South Florida
Ability to design and construct large and small diameter transmission water main components,
lead and coordinate utility construction projects, plan and evaluate Wastewater Reclamation
facilities, and perform site civil engineering processes.
Trained as a Civil Engineering Site Inspector (CEI)
•
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•
13+ years of industry experience
Works with the FDOT, Collier County, multiple counties and cities in Florida to produce roadway
and sidewalk construction plans
Extensive design background in projects ranging from minor resurfacing/ widening, to roadway
reconstruction, to multimodal complete streets throughout the state of Florida
Engineering experience in Maintenance of Traffic (MOT), signing/ paving marking, and horizontal
and vertical geometry designs, super-elevation roadway layouts, and sidewalks/ intersection
projects
FDOT certified in Advanced MOT
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•
As one of the largest local utility
contractors, QE is prepared for the I-75
and Collier Boulevard Utility Relocation
Project. With over 200 employees,
including ten pipe installation crews,
the company has a large and skilled
workforce and is proud to celebrate
50 years of service this year. QE is
knowledgeable of local conditions,
has the capacity to bond this project,
can acquire materials in a timely
fashion, and will provide machinery
from the company’s 250+ piece heavy
equipment fleet.
PROJECT TEAM APPROACH
13
CATEGORY QTY.
Broom Tractors
Crawler Cranes
Crushing & Screening Equipment
Dozers
Dump Trucks
Epi Rock Drum Cutter
Excavators
Excavators with Hammers
Fusing Machine
Graders
Horizontal Directional Drilling Rigs
Lowboys
05
02
10
03
08
01
35
03
03
02
02
05
CATEGORY QTY.
Loaders
Milling Machine
Articulated Truck
Asphalt Pavers
Rollers
Rubber Tire Excavator
Skid Steer
Sheet Pile Vibratory Hammer
Trailers
Tractors
VAC Truck, Tankers, Mud Reclaimer
QE Mechanics & Lube Trucks
30
02
01
03
14
01
04
02
38
05
06
06
CORPORATE OFFICE LOCATION
Quality Enterprises, USA, Inc.
Approximately 0.5 miles from
proposed project location
3494 Shearwater Street
Naples, FL 34117
239.435.7200
qualityenterprisesusa.com
CIVIL ENGINEERING LOCATION
Q. Grady Minor & Associates, P.A.
Approximately 21 miles from
proposed project location
3800 Via Del Rey
Bonita Springs, Florida 34134
Phone: 239.947.1144
Fax: 239.947.0375
gradyminor.com
location
QE’s corporate office and equipment yard are located less than ½ mile from the project site; therefore, key personnel can be on
location within minutes should the need arise. The corporate office will serve as the central meeting place between QE+ Grady Minor
and Collier County staff, and meetings can be easily followed by visits to the project site if requested. The close location will also allow
for prompt equipment mobilization, which result in significant cost savings for Collier County. A map has been provided to show
the distance between the project site and QE+ Grady Minor.
KEY RESOURCES
PROJECT TEAM APPROACH
14
SCHEDULE
QE + Grady Minor has developed a master schedule
and segment/ task-specific schedules for this design-
build project to ensure project success from day one.
The proposed schedule is approximately 14 months
and includes approximately 7 months for design and
permitting and 9 months of construction (a portion of
which will occur concurrently with various design and
permitting phases). This project includes approximately
20,000 linear feet of new water main piping and associated
appurtenances, with approximately 5,740 linear feet of
water main piping to be grouted and abandoned, and
approximately 5,700 linear feet of water main piping to be
removed, broken into nine segments. New landscaping is
scheduled to be installed on the outside of the SCRWTP in
summer 2020 and thus the proposed water main within
Segment No. 1 and No. 2 will be completed by May 31, 2020.
SEGMENTS OVERVIEW
SEGMENT 1 – SCRWTP to City Gate Boulevard South
Segment No. 1 includes approximately 2,238 linear feet
of water main from the SCRWTP to City Gate Boulevard
South by Open Cut. Once QE + Grady Minor receives a
NTP from the county, the team will prepare 60% design
plans within 30 days, 90% design within an additional
14 days, and 100% design plans within an additional 7
days. It is not anticipated that this segment will require
environmental permitting. Construction of segment 1 is
anticipated to take 30 days.
SEGMENT 2 – White Lake Boulevard from City Gate Drive
to FPL Easement
Segment No. 2 includes approximately 2,875 linear feet
of water main along White Lake Boulevard and City Gate
Boulevard South by Open Cut. Once QE + Grady Minor
receives a NTP from the county, the team will prepare
60% design plans within 30 days, 90% design within an
additional 14 days, and 100% design plans within an
additional 7 days. It is not anticipated that this segment
will require environmental permitting. Construction of
segment 2 is anticipated to take 41 days.
SEGMENT 3 – Within FPL Easement from City Gate
Boulevard South to White Lake Boulevard
Segment No. 3 includes approximately 1,287 linear feet
of water main from the City Gate Boulevard South (the
southern end of Segment No. 1) to White Lake Boulevard
(the southeastern terminus of Segment No. 2) by Open
Cut. Once QE + Grady Minor receives a NTP from the
county, the team will prepare 60% design plans within 30
days, 90% design within an additional 14 days, and 100%
design plans within an additional 7 days. Segment 3 has a
previously identified wetland near White Lake Boulevard.
This segment may require environmental permitting, if
the wetland will be impacted and thus the permitting of
this segment may take 6-8 months and as a result would
be the scheduled driver. Once permits are received,
construction of segment 3 is anticipated to take 20 days.
SEGMENT 4 – Within FPL Easement from White Lake
Boulevard to Beck Boulevard
Segment No. 4 includes approximately 2,033 linear feet
of water main from White Lake Boulevard and the FPL
Easement to Beck Boulevard and the FPL Easement by
Horizontal Directional Drill. Once QE + Grady Minor
receives a NTP from the county, the team will prepare
60% design plans within 30 days, 90% design within an
additional 14 days, and 100% design plans within an
additional 7 days. It is not anticipated that this segment
will require environmental permitting. Once permits are
received, construction of segment 4 is anticipated to take
25 days.
SEGMENT 5 – Within FPL Easement from Beck Boulevard
to Forest Glen Boulevard
Segment No. 5 includes approximately 3,368 linear feet of
water main from Beck Boulevard and the FPL Easement
to Forest Glen Boulevard and the FPL Easement by
Horizontal Directional Drill. Once QE + Grady Minor
receives a NTP from the county, the team will prepare
60% design plans within 30 days, 90% design within an
additional 14 days, and 100% design plans within an
additional 7 days. Segment 5 has previously identified
wetlands along the proposed project route. The team
proposes this segment to be installed via HDD and every
attempt will be made to avoid wetlands by drilling under
them. However, this segment may require environmental
permitting if the wetland will be impacted, and thus the
permitting of this segment may take 6-8 months and as
a result would be the scheduled driver. Once permits are
received, construction of segment 5 is anticipated to take
30 days.
PROJECT TEAM APPROACH
15
SEGMENTS OVERVIEW (CONT.)
SEGMENT 6 – Within FPL Easement from Forest Glen Boulevard to the South End of Forest Glen Golf & Country Club
Segment No. 6 includes approximately 2,089 linear feet of new water main and approximately 2,100 linear feet of replaced
raw water main from Forest Glen Boulevard and the FPL Easement to the south end of Forest Glen Golf & Country Club
and the FPL Easement both by Horizontal Directional Drill. Once QE + Grady Minor receives a NTP from the county,
the team will prepare 60% design plans within 30 days, 90% design within an additional 14 days, and 100% design plans
within an additional 7 days. Segment 6 has previously identified wetlands along the proposed project route. The team
proposes the majority of this segment to be installed via HDD and every attempt will be made to avoid wetlands and
HDD under them. However, this segment may require environmental permitting, if the wetland will be impacted and
thus the permitting of this segment may take 6-8 months and as a result would be the scheduled driver. Once permits
are received, construction of segment 6 is anticipated to take 50 days.
SEGMENT 7 – Within Collier County Easement from South End of Forest Glen Golf & Country Club to Collier Boulevard
Segment No. 7 includes approximately 1,131 linear feet of water main from the south end of Forest Glen Golf & Country
Club and the FPL Easement to the eastern ROW of Collier Boulevard, just east of the SFWMD’s Henderson Canal by
Horizontal Directional Drill. Once QE + Grady Minor receives a NTP from the county, the team will prepare 60% design
plans within 30 days, 90% design within an additional 14 days, and 100% design plans within an additional 7 days. It is not
anticipated that this segment will require environmental permitting. Once permits are received, construction of segment
7 is anticipated to take 20 days.
SEGMENT 8 – Beck Boulevard/Davis Boulevard from the FPL Easement to East of Bedzel Drive
Segment No. 8 includes approximately 1,751 linear feet of water main from the FPL Easement and Beck Boulevard to just
east of Bedzel Drive and Davis Boulevard, under Collier Boulevard, by Horizontal Directional Drill. Once QE + Grady Minor
receives a NTP from the county, the team will prepare 60% design plans within 30 days, 90% design within an additional 14
days, and 100% design plans within an additional 7 days. It is not anticipated that this segment will require environmental
permitting. Construction of segment 8 is anticipated to take 20 days.
SEGMENT 9 – Collier Boulevard from Davis Boulevard to Business Circle South
Segment No. 9 includes approximately 2,909 linear feet of water main by Open Cut and approximately 2,900 linear feet
of existing water main to be removed/abandoned along Collier Boulevard via open cut from Davis Boulevard to the south
side of Forest Glen Golf & Country Club. Once QE + Grady Minor receives a NTP from the county, the team will prepare 60%
design plans within 30 days, 90% design within an additional 14 days, and 100% design plans within an additional 7 days.
It is not anticipated that this segment will require environmental permitting. Construction of segment 9 is anticipated
to take 40 days.
16
QUALITY ENTERPRISES USA, INC. + GRADY MINOR | COLLIER COUNTY DESIGN BUILD
i-75 and collier blvd utility relocation project
17
QUALITY ENTERPRISES USA, INC. + GRADY MINOR | COLLIER COUNTY DESIGN BUILD
i-75 and collier blvd utility relocation project
PROJECT TEAM APPROACH
18
CRITICAL PATHS
QE+ Grady Minor has established the following Critical Path Method (CPM) to ensure successful, economical, and non-
disruptive design, permitting, and construction phases for this design-build project.
As expected, the 14-month timeframe desired by the county will rely heavily on permitting. QE+ Grady Minor will diligently
pursue permitting, noting that additional contract time may be required due to permit delays beyond the team’s control.
In an attempt to mitigate permitting time, the team has elected to provide Horizontal Directional Drilling (HDD)
installation methods where feasibly possible. The critical path of the schedule flows through permitting and through
the HDD segments. The critical path of the schedule flows through permitting and the Open Cut segments.
The current schedule is based on sequentially working Open Cut and HDD Segments. With the ability to bring on
additional crews and equipment, QE has the ability to work open cut and HDD segments concurrently as allowed by
permitting. Additionally, should permitting allow, we also have the flexibility to modify open cuts to HDD.
Currently, the schedule has the majority of the construction activities occurring out of season, with in-season work limited
to Segments 1 and 4. These segments will not impact any seasonal traffic or local businesses.
Connection to existing facilities and water mains will also occur out of season. The QE+ Grady Minor team will coordinate
closely with Collier County on the timing of the connections and Cella Molnar will communicate public information
with any businesses/residents on system interruptions. QE will be flexible in performing these tie-ins to coincide with low
demand on the county’s system. Multiple crews will be utilized to perform multiple tie-in points concurrently if necessary.
The project schedule shows the CPM in red, which reflects the proposed tie-in schedule for each segment. Provided
below is a more detailed list of tie-in locations.
Connection to Existing Water Main
Restoration will be prioritized by segment. Implementing HDD will minimize restoration required, except for entry/exit pit
locations. Upon completion of pipe installation per segment, pipe will be tested so that restoration can occur immediately
thereafter.
• City Gate Boulevard (East) 12” Water Main Connection
• Beck Boulevard (East) 10” Water Main Connection
• Beck Boulevard (West) 10” Water Main Connection
• Forest Glen Boulevard (East) 10” Water Main Connection
• Forest Glen Boulevard (West) 10” Water Main Connection
• Connect to 30” RAW Water Main
• Collier Boulevard (East) Connect to 36” Water Main
• Collier Boulevard (West) Connect to 36” Water Main
• White Lake Boulevard (South) Connect to 8” Water Main
• White Lake Boulevard (South) Connect to 20” Water Main
• White Lake Boulevard (South) Connect to 6” Fire Main Assembly
• White Lake Boulevard (South) Connect to 8” Water Main
• City Gate Boulevard Reconnect 8” Fire Assembly
• City Gate Boulevard Reconnect 8” Water Main
• City Gate Boulevard Reconnect 8” Water Main
• City Gate Boulevard (East) Reconnect 36” Water Main
• City Gate Boulevard (West) Reconnect 36” Water Main
• White Lake Boulevard (Southwest) Connect to 20” Water Main
• White Lake Boulevard (Northwest) Connect to 20” Water Main
• Shaw Boulevard (North) Connect to 8” Water Main
• Davis Boulevard (West) Connect to Water Main
• Beck Boulevard (East) 36” Water Main Connection
• Beck Boulevard (West) 36” Water Main Connection
• Collier Boulevard (North) 20” Water Main Connection
• Collier Boulevard (South) 20” Water Main Connection
• Business Circle N. (North) 12” Water Main Connection
• Business Circle N. (West) 10” Water Main Connection
03 Technical Information
TECHNICAL INFORMATION
19
DESIGN AND CONSTRUCTION STANDARDS
The improvements associated with the I-75 and Collier Boulevard Utility Relocation Design-Build project will adhere to
the following standards:
• Collier County Utility Standards, Details, and Specifications
• Florida Department of Environmental (FDEP) and the Florida Administrative Code requirements and standards
• South Florida Water Management (SFWMD) requirements and standards
• 10 State Standards
• Florida Department of Transportation (FDOT) requirements and standards
However, as the water mains associated with this project are transmission mains in nature, QE+ Grady Minor would like
the County to consider the following Utility Deviations from Collier County’s Utility Standards:
• Fire hydrant every 500-foot within public Right-of-Ways (ROW), but no fire hydrants within the FPL Easement.
• Isolation valves every 1,000 feet within public ROWs and at all connections to existing/proposed water mains, but
valves every 2,000 feet within the FPL easement.
• Two-foot (wall-to-wall) setback from CUE line within the FPL Easement, south of Lot 16 of City Gate Commerce Park
Phase 3, instead of the 5-foot minimum per Collier County’s Utility Design Criteria (Section 1.1).
QE + Grady Minor understand that the County prefers no vertical deflections on the large water mains proposed with this
project and the team intends to adhere to this preference whenever possible. However, it may be necessary to deflect the
proposed mains due to existing utility conflicts that either cannot be deflected (for example gravity mains) or if deflection
of the existing mains will negatively affect the existing mains.
DEVIATIONS FROM DESIGN CRITERIA PACKAGE
Step 2 of the I-75 and Collier Boulevard Utility Relocation Design-Build Project includes a Design Criteria Package, dated
March 27, 2019. For the most part, QE + Grady Minor’s proposed design and construction for this project will adhere to
the criteria in this document. However, Item No. 2 of Addendum No. 8, dated July 10, 2019, allows for deviations from the
methods of construction presented in the Design Criteria Manual to “provide the best value to Collier County for each
segment in the Design Criteria Package”.
As a result of the flexibility provided in Addendum No. 8, QE+ Grady Minor has chosen to utilize Horizontal Directional
Drilling (HDD) in lieu of open cut in Segments 5 and 6. Based upon the January 2011 drawings for the South County
Regional Water Treatment Plant (SCRWTP) SRO Wellfield Pipeline Repairs, Phase 1, there are a significant amount of
wetlands within Segments 5 and 6. The use of HDD installation with High Density Polyethylene Pipe (HDPE) in these
two segments have been proposed to minimize wetland impacts. QE + Grady Minor believes that this change from
open cut to HDD installation methods will save a significant amount of time and effort in permitting these segments.
However, impact to wetlands depicted in the northern portion of Segment 6 will likely be unavoidable due to the 30-
inch raw water main replacement and the requirement to connect to the existing raw water well approximately 400
feet south of Forest Glen Boulevard. Similarly, impact to wetlands depicted in the southern portion of Segment 6 will
likely be unavoidable due to the connection necessary to Segment 7 at the southern end of Forest Glen Golf & Country
Club. To account for the inside diameter difference between equally sized PVC and HDPE pipe, in Segment 5 and 6, QE +
Grady Minor has depicted an increase in the size of the proposed pipe, 36-inch HDPE instead of 30-inch PVC in these two
segments.
TECHNICAL INFORMATION
20
Additionally, the January 2011 drawings for the SCRWTP SRO Wellfield Pipeline Repairs, Phase 1, depict a small wetland
area in the southern portion of Segment 3. QE + Grady Minor is not proposing to HDD this section, but may request to do
so depending on feedback from permitting agencies.
PIPE MATERIAL TYPE, THICKNESS, AND CLASS
For the I-75 Utility Relocation Design-Build project, QE+ Grady Minor proposes the following pipe material type, thickness,
and class for the identified segments:
A brief description of the nine segments associated with the I-75 and Collier Boulevard Utility Relocation Design-Build
project is provided below. However, a more detailed description of the segments can be found in Section 1: Transmittal
Letter & Executive Summary.
SEGMENT 1 – SCRWTP to City Gate Boulevard South
Segment No. 1 consists of a proposed 30-inch PVC water main to be installed via open cut installation from the SCRWTP
to City Gate Boulevard South. Beginning on the northwest side of the SCRWTP potable water ground storage tanks, the
proposed 30-inch water main will connect to the existing 36-inch water main and extend east through the SCRWTP site
and ultimately to a 15-foot wide Collier County Utility Easement (CUE) within Lot 11 of City Gate Commerce Park Phase
3. The 30-inch water main will extend through the 15-foot CUEs through Lots 11-16 of the CUE. Near the Lot 16/17 line, an
existing 30-inch raw water main leaves the SCRWTP property and enters an existing 15-foot wide CUE, therefore, the
proposed 30-inch water main be shifted to the east and installed east of the existing 30-inch raw water main.
SEGMENT 2 – White Lake Boulevard from City Gate Drive to FPL Easement
Segment No. 2 consists of new 10 and 24-inch water main piping and associated appurtenances along White Lake
Boulevard and City Gate Boulevard South within three separate segments as described below.
Segment No. 2.1: A 24-inch PVC water main installed via open cut along White Lake Boulevard from City Gate Drive to
City Gate Boulevard South. The new 24-inch water main will replace an existing 20-inch water main that will be grouted
and abandoned in place.
Segment 2.2: A 24-inch PVC water main installed via open cut along City Gate Boulevard South from White Lake Boulevard
to the FPL Easement that will connect to the proposed 24-inch water main at White Boulevard and to the proposed 30-
inch water main at the southern terminus of Segment No.1, within the FPL easement. This 24-inch water main will replace
an existing 16-inch water main along City Gate Boulevard South that will be grouted and abandoned in place.
Segment No. 2.3: A 10-inch PVC water main installed via open cut along White Lake Boulevard from just south of the
southern property line of 3807 White Lake Boulevard to the FPL Easement. The new 10-inch water main will replace an
existing 10-inch water main that will be grouted and abandoned in place.
PIPE SIZE (IN)MATERIAL DIMENSION
RATIO (DR)
PRESSURE
CLASS (PSI)
INSIDE
DIAMETER (IN)
MINI WALL
THICKNESS (IN)
SEGMENT(S) NO.
10
20
24
24
30
30
36
36
PVC
PVC
PVC
HDPE
PVC
HDPE
PVC
HDPE
18
18
18
11
18
11
21
11
235
235
235
200
235
200
200
200
11.10
19.06
22.76
20.82
28.23
25.83
34.43
30.91
0.617
1.200
1.433
2.345
1.778
2.909
1.824
3.482
02
09
02
08
01
07
03
04, 05, 06
TECHNICAL INFORMATION
21
SEGMENT 3 – Within FPL Easement from City Gate
Boulevard South to White Lake Boulevard
Segment No. 3 consists of a proposed 36-inch PVC water
main to be installed via open cut installation from the City
Gate Boulevard South (the southern end of Segment No.
1) to White Lake Boulevard (the southeastern terminus of
Segment No. 2).
SEGMENT 4 – Within FPL Easement from White Lake
Boulevard to Beck Boulevard
Segment No. 4 consists of a proposed 36-inch HDPE water
main to be installed via HDD from White Lake Boulevard
and the FPL Easement to Beck Boulevard and the FPL
Easement, under I-75 and under the east parking lots of
Super 8 Motel and iStorage Self Storage.
SEGMENT 5 – Within FPL Easement from Beck Boulevard
to Forest Glen Boulevard
Segment No. 5 consists of a proposed 36-inch HDPE
water main to be installed via HDD from Beck Boulevard
and the FPL Easement to Forest Glen Boulevard and the
FPL Easement. The proposed water main will require
the crossing of the South Florida Water Management
District’s (SFWMD) Henderson Canal and the entrance
drive to Golden Gate Fire Station No. 72, ultimately into
Forest Glenn Golf & Country Club property.
SEGMENT 6 – Within FPL Easement from Forest Glen
Boulevard to the South End of Forest Glen Golf & Country
Club
Segment No. 6 consists of a proposed 36-inch HDPE water
main to be installed via HDD from Forest Glen Boulevard
and the FPL Easement to the south end of Forest Glen
Golf & Country Club and the FPL Easement. The use of
HDD installation is proposed to avoid wetland impacts
and will be accomplished with 36-inch HDPE and each
HDD will include ARVs and isolation valves on either side
of each HDD. Additionally included in Segment No. 6 is
the replacement of the existing 30-inch fusible PVC raw
water main from Forest Glen Boulevard to the south end
of the Forest Glen Golf & Country Club, which will require
the connection to one existing raw water well.
SEGMENT 7 – Within Collier County Easement from South
End of Forest Glen Golf & Country Club to Collier Boulevard
Segment No. 7 consists of a proposed 30-inch HDPE
water main to be installed via HDD from the south end
of Forest Glen Golf & Country Club and the FPL Easement
to the eastern ROW of Collier Boulevard, just east of the
SFWMD’s Henderson Canal.
SEGMENT 8 – Beck Boulevard/Davis Boulevard from the
FPL Easement to just East of Bedzel Drive
Segment No. 8 consists of a proposed 24-inch HDPE
water main to be installed along Beck Boulevard/Davis
Boulevard via HDD from the FPL Easement and Beck
Boulevard to just east of Bedzel Drive and Davis Boulevard,
under Collier Boulevard. The existing 48-inch PCCP water
main will be utilized as a conduit for the proposed 20-
inch water main to extend under Davis Boulevard and
ultimately connect to the existing 16-inch water main on
the north side of Davis Boulevard.
SEGMENT 9 – Collier Boulevard from Davis Boulevard to
Business Circle South
Segment No. 9 consists of a proposed 20-inch PVC
water main to be installed along Collier Boulevard
via open cut from Davis Boulevard to Business Circle
South. Additionally included in Segment No. 9 is the
abandonment of the existing 36-inch water main within
the median of Collier Boulevard north of the existing
30x10-inch tee. The 36-inch water main will be grouted
and abandoned in place from the existing 36x12-inch tee
to Business Circle South. From Business Circle South to
Davis Boulevard, the existing 36-inch water main will be
removed.
TECHNICAL INFORMATION
22
PERMITTING
The QE +Grady Minor’s experience and knowledge of county requirements will be beneficial when preparing
submittals and responses. At the 60% design stage, Grady Minor will prepare the required permit applications and
supporting documentation:
An Application for a Specific Permit to Construct PWS Components (form 62-555.900(1)) from the FDEP for all
segments associated with this project. To streamline the permitting process, Grady Minor will submit one permit
to the FDEP for the entire potable water improvements associated with this project.
Collier County ROW permit for Segments No. 2, 3, 4, 5, 8, & 9 will be required. Each segment will be applied for
separately as each permit is good for 6 months from issuance with the ability for the contractor to extend the
permit as needed 3 months at a time. Recently Grady Minor received a 2-year permit from Collier County ROW for
the West Goodlette Frank Road Joint Stormwater Sewer project due to the construction of the project taking over
6 months with one single Contractor. Grady Minor will pursue longer ROW permit durations to reduce the amount
of permit extensions required for this project.
A Notice of Intent (NOI) to use the Generic Permit for Discharge of Ground Water from Dewatering Operations, per
Rule 62-621.300(2), F.A.C. from the FDEP.
FDOT Utility Permit (Rule 14-46.001 F.A.C.)
Environmental Permitting: The project will require an Environmental Resource Permit (ERP) from the Florida
Department of Environmental Protection (FDEP). It is anticipated FDEP will process the ERP (not the South Florida
Water Management District) since it is a utility line. As part of the FDEP permitting, the Florida Fish and Wildlife
Conservation Commission may provide comments on the ERP application. If there will be wetland impacts (which
is likely given the proposed alignment), then a U.S. Army Corps of Engineers (Corps) Section 404 permit will be
required. As part of the Corps permit review, consultation for threatened and endangered species with the U. S.
Fish and Wildlife Service (USFWS) will be required. It is anticipated that the species that will need to be addressed
include Florida Panther, Wood Stork, and Eastern Indigo Snake as long as the work is within the existing cleared
FPL easement. If impacts are proposed to forested areas, then additional listed species including the red-cockaded
woodpecker and Florida bonneted bat will need to be addressed as well. Note that red-cockaded woodpeckers and
bonneted bats have been previously document in the vicinity of this project.
The necessary environmental permitting will likely be what keeps this project from being designed, permitted and
constructed within the 1-year schedule defined in the project requirements. It is estimated that FDEP permitting for
the ERP will take 6 to 8 months. If the proposed wetland impacts are minimal and qualify for a Corps Nationwide permit,
then Corps permitting can possibly accomplished within the same 6 to 8 months. If wetland impacts are greater than 0.5
acre, then a Corps individual permit will be required and will take approx. 8 to 12 months. This is assuming all activities
are within the existing cleared FPL easement. Note that if construction activities require impacts to forested areas, this
is likely to require an additional level of consultation with the USFWS and may take additional 4 months (total 12 to 16
months) for Corps permitting.
If QE+ Grady Minor is selected for this design-build project, Passarella & Associates, Inc. (Passarella) will reach out to the
FDEP and Corps to schedule a pre-application meeting to discuss the project/ likely impacts to environmentally sensitive
lands immediately after receiving a NTP from the County.
Passarella has significant environmental permitting experience in South Florida and has worked along the I-75 and
Collier Boulevard Utility Relocation Design-Build project route, as the company provided the environmental permitting
associated with the SCRWTP Wellfield expansion project. The preliminary plans developed as part of QE + Grady
Minor’s response (provided in this section) can be reviewed immediately with permitting agencies, helping to expedite
the process.
•
•
•
•
•
TECHNICAL INFORMATION
23
SCADA AND INSTRUMENTATION & CONTROLS
Collier County has completed hydraulic modeling using the proposed water line sizes as detailed in the Design Criteria
Package. As understood, if the Design-Build team alters the proposed design, the Design-Build team will be responsible
for preparing a hydraulic model for County acceptance to ensure the system meets operating requirements, including
SCADA and Instrumentation & Controls requirements. While QE+ Grady Minor have proposed pipe size and material
changes in Segments 5 and 6, these changes are not anticipated to negatively affect the hydraulic conditions of
the water system, as the team has adjusted the pipe sizes to match or exceed the inside diameters proposed in the
Design Criteria Package.
CONSTRUCTION PLANS
QE + Grady Minor’s preliminary Construction Plans for the I-75 and Collier Boulevard Utility Relocation Design-Build
project can be found at the end of this section, Section 3: Technical Information. These plans include the team’s proposed
pipe size and material within all nine segments and provide the general alignment of the proposed water mains. The
plans have been used to generate QE+ Grady Minor’s proposed project schedule and Guaranteed Maximum Price.
TECHNICAL INFORMATION
24
Impact to any fence or gates, including Forest Glen Blvd.
(removed and replace or other?)
Response: All fence and/or gates impacted during the
construction of the project will be restored to meet the
preconstruction condition of the affected fence and/
or gate. If a fence and/or gate cannot be replaced on
the same day it is impacted, a temporary fence and/or
gate will be installed at the end of the day to secure the
protected area.
Impact to Forest Glen Blvd (Traffic control, one lane?
Repave? Protective barriers, cones keep carts to avoid
the areas, others?)
Response: QE + Grady Minor propose Segments 5 & 6
as Horizontal Directional Drills. Each drill will terminate
at the connection point to the existing 10” PVC WM.
The eastbound entrance lane to Forest Glen at this
location is 20 ft. wide, distance from curb line to cart
path is approximately 18 ft. QE+ Grady Minor propose
to provide an 11 ft. vehicular lane to allow movement of
traffic without interruption from construction activity.
QE + Grady Minor feel that the distance to the cart path
is sufficient enough to allow the team to perform this
tie-in with no interference to the cart path. QE will follow
applicable FDOT Maintenance of Traffic Standards.
Same day restoration
Response: It is not anticipated that travel lanes and
cart paths will be affected within Forest Glen Golf &
Country Club by construction associated with this
project; therefore, restoration will be completed at the
completion of the tie-in. However, if travel lanes and/or
cart paths are affected, they will be restored and secured
at the end of each day so that trenches are backfilled or
covered.
Impact to Cart Paths (shown on the attached aerial
photo).
Response: See item 2 – Cart paths are not anticipated to
be impacted.
Address concerns with the southern portion of the
easement which runs right along a tee, cart path, and
fairway. Plan must address (see diagrams below):
a) Please note an open cut can negatively impact
members. If proposing to open cut, plan must ensure
members are not negatively impacted.
Response: As previously indicated, QE+ Grady Minor
propose to use HDD for Segment 5 & 6 in order to
minimize impacts to Forest Glen Golf & Country Club.
Although the team proposes HDD to these segments,
close coordination will take place with Forest Glen Golf &
Country Club when the pipes are pulled through the drill
hole. The pulling of the pipe for these segments can be
accomplished in one shift, out of season and/or at night.
b) Ensure construction is not during season or planned
such that there is no impact or
effect on golfers (booked from sunrise to sunset every
day during season).
Response: As depicted in QE+ Grady Minor’s schedule,
work within segments 5 & 6 is anticipated to be
accomplished during the off season.
c) Limit rerouting cart paths
Response: Rerouting of cart paths is not anticipated.
d) No disturbance to the tee box and cart path just north
of Forest Glen Blvd.
Response: Disturbance to tee box and cart path is
not anticipated due to the planned utilization of HDD
installation.
e) Limit disturbance to Hole 10, which is located just
south of Forest Glen Blvd and runs along the easement
area with portions of the cart path located within the
easement. The impacted area runs for about 1,100 feet
south of Forest Glen Blvd.
Response: HDD will be utilized to limit disturbance
to Hole 10. The pipe to be fused and pulled will be
placed within the FPL easement to the east of Hole 10.
Equipment used to fuse pipe does not create any noise
that will impact players.
FOREST GLEN GOLF & COUNTRY CLUB IMPACT
Addendum No. 8 included specific questions to address concerning impact to the Forest Glen Golf & Country Club,
provided below are the questions and our responses:
01
02
03
04
05
RevisionsLocation MapPrepared by:GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144www.GradyMinor.com Fort Myers: 239.690.4380GradyMinor I-75 and Collier Boulevard Utility Relocation Project(Preliminary Design)Located in Collier County, Collier CountySections 34 & 35, Township 49 South, Range 26 East and Sections 2 & 3, Township 50 South, Range 26 East I-75 and Collier Boulevard Utility Relocation Project
(Preliminary Design)----Plans Prepared For:Engineering and Project Management DivisionPrincipal Project Manager: Ben Bullert, P.E.3339 Tamiami Trail E.Suite 303Naples, FL 34112Tel: (239) 252-4233Fax: (239) 252-3989INDEX OF SHEETSDwg. No.Sheet Description1COVER SHEET2OVERALL AERIAL MAP3WATER MAIN SEGMENT 1 - STA. 0+00 TO 16+004WATER MAIN SEGMENTS 1, 3, 4, 5 - STA. 16+00 TO 66+005WATER MAIN SEGMENT 5, 6, 7 - STA:66+00 TO 111+006WATER MAIN SEGMENT 7 - STA:111+00 TO ENDWATER MAIN SEGMENT 2.1 - STA:0+00 TO END7WATER MAIN SEGMENT 2.2 - STA. 0+00 TO END8WATERMAIN SEGMENT 8 - STA. 0+00 TO END9WATERMAIN SEGMENT 9 - STA:100+00 TO ENDPROJECTLOCATION
GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144www.GradyMinor.com Fort Myers: 239.690.43800400'800'200'SCALE: 1" = 400'WAL-MART
MATCHLINE STA:16+00
SEE SHEET 4GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144www.GradyMinor.com Fort Myers: 239.690.4380040'80'20'SCALE: 1" = 40'CITY GATE BLVD36"X30" TEE AT INTERSECTION36" GV AND CONNECT TO EX. 36" DIP WM - NORTH30" GV AND 30" PVC WM SEGMENT 1 - EAST36" GV AND CONNECT TO EX. 36" DIP WM - SOUTHKEY MAPPROPOSED 30" GV
LOT 17
MATCHLINE STA:28+00
MATCHLINE STA:40+00
MATCHLINE STA:53+00MATCHLINE STA:66+00
MATCHLINE STA:40+00MATCHLINE STA:53+00
GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144www.GradyMinor.com Fort Myers: 239.690.4380040'80'20'SCALE: 1" = 40'040'80'20'SCALE: 1" = 40'040'80'20'SCALE: 1" = 40'W
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PHENDERSONCANAL ··············4.24.34.4MATCHLINE STA:16+00 - SEE SHEET 3
MATCHLINE STA:28+00 040'80'20'SCALE: 1" = 40'CITY GATEBLVD S·····4.1BECK BLVDKEY MAP
5.45.35.25.1MATCHLINE STA:78+00
MATCHLINE STA:91+00MATCHLINE STA:104+00MATCHLINE STA:111+00 - SEE SHEET 6MATCHLINE STA:91+00MATCHLINE STA:104+00
GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144www.GradyMinor.com Fort Myers: 239.690.4380040'80'20'SCALE: 1" = 40'040'80'20'SCALE: 1" = 40'040'80'20'SCALE: 1" = 40'FOREST GLEN BLVD··MATCHLINE STA:78+00
MATCHLINE STA:66+00 - SEE SHEET 4
040'80'20'SCALE: 1" = 40'·····KEY MAP··
6.16.26.3MATCHLINE STA:111+00
GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144www.GradyMinor.com Fort Myers: 239.690.4380040'80'20'SCALE: 1" = 40'····COLLIER BLVDCOLLIER BLVDCEDAR HAMMOCKMAINTENANCEFACILITY040'80'20'SCALE: 1" = 40'····040'80'20'SCALE: 1" = 40'CITY GATE BLVD SWHITE LAKE BLVD····WHITE LAKE BLVD····CITY GATE BLVD S ·····CITY GATE DR····MATCHLINE STA:7+10 - SEE BELOW LEFTMATCHLINE STA:7+10 - SEE ABOVE RIGHT····KEY MAP
MATCHLINE STA:6+50
GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144www.GradyMinor.com Fort Myers: 239.690.4380MATCHLINE STA:6+50 040'80'20'SCALE: 1" = 40'040'80'20'SCALE: 1" = 40'INCOME LANEWHITE LAKE BOULEVARDWHITE LAKE BOULEVARDSHAW BLVD·············KEY MAP7.27.1
MATCHLINE STA:12+00
GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144www.GradyMinor.com Fort Myers: 239.690.4380040'80'20'SCALE: 1" = 40'···MATCHLINE STA:12+00BECK BOULEVARDDAVIS BOULEVARDBECK BOULEVARDCOLLIER BOULEVARD040'80'20'SCALE: 1" = 40'·····STA:51+00 - SEE SHEET 4STA:53+50 - SEE SHEET 4·········KEY MAP8.18.2
GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144www.GradyMinor.com Fort Myers: 239.690.4380040'80'20'SCALE: 1" = 40'BUSINESS CIRCLE SCOLLIER BOULEVARDMATCHLINE STA:106+50MATCHLINE STA:106+50MATCHLINE STA:117+00
MATCHLINE STA:118+00
COLLIER BOULEVARDDAVIS BOULEVARD
WAL-MART ENTRANCEBUSINESS CIRCLE NCOLLIERBOULEVARD040'80'20'SCALE: 1" = 40'040'80'20'SCALE: 1" = 40'·····KEY MAP9.19.29.3