Agenda 06/13/2023 Item #16B7 (To approve Change Order for the design and replacement of a privacy wall and a directional U-turn lane on Vanderbilt Beach Road)16.B.7
06/13/2023
EXECUTIVE SUMMARY
Recommendation to approve Change Order No. 4 to Agreement No. 19-7494, "Design and Related Services
for Vanderbilt Beach Road Widening from east of U.S. 41 to east of Goodlette-Frank Road," with Jacobs
Engineering Group Inc., to design the replacement of a privacy wall and median modifications in a total not
to exceed amount of $78,928, and authorize the Chairman to sign the attached Change Order. (Project
60199).
OBJECTIVE: To approve a Change Order for the design of the replacement of a privacy wall and a directional U-
turn Lane on Vanderbilt Beach Road, which need arose during receipt of the 90% design phase plans.
CONSIDERATIONS: On February 25, 2020, the Board approved Agreement Number 19-7494 (Agenda Item
11C) for $1,058,378, with Jacobs Engineering Group Inc., for "Design and Related Services for Vanderbilt Beach
Road Widening from east of U.S. 41 to east of Goodlette-Frank Road" (the Project). In November of 2022, the
Project achieved the 90% design phase.
Change Order No. 4 addresses additional design items identified during the 90% submittal review process:
1. Replacement of an existing 8-foot-high County -owned privacy wall, located in the County right-of-
way, along the south side of Vanderbilt Beach Road ("VBR") going west from Goodlette-Frank Road,
approximately 2,800 feet in length, which is currently maintained by the Collier County Road
Maintenance Division. In 2017 Hurricane Irma damaged a 300-foot section of that wall and was already
planned to be replaced as part of this project. However, last fall Hurricane Ian further contributed to the
rapid deterioration of the remaining section, resulting in the need to replace the entire wall. The
replacement of the entire wall requires an additional design budget of $60,598. Including the design
into the current project will be less costly and more efficient than completing it as a separate project.
2. The full median opening at the intersection of Bay Laurel Drive (Pelican Marsh) and VBR is being
removed as part of the roadway widening design. A channelized median (prohibiting left turns) is the
preferred and safer design on a 6-lane roadway. As a result, a westbound U-Turn is needed within a
reasonable distance between Bay Laurel Drive and the signalized intersection of VBR and Goodlette-
Frank Road. Therefore, this change in design consists of adding a westbound U-Turn Lane on VBR just
east of the intersection with Goodlette-Frank Road. This requires an additional design budget of
$18,330.
The original design anticipated that U-turns would be available at the intersection of VBR and Goodlette-Frank
Road. Recent design changes eliminated this option due to the geometric layout of the intersection and
signalization requirements. During public outreach Pelican Marsh requested that we provide them with a U-turn in
advance of the intersection. The approval of attached Change Order No. 4 will allow for the requested additional
design for the privacy wall and U-turn lane to proceed.
FISCAL IMPACT: Funds are available within the Transportation Impact Fees Fund (3090), Project 60199 in the
amount of $18,330 and the Transportation Capital Fund (3081), Project 60130 in the amount of $60,598.
GROWTH MANAGEMENT IMPACT: This project is in accordance with the goals and objectives of the
Transportation Element of the Growth Management Plan.
LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for
Board approval. -SRT
RECOMMENDATION: That the Board approve Change Order No. 4, under Agreement No. 19-7494, "Design
and Related Services for Vanderbilt Beach Road Widening from east of U.S. 41 to east of Goodlette-Frank Road,"
with Jacobs Engineering Group Inc., to design the replacement of a privacy wall and median modifications in a
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16.B.7
06/13/2023
total not to exceed amount of $78,928, and authorize the Chairman to sign the attached Change Order. (Project
60199)
Prepared by Dennis F. McCoy, P.E., Project Manager III, Transportation Engineering Division, Transportation
Management Services Department
ATTACHMENT(S)
1. CO No 4 Jacobs 052023(PDF)
2. [LINKED] 22-8006 Contract Jacobs_VendorSigned_Reduced (PDF)
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COLLIER COUNTY
Board of County Commissioners
Item Number: 16.13.7
Doc ID: 25482
Item Summary: Recommendation to approve Change Order No. 4 to Agreement No. 19-7494, "Design and
Related Services for Vanderbilt Beach Road Widening from east of U.S. 41 to east of Goodlette-Frank Road," with
Jacobs Engineering Group Inc., to design the replacement of a privacy wall and median modifications in a total not
to exceed amount of $78,928, and authorize the Chairman to sign the attached Change Order. (Project 60199).
Meeting Date: 06/13/2023
Prepared by:
Title: Project Manager — Transportation Engineering
Name: Dennis McCoy
05/22/2023 3:26 PM
Submitted by:
Title: Division Director - Transportation Eng — Transportation Engineering
Name: Jay Ahmad
05/22/2023 3:26 PM
Approved By:
Review:
Transportation Engineering Marlene Messam Additional Reviewer
Transportation Engineering Jay Ahmad Additional Reviewer
Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper
Growth Management and Community Development Department Danielle Bates
Department
Growth Management and Community Development Department Lisa Taylor
Procurement Services Heather Yilmaz Additional Reviewer
Procurement Services Sue Zimmerman Additional Reviewer
Road Maintenance Marshal Miller Additional Reviewer
Transportation Management Operations Support Tara Castillo
Growth Management and Community Development Department Gene Shue
Transportation Management Services Department Trinity Scott
Procurement Services
County Attorney's Office
Office of Management and Budget
County Attorney's Office
Community & Human Services
Sandra Herrera
Procurement Director Review
Scott Teach
Level 2 Attorney Review
Debra Windsor
Level 3 OMB Gatekeeper Review
Jeffrey A. Klatzkow Level 3 County Attorney's Office Review
Maggie Lopez
Additional Reviewer
Completed 05/22/2023 5:15 PM
Completed 05/23/2023 7:52 AM
Completed 05/23/2023 12:26 PM
Transportation Management Services
Completed 05/24/2023 11:33 AM
Additional Reviewer Completed
05/25/2023 7:13 AM
Completed 05/25/2023 12:19 PM
Completed 05/25/2023 12:58 PM
Completed 05/25/2023 1:20 PM
Additional Reviewer Completed
05/26/2023 9:34 AM
Additional Reviewer Completed
05/26/2023 10:20 AM
Transportation Completed
05/26/2023 1:41 PM
Completed 05/29/2023 8:30 PM
Completed 05/31/2023 1:48 PM
Completed 05/31/2023 1:54 PM
Completed 05/31/2023 1:55 PM
Completed 05/31/2023 2:56 PM
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06/13/2023
County Manager's Office
Board of County Commissioners
Amy Patterson Level 4 County Manager Review
Geoffrey Willig Meeting Pending
Completed 06/06/2023 4:02 PM
06/13/2023 9:00 AM
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Procurement Services
CD 7£Y C[}Unty Change Order Form
® Contract Modification ❑ Work Order Modification
Contract #: 19-7494 Change #: 4 Purchase Order #: 4500202325 71 Project #: 60199
Jacobs Engineering Group Contractor/Firm Name: g g p Contract/Project: Vanderbilt Beach Road 6-Lane Widening
Project Manager Name: Dennis F. McCoy Division Name: Transportation Engineering Division
Original Contract/Work Order Amount
$
1,058,378.00
2/25/2020;11C
Original BCC Approval Date; Agenda Item #
Current BCC Approved Amount
$
1,541,042.00
2/14/2023,16A1
Last BCC Approval Date; Agenda Item #
Current Contract/Work Order Amount
$
1,541,042.00
8/4/2024
SAP Contract Expiration Date (Master)
Dollar Amount of this Change
$
78,928.00
53.06%
Total Change from Original Amount
Revised Contract/Work Order Total 1
$
1,619,970.001
5.12%
Change from Current BCC Approved Amount
Cumulative Changes 1
$
561, 592.00
5.12%
Change from Current Amount
Completion Date, Description of the Task(s) Change, and Rationale for the Change
Notice to Proceed 3/18/2020 'Original 9/9/2023 Last Approv 8/4/2024 Revised Date 8/4/2024
Date Completion Date Date (Includes this change)
# of Days Added Select Tasks ® Add new task(s) ❑ Delete task(s) ❑ Change task(s) ❑ Other
Provide a response to the following: 1.) detailed and specific explanation/rationale of the requested change(s) to the task(s) and / or
the additional days added (if requested); 2.) why this change was not included in the original contract; and, 3.) describe the impact
if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed.
Task1
1. There is an existing 8-foot high privacy wall along the south side of Vanderbilt Beach Road (VBR) going west from
Goodlette-Frank Road, approximately 2,800 feet in length, that needs replacement. This task will include the design to
remove and replace the existing wall with a new 8-foot high concrete privacy wall (post and panel system). The total budget
for Task I is $60,598.
2. The Collier County Road Maintenance Division maintains this wall and requested the replacement be included in this
project. A 300-foot section was damaged by Hurricane Irma in 2017 and was already planned to be replaced with this
project. However, Hurricane Ian in fall of 2022 contributed to the rapid deterioration of the remaining section, resulting in
the need to replace the entire wall.
3. If the change is not processed, the wall replacement will need to be completed as a separate project. Replacement of the
wall is less costly and more efficient if completed at the same time as the construction of the roadway widening project.
Task 2
1 The full median opening at the intersection of Bay Laurel Drive (Pelican Marsh) and VBR is being removed as part of the
roadway widening design. A channelized median (prohibiting left turns) is the preferred and safer design on a 6-lane roadway.
As a result, a westbound U-Turn is needed within a reasonable distance between Bay Laurel Drive and the signalized
intersection of VBR and Goodlette-Frank Road. Therefore, this change in design consists of adding a westbound U-Turn Lane
on VBR just east of the intersection with Goodlette Frank Road. The total budget for Task 2 is $18,330.
2 The original design anticipated that U-turns would be available at the intersection of VBR and Goodlette-Frank Road.
Recent design changes eliminated this option due to the geometric layout of the intersection and signalization requirements.
During public outreach Pelican Marsh requested that we provide them with a U-turn in advance of the intersection.
3 If this change is not approved, a signal -protected U-Turn at the intersection would have to be accommodated which would
negatively impact the traffic capacity at the intersection.
Prepared by:
M cCo , De„n I c Digitally signed by Mc4:31 -0 '0
�/ I I 1 ' J Date: 2023.05.11 13:54:31-04'00'
(Dennis F. McCoy, P.E. , Senior Project Manager , Transportation Engineering Division)
Date:
Acceptance of this Change Order shall constitute a modification to contract / work order identified above and will be subject to all the same
terms and conditions as contained in the contract / work order indicated above, as fully as if the same were stated in this acceptance. The
adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor / Vendor / Consultant /
Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs.
Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.)
PROCUREMENT USE ONLY
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Kenneth Digitally signed by Kenneth
Michael Wooten
Michael t ooten Date 2023.05.08130956
V
Accepted by:
-04'00'
(Ken Wooten, P.E., Jacobs Engineering Group)
Digitally signed Ay
Date: 2023.05.09 14:13:33:13:33
A h m a d J a
Approved by:
-04'00'
(Jay Ahmad, P.E., Director, Transportation Engineering Division)
Digitally signed by MillerMarshal
MillerMarshal Date: 2023.05.09 14:05 42
Approved by:
-04'00'
(Marshal Miller, Director, Road Maintainance Division)
Digitally signed by
ScottTrinity
ScottTrinity Date:2023.05.15
Approved by:
08:36:24-04'00'
(Trinity Scott, Department Head, Growth Management Department)
YilmazHeather Digitally signed byYilmazHeather
Approved by:
Date: 2023.05.19 09:05:02 -04'00'
(Sara Schneeberger, Procurement Strategist)
Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.)
Date:
Date:
Date:
Date:
Date:
PROCUREMENT USE ONLY
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ATTEST:
Crystal K. Kinzel, Clerk of Courts
& Comptroller
I0
Dated:
(SEAL)
Approved as to form and legality:
Scott R. Teach
Deputy County Attorney
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Rick LoCastro, Chairman
Revised: 01 /14/2021 (Divisions who may require additional signatures may include on separate sheet.)
PROCUREMENT USE ONLY
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Change Order/Amendment Summary
COST
TIME
CO#
AMD#
Description
Justification
Days
New
Additive (+)
Deductive (-)
Added
Amount
Added upsized stormwater
Stormwater Improvements were
crossing,additonal
included in this project so new
1
permitting requirements
$256,296
90
1360
roadway would not be
and supplemental field
reconstructed later. Permitting
testing for asphalt design
essential to project.
Added dual turn lane north
Best design options to relieve
2
to East and extended right
$129 956
240
1600
current and future traffic
turn lane east bound at
congestion.
intersection
Design and Post -Design
Best design option to complete
3
for relocation of ARV's and
$96,412.
0
1600
services and not delay
non- potable water line.
construction process
Design for replacement of
More cost efficient to include
Privacy wall and design of
with construction than to try to
4
a directional U-Turn
$78,928
0
replace as a separate
westboung on VBR east of
project. Improved traffic capacity.
Goodlette Franf Road.
Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.)
PROCUREMENT USE ONLY
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Jacobs
ATTACHMENT A
SCOPE OF SERVICES
For
Jacobs Engineering Group, Inc
5811 Pelican Bay Boulevard
Suite 305
Naples, FL 34108
Telephone: 239-431-9222
CHANGE ORDER NO.4
PRIVACY WALL DESIGN & VBR U-TURN LANE DESIGN
To
Vanderbilt Beach Road 6 Lane Widening Project (Contract 19-7494)
(East of US 41 to East of Goodlette Frank Road)
County Project No. 60199
Purchase Order: 4500202325
April 23, 2023
PART 1: OVERVIEW
Jacobs Engineering Inc. (CONSULTANT) has been requested and retained to provide additional
engineering services associated with Collier County Project No. 60199, Vanderbilt Beach Road
6-Lane Widening Project (East of US 41 to East of Goodlette Frank Road) (PROJECT).
These additional services are based upon a scope of work addition(s) requested by the Collier
County Growth Management Department, Transportation Engineering Division. The
required services will be incorporated into the Bid Plans Submittal.
The Additional Scope of Services addresses the following:
Task 1
Task 2
Vanderbilt Beach Road Privacy Wall Design: Design of privacy wall along the
south side of Vanderbilt Beach Roach. Approximately 2,800 feet (+/-) in length to
replace the existing failing wall.
Vanderbilt Beach Road Westbound U-Turn Lane: Design of a U-Turn Lane for
westbound Vanderbilt Beach Road to address stakeholder concerns and improve
traffic operations at the Goodlette-Frank Road Intersection.
The requested services are being performed under Contract 19-7494 and services are
subject to the Terms and Conditions of that Agreement.
This Change Order provides for the CONSULTANT'S services to be modified to add the
following Scope of Services to Collier County Project No. 60199:
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PART 2: SCOPE OF WORK
Task 1: Privacy all Design:
The existing 8-foot-high privacy wall which runs along the south side of Vanderbilt Beach
Road from approximately 600 feet west of the Goodlette-Frank Road Intersection to Strada
Place (a distance of approximately 2800 Feet), is in a state of disrepair and is failing in certain
areas. The wall requires replacement. This task will provide plans, specifications, structural
calculations, quantities and estimates to remove and replace the existing wall with a new 8-foot
concrete privacy wall (Post and panel wall system).
Services required include the following:
1. 1: Field Review and Data Gatherina — Site visit and documentation (Photos and field
measurements when applicable) of existing conditions and layout (Horizontal and Vertical
geometry) of existing 8-foot-high privacy wall. Existing drainage and utility infrastructure as
well as vegetation adjacent to wall will be documented.
1.2: Horizontal Alignment Evaluation — Set Alignment (Best Fit Options) — Evaluate the
existing horizontal alignment of the wall and prepare alternative for placement of new wall.
Note: It is assumed that the placement of the new wall will approximate the alignment of the
existing wall with minor modifications to better conforms to existing terrain and avoid impacts
to vegetation, drainage and utilities.
1 3: Vertical Alip-nment Evaluation — Set Alignment_ (Best Fit Options) - Evaluate the existing
vertical alignment of the wall and prepare alternative for placement of new wall. Note: It is
assumed that the elevation of the new wall will approximate the elevation of the existing wall
with minor modifications to better conforms to existing terrain.
1.4: Key Sheet a- Prepare Key Sheet for Privacy Wall plans.
1.5: General Notes and Summary of Pay Items Sheets (2) — Prepare a General Notes Sheet (1)
and Summary of Pay Items Sheet (1) for Privacy Wall
1.6: Typical Section Sheet (1) - Develop (1) New Typical Section Sheet for the Privacy Wall
Typical Sections and Details — (3) Wall Typical Sections are anticipated.
1.7: Plan and Profile Sheet(s) (5) - Develop (5) Plan and Profile Sheet defining the horizontal
and vertical profile of new 8-foot wall. Top of Wall Elevations will be shown as well as
approximated existing ground line and depth/diameter of footers for wall posts. It is assumed a
20 foot O.C. Post Spacing will be utilized for wall design.
1.8: Cross Sections — Prepare 30 Cross Sections for the new wall placement. Cross sections
will show Top of Wall elevation, existing ground, Post Footer depth and diameter.
1 9• Miscellaneous Details (Drainage Irrigation End Treatment Contractor Access) — Details
will be prepared showing resolution of Drainage, Utility, Vegetation, irrigation impacts (as
applicable). Access to proposed privacy wall alignment shall be indicated on Detail Sheet.
1.10: Right-of-Entrry (ROE) Exhibit — A ROE Exhibit will be prepared which shows proposed
construction limits/zone and anticipated access to wall location along the north and south sides
of the wall. Access from the south side of the wall will require a Right -of -Entry from the
adjacent development. Coordination will the Development and Costs associated with ROE
Agreement (if applicable) will be the responsibility of the County.
QA0
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1.11: Structural Calculations, Quantities and Cost Estimates- Structural Calculations (as
applicable) for the new Privacy Wall will be prepared and documented for the Privacy Wall
Design. Note: Contractor will be responsible for preparing and furnishing Shop Drawings for
the new wall (including Structural Calculations). This requirement will be included in the
Project Specifications (Exhibit I).
Quantities and Cost Estimates will be prepared for Privacy Wall components.
1.12: Proiect Management - OA/OC (Plans/Details/Calculations) - Provide project
management and perform general coordination with County staff (Including Landscape
Department). Provide QA/QC for all Plans and Calculations associated with Privacy Wall.
Expenses:
Survey: Data will be obtained for existing wall horizontal location and to determine elevation
of Top of Wall.
Geotechnical: Hand Augers will be taken periodically along the wall alignment and Data will
be obtained to document existing soil conditions along the proposed alignment of the new wall.
Task 2: Vanderbilt Beach Road Westbound U-Turn Lane
Design of Westbound U-Turn Lane (Directional Median Opening (westbound only) for
westbound Vanderbilt Beach Road just east of the Goodlette Frank Road Intersection. The U-
Turn lane is being added to the design to address stakeholder concerns and improve traffic
operations at the Goodlette-Frank Road Intersection.
Services required include the following:
2. 1: Drainage Map — Modify Drainage Map Sheet (1) to reflect new turn lane and associated
impervious drainage areas. (Calculate Impervious/Pervious Area changes, revise Callouts etc.).
2.2: Typical Sections - Develop (1) New Typical Section for the section of Vanderbilt Beach
Road adjacent to the new U-Turn Lane.
Note: Median Width Varies, Segment is within Superelevated section of roadway.
2.3: Sumniga of Drainage Structures - Add the two (2) New Structures (Flanking S 19) and
associated data to the Summary Sheet
2.4: Plan and Profile Sheet (1) — Revise existing Plan and Profile Sheet to reflect the addition
of a westbound U-Turn Lane just prior to Goodlett-Frank Road Intersection. Coordination with
Traffic Operations Department will be required to obtain approval for proposed location prior
to design beginning.
Note: Due to wider median width at proposed U-turn location and proximity to adjacent
Conservation Area along the south side of Vanderbilt Beach Road, no associated U-Turn "bulb
out" will be designed at this location.
2.5: Intersection Detail Sheet (1) — Intersection Detail Sheet will be prepared to reflect the
addition of a westbound U-Turn Lane just prior to Goodlett-Frank Road Intersection.
Intersection Detail Sheet will show proposed grades within the median at required intervals to
reflect design intent and provide proper slopes.
Note: Median Width Varies, Segment is within Superelevated section of roadway.
2.6: Drainage Structure Sheet (1) - Develop (2) New Drainage Structure Cross Sections for the
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new required facilities and display on (1) New Sheet.
2.7: Cross Sections — Modify (4) Cross Sections to reflect new U-Turn lane addition.
2.8: Traffic Control Plans - Revise (2) MOT Plan Sheets to show revised Design in Phase I and
Phase II MOT Plans
2.9: Signing and Pavement Marking —Revise (1) Sheet to show revised Design. Modify
Quantity Tables.
2.10: Quantities/Cost Estimate - Revisions to Quantities and Cost Estimate will be made to
reflect modifications to the design and incorporate the new U-Turn Lane.
2.11: Drainage Calculations — Drainage Calculations will be prepared/performed to document
new spread at each of the (2) new Inlets and S 19 due to additional impervious area.
2.12: Project Management - QA/QC (Plans/Details/Calculations) - Provide project
management and perform general coordination with County staff (Including Traffic Operations
Department). Provide QA/QC for all Plans and Calculations associated with new U-Turn Lane.
PART 3: EXCLUSIONS/ASSUMPTIONS:
The following tasks are not included in the Scope of Work for this Change Order:
1) Services other than those specifically listed above.
2) ROE Acquisition Costs (COUNTY Responsibility)
3) ROW Maps, Title Searches are not included.
PART 4: PROJECT SCHEDULE:
Modification to Project Schedule
Note: Changes to Overall Project Schedule will not be required.
Project Bid Plan Milestone Delivery Schedule will require modification. Schedule change
is required due to allow sufficient time for delivery of design.
COUNTY and CONSULTANT shall meet to determine required schedule modifications
and establish a new milestone date once NTP of Change Order No. 4 is delivered.
PART 5: COMPENSATION:
An estimated budget to be utilized for the above tasks has been established and is shown as
Attachment A — Manhour and Cost Estimate Summary. A man-hour estimate for the above
Scope of Services has been prepared for the sole purpose of establishing the maximum upset
limit for this Task Work Order not to exceed $78,928.00
• The COUNTY will compensate the CONSULTANT a fee of $78,928.00 for
TASK(S) 1 and 2 and Expenses on a LUMP SUM Basis
The hourly labor rates shown for staff reflect the Rate Schedule agreed upon and match those
recently approved under Contract 19-7494.
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ATTACHMENT A - MANHOUR AND COST SUMMARY MINIATP.
VANDERBILT BEACH ROAD 6 LANE WIDENING (F a of US JI l9 F- u1`0-11 lie Pn11k R-J)
CIIANGE ORDER NO.J - Pfl-q WWI IkWM. v1M S'BE 1'-Tun Iane IMnitn
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Packet Pg. 663
SOCOTEC
April 23, 2023
JACOBS
Attn: Mr. Bill Gramer, P.E.
5801 Pelican Bay Boulevard, Suite 505
Naples, FL 34108
Phone: 239.431.9216
Email: Bill.Gramer@jacobs.com
Subject: Expansion of Scope — Shallow Hand Augers along Sound Wall (West Section)
VANDERBILT BEACH ROAD 6-LANE WIDENING (CR 862)
FROM US 41 TO AIRPORT -PULLING ROAD
Naples, Collier County, Florida 34108
Socotec Consulting Inc. Project Number 564-025.01
Socotec Consulting, Inc. (SOCOTEC) is presenting this Expansion of Scope proposal to address
the latest request regarding the sound wall in place along the western portion of the project. The
soundwall is present along the south side of the road beginning at Strada Place in the west and
extending to near Goodlette Frank Road for a distance of about 3,000 feet.
You have requested that we complete a series of hand augers along the wall at a spacing of about
250 feet. Soils will be collected, identified, and subjected to selected lab testing. Results of our
testing will be presented in our final report along with the other work we are currently completing.
We propose to complete these services for a lump sum fee of $3,500.
We appreciate working with you as your geotechnical consultant and look forward to working with
you on the remainder of this project. Please contact us when we may be of further assistance, or
if you have any questions regarding this report.
Sincerely,
SOCOTEC CONSULTING, INC.
St"e.-IV. Rand
Steve M. Rancier, E.I.
Project Engineer
Distribution: 1 — Addressee (via e-mail),
l2�c�w,? L -6q-
Richard P. Lundberg, P.E.
Senior Principal Engineer
1 — File
www.Socotec.us
C1 o
Packet Pg. 664
16.B.7.a
ENGINEERING
April 23, 2023
Mr. Bill Gramer, P.E., AICP
Jacobs Engineering Group
5801 Pelican Bay Boulevard Suite 505
Naples Florida, 34108
SIN
Re: Change Order No. 4 for Vanderbilt Beach Road 6 Lane Widening Additional Existing Wall
Support Services
Dear Mr. Gramer:
Please accept this letter as our Change Order No. 4 proposal to provide Jacobs Engineering Group
(CONSULTANT) with an additional top of existing wall survey in support of the wall replacement design for
the above reference project. The assumed wall limits are defined as the existing wall on the south side of
Vanderbilt Beach Road (C.R. 862), between U.S. 41 to Goodlette-Frank Road, within existing Collier County
maintained right-of-way.
OVERVIEW
JOHNSON ENGINEERING (SUB -CONSULTANT) CHANGE ORDER NO. 4 SCOPE OF SERVICES:
Task 1— Additional Existing Wall Topographic Survey Support Services
SUB -CONSULTANT shall obtain existing top of wall elevations for an approximately 2,700 LF existing wall
on the south side of Vanderbilt Beach Road (C.R. 862) between U.S. 41 to Goodlette-Frank Road within existing
Collier County maintained right-of-way. Elevations will be obtained at 100-foot approximate intervals, or at
locations where wall the existing wall alignment changes, as deemed applicable by SUB -CONSULTANT.
Horizontal data will be in feet and shall be projected on the Florida State Plane Coordinate System, East Zone,
NAD83(2011). Vertical data will be in feet and shall be referenced to the North American Vertical Datum of
1988 (NAVD88). The topographic survey data will be provided in a MicroStation file. No additional survey is
included in this scope of services.
Task 1 Fee: $3,500 (LUMP SUM)
FEE SUMMARY TABLE
Task
Description
Fee Type
Fee Amount
1
Additional Existing Wall Topographic Survey Support
Lump Sum
$3,500.00
Services
Total
Lump Sum
$3,500.00
Thank you for the opportunity to provide professional services for this project. We sincerely appreciate this
opportunity and look forward to working with you.
Sincerely,
JOHNSON ENGINEERING, INC.
Aj
7-IU44�
Joshua J. Hildebrand, P.E., PTOE
2350 Stanford Court . Naples, Florida 34112
(239) 434-0333 . Fax (239) 434-9320 CA O
Packet Pg. 665
PROFESSIONAL SERVICES AGREEMENT
Contract # 22-8006
for
Desian Services for Wilson Blvd Wideni
THIS AGREEMENT is made and entered into this day of , 20 23 by and
between the Board of County Commissioners for Collier County, Florida, a political subdivision of the
State of Florida (hereinafter referred to as the "COUNTY") and
JACOBS ENGINEERING GROUP INC. authorized to
do business in the State of Florida, whose business address is
6312 S. Fiddler's Green Circle, Suite 300N, Greenwood Village, CO 80111 (hereinafter
referred to as the "CONSULTANT" and/or "CONTRACTOR")
WITNESSETH:
WHEREAS, the COUNTY desires to obtain the professional services of the CONSULTANT
concerning Design Services for Wilson Blvd Widening
(hereinafter referred to as the "Project"), said services in
accordance with the provisions of Section 287.055, Florida Statutes being more fully described in
Schedule A, "Scope of Services", which is attached hereto and incorporated herein;
WHEREAS, the CONSULTANT has submitted a proposal for provision of those services; and;
WHEREAS, the CONSULTANT represents that it has expertise in the type of professional
services that will be required for the Project.
NOW, THEREFORE, in consideration of the mutual covenants and provisions contained
herein, the parties hereto agree as follows:
ARTICLE ONE
CONSULTANT'S RESPONSIBILITY
1.1. CONSULTANT shall provide to COUNTY professional services in all phases of the Project to
which this Agreement applies.
1.2. The Basic Services to be performed by CONSULTANT hereunder are set forth in the Scope of
Services described in detail in Schedule A. The total compensation to be paid CONSULTANT by the
COUNTY for all Basic Services is set forth in Article Five and Schedule B, "Basis of Compensation",
which is attached hereto and incorporated herein.
1.3. The CONSULTANT agrees to obtain and maintain throughout the period of this Agreement all
such licenses as are required to do business in the State of Florida and in Collier County, Florida,
including, but not limited to, all licenses required by the respective state boards and other
governmental agencies responsible for regulating and licensing the professional services to be
provided and performed by the CONSULTANT pursuant to this Agreement.
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1.4. The CONSULTANT agrees that, when the services to be provided hereunder relate to a
professional service which, under Florida Statutes, requires a license, certificate of authorization or
other form of legal entitlement to practice such services, it shall employ and/or retain only qualified
personnel to provide such services to the COUNTY.
1.5. CONSULTANT designates Bill Gramer, PE, AICP a qualified licensed
professional to serve as the CONSULTANT's project coordinator (hereinafter referred to as the
"Project Coordinator"), The Project Coordinator is authorized and responsible to act on behalf of the
CONSULTANT with respect to directing, coordinating and administering all aspects of the services to
be provided and performed under this Agreement. Further, the Project Coordinator has full authority
to bind and obligate the CONSULTANT on all matters arising out of or relating to this Agreement. The
CONSULTANT agrees that the Project Coordinator shall devote whatever time is required to
satisfactorily manage the services to be provided and performed by the CONSULTANT hereunder.
The Project Coordinator shall not be removed by CONSULTANT from the Project without the
COUNTY's prior written approval, and if so removed must be immediately replaced with a person
acceptable to the COUNTY.
1.6. CONSULTANT agrees, within fourteen (14) calendar days of receipt of a written request from
the COUNTY to promptly remove and replace the Project Coordinator, or any other personnel
employed or retained by the CONSULTANT, or any subconsultants or subcontractors or any
personnel of any such subconsultants or subcontractors engaged by the CONSULTANT to provide
and perform services or work pursuant to the requirements of this Agreement, said request may be
made with or without cause. Any personnel so removed must be immediately replaced with a person
acceptable to the COUNTY.
1.7. The CONSULTANT represents to the COUNTY that it has expertise in the type of professional
services that will be performed pursuant to this Agreement and has extensive experience with projects
similar to the Project required hereunder. The CONSULTANT agrees that all services to be provided
by CONSULTANT pursuant to this Agreement shall be subject to the COUNTY's review and approval
and shall be in accordance with the generally accepted standards of professional practice in the State
of Florida, as well as in accordance with all applicable laws, statutes, including but not limited to
ordinances, codes, rules, regulations and requirements of any governmental agencies, and the Florida
Building Code where applicable, which regulate or have jurisdiction over the Services to be provided
and performed by CONSULTANT hereunder, the Local Government Prompt Payment Act (218.735
and 218.76 F.S.), as amended, and the Florida Public Records Law Chapter 119, including specifically
those contractual requirements at F.S. § 119.0701(2)(a)-(b) as stated as follows:
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF
CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE
PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN
OF PUBLIC RECORDS AT:
Communications, Government and Public Affairs Division
3299 Tamiami Trail East, Suite 102
Naples, FL 34112-5746
Telephone: (239) 252-8999
Email: PubiicRecord Reg uest(-colIiercountyfl.gov
The Contractor must specifically comply with the Florida Public Records Law to:
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PSA_CCNA Single Project Agreeinem [2022_ver.II
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1. Keep and maintain public records required by the public agency to perform the service.
2. Upon request from the public agency's custodian of public records, provide the public
agency with a copy of the requested records or allow the records to be inspected or
copied within a reasonable time at a cost that does not exceed the cost provided in this
chapter or as otherwise provided by law.
3. Ensure that public records that are exempt or confidential and exempt from public
records disclosure requirements are not disclosed except as authorized by law for the
duration of the contract term and following completion of the contract if the Contractor
does not transfer the records to the public agency.
4. Upon completion of the contract, transfer, at no cost, to the public agency all public
records in possession of the Contractor or keep and maintain public records required
by the public agency to perform the service. If the Contractor transfers all public records
to the public agency upon completion of the contract, the Contractor shall destroy any
duplicate public records that are exempt or confidential and exempt from public records
disclosure requirements. If the Contractor keeps and maintains public records upon
completion of the contract, the Contractor shall meet all applicable requirements for
retaining public records. All records stored electronically must be provided to the public
agency, upon request from the public agency's custodian of public records, in a format
that is compatible with the information technology systems of the public agency.
If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify
the County in writing. Failure by the Contractor to comply with the laws referenced herein shall
constitute a breach of this Agreement and the County shall have the discretion to unilaterally terminate
this Agreement immediately.
1.8. In the event of any conflicts in these requirements, the CONSULTANT shall notify the COUNTY
of such conflict and utilize its best professional judgment to advise the COUNTY regarding resolution
of each such conflict. The COUNTYS approval of the design documents in no way relieves
CONSULTANT of its obligation to deliver complete and accurate documents necessary for successful
construction of the Project.
1.9. The COUNTY reserves the right to deduct portions of the (monthly) invoiced (task) amount for
the following: Tasks not completed within the expressed time frame, including required deliverables,
incomplete and/or deficient documents, failure to comply with local, state and/or federal requirements
and/or codes and ordinances applicable to CONSULTANT's performance of the work as related to
the project. This list is not deemed to be all-inclusive, and the COUNTY reserves the right to make
sole determination regarding deductions. After notification of deficiency, if the CONSULANT fails to
correct the deficiency within the specified timeframe, these funds would be forfeited by the
CONSULTANT. The COUNTY may also deduct or charge the CONSULTANT for services and/or
items necessary to correct the deficiencies directly related to the CONSULTANT's non-performance
whether or not the COUNTY obtained substitute performance.
1.10. CONSULTANT agrees not to divulge, furnish or make available to any third person, firm or
organization, without the COUNTY's prior written consent, or unless incident to the proper
performance of the CONSULTANT'S obligations hereunder, or in the course of judicial or legislative
proceedings where such information has been properly subpoenaed, any non-public information
concerning the services to be rendered by CONSULTANT hereunder, and CONSULTANT shall
require all of its employees, agents, subconsultants and subcontractors to comply with the provisions
of this paragraph. CONSULTANT shall provide the COUNTY prompt written notice of any such
subpoenas,
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PSA CCNA Single Project Agreement {2022_ver.1]
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1.11. As directed by the COUNTY, all plans and drawings referencing a specific geographic area
must be submitted in an AutoCAD DWG or MicroStation DGN format on a CD or DVD, drawn in the
Florida State Plane East (US Feet) Coordinate System (NAD 83/90). The drawings should either
reference specific established Survey Monumentation, such as Certified Section Corners (Half or
Quarter Sections are also acceptable), or when implemented, derived from the RTK (Real -Time
Kinematic) GPS Network as provided by the COUNTY. Information layers shall have common naming
conventions (i.e. right-of-way - ROW, centerlines - CL, edge -of -pavement - EOP, etc.), and adhere to
industry standard CAD specifications.
ARTICLE TWO
ADDITIONAL SERVICES OF CONSULTANT
2.1. If authorized in writing by the COUNTY through a Change Order or Amendment to this
Agreement, CONSULTANT shall furnish or obtain from others Additional Services of the types listed
in Article Two herein. The agreed upon scope, compensation and schedule for Additional Services
shall be set forth in the Change Order or Amendment authorizing those Additional Services. With
respect to the individuals with authority to authorize Additional Services under this Agreement, such
authority will be as established in the COUNTY's Procurement Ordinance and Procedures in effect at
the time such services are authorized. These services will be paid for by the COUNTY as indicated
in Article Five and Schedule B. Except in an emergency endangering life or property, any Additional
Services must be approved in writing via a Change Order or an Amendment to this Agreement prior
to starting such services. The COUNTY will not be responsible for the costs of Additional Services
commenced without such express prior written approval. Failure to obtain such prior written approval
for Additional Services will be deemed; (i) a waiver of any claim by CONSULTANT for such Additional
Services and (ii) an admission by CONSULTANT that such Work is not additional but rather a part of
the Basic Services required of CONSULTANT hereunder. if the COUNTY determines that a change
in the Agreement is required because of the action taken by CONSULTANT in response to an
emergency, an Amendment shall be issued to document the consequences of the changes or
variations, provided that CONSULTANT has delivered written notice to the COUNTY of the emergency
within forty-eight (48) hours from when CONSULTANT knew or should have known of its occurrence.
Failure to provide the forty-eight (48) hour written notice noted above, waives CONSULTANT's right
it otherwise may have had to seek an adjustment to its compensation or time of performance under
this Agreement. The following services, if not otherwise specified in Schedule A as part of Basic
Services, shall be Additional Services:
2.1.1 Preparation of applications and supporting documents (except those already to be
furnished under this Agreement) for private or governmental grants, loans, bond issues or advances
in connection with the Project.
2.1,2 Services resulting from significant changes in the general scope, extent or character of
the Project or its design including, but not limited to, changes in size, complexity, the COUNTY's
schedule or character of construction; and revising studies, reports, design documents or Contract
Documents previously accepted by the COUNTY when such revisions are required by changes in
laws, rules, regulations, ordinances, codes or orders enacted subsequent to and not reasonably
anticipated prior to the preparation of such studies, reports or documents, or are due to any other
causes beyond CONSULTANT's control and fault.
2.1.3 Providing renderings or models for the COUNTY's use.
Page 4 of 30
PSA_CCNA Single Projeci Agreement [2022_ver.I ]
C At]
2.1 A Investigations and studies involving detailed consideration of operations, maintenance
and overhead expenses; the preparation of feasibility studies, cash flow and economic evaluations,
rate schedules and appraisals; and evaluating processes available for licensing and assisting the
COUNTY in obtaining such process licensing.
2.1.5 Furnishing services of independent professional associates and consultants for other
than the Basic Services to be provided by CONSULTANT hereunder.
2.1.6 Services during travel outside of Collier and Lee Counties required of CONSULTANT
and directed by the COUNTY, other than visits to the Project site or the COUNTY's office.
2.1.7 Preparation of operating, maintenance and staffing manuals, except as otherwise
provided for herein.
2.1.8 Preparing to serve or serving as a CONSULTANT or witness for the COUNTY in any
litigation, or other legal or administrative proceeding, involving the Project (except for assistance in
consultations which are included as part of the Basic Services to be provided herein).
2.1.9 Additional services rendered by CONSULTANT in connection with the Project, not
otherwise provided for in this Agreement or not customarily furnished in Collier County as part of the
Basic Services in accordance with generally accepted professional practice.
ARTICLE THREE
THE COUNTY'S RESPONSIBILITIES
3.1. The COUNTY shall designate in writing a project manager to act as the COUNTY's
representative with respect to the services to be rendered under this Agreement (hereinafter referred
to as the "Project Manager"). The Project Manager shall have authority to transmit instructions,
receive information, interpret and define the COUNTY's policies and decisions with respect to
CONSULTANT's services for the Project. However, the Project Manager is not authorized to issue
any verbal or written orders or instructions to the CONSULTANT that would have the effect, or be
interpreted to have the effect, of modifying or changing in any way whatever:
a. The scope of services to be provided and performed by the CONSULTANT hereunder;
b. The time the CONSULTANT is obligated to commence and complete all such services; or
c. The amount of compensation the COUNTY is obligated or committed to pay the
CONSULTANT.
3.2. The Project Manager shall:
a. Review and make appropriate recommendations on all requests submitted by the
CONSULTANT for payment for services and work provided and performed in accordance
with this Agreement;
b. Provide all criteria and information requested by CONSULTANT as to the COUNTY 's
requirements for the Project, including design objectives and constraints, space, capacity
and performance requirements, flexibility and expandability, and any budgetary limitations;
c. Upon request from CONSULTANT, assist CONSULTANT by placing at CONSULTANT's
disposal all available information in the COUNTY's possession pertinent to the Project,
including existing drawings, specifications, shop drawings, product literature, previous
reports and any other data relative to the Project;
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PSA_CCNA Single Project Agreement [2022_ver.I ]
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d. Arrange for access to and make all provisions for CONSULTANT to enter the Project site
to perform the services to be provided by CONSULTANT under this Agreement; and
e. Provide notice to CONSULTANT of any deficiencies or defects discovered by the COUNTY
with respect to the services to be rendered by CONSULTANT hereunder.
ARTICLE FOUR
TIME
4.1. Services to be rendered by CONSULTANT shall be commenced subsequent to the execution
of this Agreement upon written Notice to Proceed from the COUNTY for all or any designated portion
of the Project and shall be performed and completed in accordance with the Project Milestone
Schedule attached hereto and made a part hereof as Schedule C. Time is of the essence with respect
to the performance of this Agreement.
4.2. Should CONSULTANT be obstructed or delayed in the prosecution or completion of its
services as a result of unforeseeable causes beyond the control of CONSULTANT, and not due to its
own fault or neglect, including but not restricted to acts of nature or of public enemy, acts of
government or of the COUNTY, fires, floods, epidemics, quarantine regulations, strikes or lock -outs,
then CONSULTANT shall notify the COUNTY in writing within five (5) working days after
commencement of such delay, stating the specific cause or causes thereof, or be deemed to have
waived any right which CONSULTANT may have had to request a time extension for that specific
delay.
4.3. No interruption, interference, inefficiency, suspension or delay in the commencement or
progress of CONSULTANT's services from any cause whatsoever, including those for which the
COUNTY may be responsible in whole or in part, shall relieve CONSULTANT of its duty to perform or
give rise to any right to damages or additional compensation from the COUNTY. CONSULTANT's
sole remedy against the COUNTY will be the right to seek an extension of time to its schedule
provided, however, the granting of any such time extension shall not be a condition precedent to the
aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for
early completion, as well as claims based on late completion. Provided, however, if through no fault
or neglect of CONSULTANT, the services to be provided hereunder have been delayed for a total of
180 calendar days, CONSULTANT's compensation shall be equitably adjusted, with respect to those
services that have not yet been performed, to reflect the incremental increase in costs experienced
by CONSULTANT, if any, as a result of such delays.
4.4. Should the CONSULTANT fail to commence, provide, perform or complete any of the services
to be provided hereunder in a timely manner, in addition to any other rights or remedies available to
the COUNTY hereunder, the COUNTY at its sole discretion and option may withhold any and all
payments due and owing to the CONSULTANT until such time as the CONSULTANT resumes
performance of its obligations hereunder in such a manner so as to reasonably establish to the
COUNTY's satisfaction that the CONSULTANT's performance is or will shortly be back on schedule.
4.5. In no event shall any approval by the COUNTY authorizing CONSULTANT to continue
performing Work under this Agreement or any payment issued by the COUNTY to CONSULTANT be
deemed a waiver of any right or claim the COUNTY may have against CONSULTANT for delay or
any other damages hereunder.
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PSA_CCNA Single Project Agreement [2022_ver.I J
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ARTICLE FIVE
COMPENSATION
5.1. Compensation and the manner of payment of such compensation by the COUNTY for services
rendered hereunder by CONSULTANT shall be as prescribed in Schedule B, entitled "Basis of
Compensation", which is attached hereto and made a part hereof. The Project Manager, or designee,
reserves the right to utilize any of the following Price Methodologies:
Lump Sum (Fixed Price): A firm fixed total price offering for a project; the risks are transferred
from the COUNTY to the CONSULTANT; and, as a business practice there are no hourly or material
invoices presented, rather, the CONSULTANT must perform to the satisfaction of the COUNTY's
Project Manager before payment for the fixed price contract is authorized.
Time and Materials: The COUNTY agrees to pay the contractor for the amount of labor time
spent by the CONSULTANT's employees and subcontractors to perform the work (number of hours
times hourly rate), and for materials and equipment used in the project (cost of materials plus the
contractor's mark-up). This methodology is generally used in projects in which it is not possible to
accurately estimate the size of the project, or when it is expected that the project requirements would
most likely change. As a general business practice, these contracts include back-up documentation
of costs; invoices would include number of hours worked and billing rate by position (and not company
(or subcontractor) timekeeping or payroll records), material or equipment invoices, and other
reimbursable documentation for the project.
5.2. The hourly rates as set forth and identified in Schedule B, which is attached hereto, shall apply
only to tasks procured under the Time and Materials pricing methodology specified in paragraph 5.1
❑ i�r�n}_�„oded: Ytf�iYtVi� tes-Fatesset forth o 'nh in ttaGh
above. �„ .. J . " o-�,wand-+der�ti#ied-ira--Selaed�le-�wh��,�-a�,�
h u �,
ARTICLE SIX
THE OWNERSHIP OF DOCUMENTS
6.1. Upon the completion or termination of this Agreement, as directed by the COUNTY,
CONSULTANT shall deliver to the COUNTY copies or originals of all records, documents, drawings,
notes, tracings, plans, MicroStation or AutoCAD files, specifications, maps, evaluations, reports and
other technical data, other than working papers, prepared or developed by or for CONSULTANT under
this Agreement ("Project Documents"), The COUNTY shall specify whether the originals or copies of
such Project Documents are to be delivered by CONSULTANT. CONSULTANT shall be solely
responsible for all costs associated with delivering to the COUNTY the Project Documents.
CONSULTANT, at its own expense, may retain copies of the Project Documents for its files and
internal use.
6.2. Notwithstanding anything in this Agreement to the contrary and without requiring the COUNTY
to pay any additional compensation, CONSULTANT hereby grants to the COUNTY a nonexclusive,
irrevocable license in all of the Project Documents for the COUNTY's use on this Project.
CONSULTANT warrants to the COUNTY that it has full right and authority to grant this license to the
COUNTY. Further, CONSULTANT consents to the COUNTY's use of the Project Documents to
complete the Project following CONSULTANT's termination for any reason or to perform additions to
or remodeling, replacement or renovations of the Project. CONSULTANT also acknowledges the
COUNTY may be making Project Documents available for review and information to various third
parties and hereby consents to such use by the COUNTY.
Page 7 of 34
PSA_CCNA Single Project Agreement (2022_vu.11
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ARTICLE SEVEN
MAINTENANCE OF RECORDS
7.1. CONSULTANT will keep adequate records and supporting documentation which concern or
reflect its services hereunder. The records and documentation will be retained by CONSULTANT for
a minimum of five (5) years from (a) the date of termination of this Agreement or (b) the date the
Project is completed, whichever is later, or such later date as may be required by law. The COUNTY,
or any duly authorized agents or representatives of the COUNTY, shall, free of charge, have the right
to audit, inspect and copy all such records and documentation as often as they deem necessary during
the period of this Agreement and during the five (5) year period noted above, or such later date as
may be required by law; provided, however, such activity shall be conducted only during normal
business hours.
ARTICLE EIGHT
INDEMNIFICATION
8.1. To the maximum extent permitted by Florida law, CONSULTANT shall indemnify and hold
harmless the COUNTY, its officers and employees from any and all liabilities, damages, losses and
costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent
caused by the negligence, recklessness, or intentionally wrongful conduct of CONSULTANT or
anyone employed or utilized by the CONSULTANT in the performance of this Agreement. This
indemnification obligation shall not be construed to negate, abridge or reduce any other rights or
remedies which otherwise may be available to an indemnified party or person described in this
paragraph 8.1.
8.2. To the extent that the Agreement that the work pertains to a "Professional Services
Contract" as defined in Section 725.08(3), Florida Statutes, and the CONSULTANT is a "Design
Professional" as defined in Section 725.08(4), Florida Statutes, the indemnification provided herein
shall be limited as provided in Sections 725.08(1) & (2), Florida Statutes.
ARTICLE NINE
INSURANCE
9.1. CONSULTANT shall obtain and carry, at all times during its performance under the Contract
Documents, insurance of the types and in the amounts set forth in SCHEDULE D to this Agreement.
9.2. All insurance shall be from responsible companies duly authorized to do business in the State
of Florida.
9.3. All insurance policies required by this Agreement shall include the following provisions and
conditions by endorsement to the policies:
9.3.1. All insurance policies, other than the Business Automobile policy, Professional Liability
policy, and the Workers Compensation policy, provided by CONSULTANT to meet the
requirements of this Agreement shall name Collier County Board of County Commissioners,
OR, Board of County Commissioners in Collier County, OR, Collier County Government, as an
additional insured as to the operations of CONSULTANT under this Agreement and shall
contain a severability of interests' provisions.
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9.3.2. Companies issuing the insurance policy or policies shall have no recourse against the
COUNTY for payment of premiums or assessments for any deductibles which all are at the
sole responsibility and risk of CONSULTANT.
9.3.3. All insurance coverage of CONSULTANT shall be primary to any insurance or self-
insurance program carried by the COUNTY applicable to this Project, and the "Other
Insurance" provisions of any policies obtained by CONSULTANT shall not apply to any
insurance or self-insurance program carried by the COUNTY applicable to this Project.
9.3.4. The Certificates of Insurance must read: For any and all work performed on behalf
of Collier County, or reference this contract number.
9.3.5. All insurance policies shall be fully performable in Collier County, Florida, and shall be
construed in accordance with the laws of the State of Florida.
9.4. CONSULTANT, its subconsultants and the COUNTY shall waive all rights against each other
for damages covered by insurance to the extent insurance proceeds are paid and received by the
COUNTY, except such rights as they may have to the proceeds of such insurance held by any of
them.
9.5. All insurance companies from whom CONSULTANT obtains the insurance policies required
hereunder must meet the following minimum requirements:
9.5.1. The insurance company must be duly licensed and authorized by the Department of
Insurance of the State of Florida to transact the appropriate insurance business in the State of
Florida.
9.5.2. The insurance company must have a current A. M. Best financial rating of "Class VI" or
higher.
ARTICLE TEN
SERVICES BY CONSULTANT'S OWN STAFF
10.1. The services to be performed hereunder shall be performed by CONSULTANT's own staff,
unless otherwise authorized in writing by the COUNTY. The employment of, contract with, or use of
the services of any other person or firm by CONSULTANT, as independent consultant or otherwise,
shall be subject to the prior written approval of the COUNTY. No provision of this Agreement shall,
however, be construed as constituting an agreement between the COUNTY and any such other
person or firm. Nor shall anything in this Agreement be deemed to give any such party or any third
party any claim or right of action against the COUNTY beyond such as may then otherwise exist
without regard to this Agreement.
10.2. Attached as Schedule F is a listing of all key personnel CONSULTANT intends to assign to the
Project to perform the Services required hereunder. Such personnel shall be committed to this Project
in accordance with the percentages noted in Schedule F. All personnel, identified in Schedule F shall
not be removed or replaced without the COUNTY's prior written consent.
10.3. CONSULTANT is liable for all the acts or omissions of its subconsultants or subcontractors.
By appropriate written agreement, the CONSULTANT shall require each subconsultant or
subcontractor, to the extent of the Services to be performed by the subconsultant or subcontractor, to
be bound to the CONSULTANT by the terms of this Agreement, and to assume toward the
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CONSULTANT all the obligations and responsibilities which the CONSULTANT, by this Agreement,
assumes toward the COUNTY. Each subconsultant or subcontract agreement shall preserve and
protect the rights of the COUNTY under this Agreement with respect to the Services to be performed
by the subconsultant or subcontractor so that the sub consulting or subcontracting thereof will not
prejudice such rights. Where appropriate, the CONSULTANT shall require each subconsultant or
subcontractor to enter into similar agreements with its sub-subconsultants or sub -subcontractors.
10.4. CONSULTANT acknowledges and agrees that the COUNTY is a third -party beneficiary of each
contract entered into between CONSULTANT and each subconsultant or subcontractor, however
nothing in this Agreement shall be construed to create any contractual relationship between the
COUNTY and any subconsultant or subcontractor. Further, all such contracts shall provide that, at
the COUNTY's discretion, they are assignable to the COUNTY upon any termination of this
Agreement.
ARTICLE ELEVEN
WAIVER OF CLAIMS
11.1. CONSULTANT's acceptance of final payment shall constitute a full waiver of any and all claims,
except for insurance company subrogation claims, by it against the COUNTY arising out of this
Agreement or otherwise related to the Project, and except those previously made in writing in
accordance with the terms of this Agreement and identified by CONSULTANT as unsettled at the time
of the final payment. Neither the acceptance of CONSULTANT's services nor payment by the
COUNTY shall be deemed to be a waiver of any of the COUNTY's rights against CONSULTANT.
ARTICLE TWELVE
TERMINATION OR SUSPENSION
12.1. CONSULTANT shall be considered in material default of this Agreement and such default will
be considered cause for the COUNTY to terminate this Agreement, in whole or in part, as further set
forth in this section, for any of the following reasons: (a) CONSULTANT's failure to begin services
under the Agreement within the times specified under the Notice(s) to Proceed, or (b) CONSULTANT's
failure to properly and timely perform the services to be provided hereunder or as directed by the
COUNTY, or (c) the bankruptcy or insolvency or a general assignment for the benefit of creditors by
CONSULTANT or by any of CONSULTANT's principals, officers or directors, or (d) CONSULTANT's
failure to obey any laws, ordinances, regulations or other codes of conduct, or (e) CONSULTANT's
failure to perform or abide by the terms and conditions of this Agreement, or (f) for any other just
cause. The COUNTY may so terminate this Agreement, in whole or in part, by giving the
CONSULTANT seven (7) calendar days written notice of the material default.
12.2. If, after notice of termination of this Agreement as provided for in paragraph 12.1 above, it is
determined for any reason that CONSULTANT was not in default, or that its default was excusable,
or that the COUNTY otherwise was not entitled to the remedy against CONSULTANT provided for in
paragraph 12.1, then the notice of termination given pursuant to paragraph 12.1 shall be deemed to
be the notice of termination provided for in paragraph 12.3, below, and CONSULTANT's remedies
against the COUNTY shall be the same as and be limited to those afforded CONSULTANT under
paragraph 12.3, below.
12.3. The COUNTY shall have the right to terminate this Agreement, in whole or in part, without
cause upon seven (7) calendar days written notice to CONSULTANT, In the event of such termination
for convenience, CONSULTANT'S recovery against the COUNTY shall be limited to that portion of
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the fee earned through the date of termination, together with any retainage withheld and any costs
reasonably incurred by CONSULTANT that are directly attributable to the termination, but
CONSULTANT shall not be entitled to any other or further recovery against the COUNTY, including,
but not limited to, anticipated fees or profits on work not required to be performed. CONSULTANT
must mitigate all such costs to the greatest extent reasonably possible.
12.4. Upon termination and as directed by the COUNTY, the CONSULTANT shall deliver to the
COUNTY all original papers, records, documents, drawings, models, and other material set forth and
described in this Agreement, including those described in Article 6, that are in CONSULTANT's
possession or under its control.
12.5. The COUNTY shall have the power to suspend all or any portions of the services to be provided
by CONSULTANT hereunder upon giving CONSULTANT two (2) calendar days prior written notice of
such suspension. If all or any portion of the services to be rendered hereunder are so suspended, the
CONSULTANT's sole and exclusive remedy shall be to seek an extension of time to its schedule in
accordance with the procedures set forth in Article Four herein.
12.6. In the event (i) the COUNTY fails to make any undisputed payment to CONSULTANT within
forty-five (45) days after such payment is due or such other time as required by Florida's Prompt
Payment Act or (ii) the COUNTY otherwise persistently falls to fulfill some material obligation owed by
the COUNTY to CONSULTANT under this Agreement, and (ii) the COUNTY has failed to cure such
default within fourteen (14) days of receiving written notice of same from CONSULTANT, then
CONSULTANT may stop its performance under this Agreement until such default is cured, after giving
THE COUNTY a second fourteen (14) days written notice of CONSULTANT's intention to stop
performance under the Agreement. If the Services are so stopped for a period of one hundred and
twenty (120) consecutive days through no act or fault of the CONSULTANT or its subconsultant or
subcontractor or their agents or employees or any other persons performing portions of the Services
under contract with the CONSULTANT, the CONSULTANT may terminate this Agreement by giving
written notice to the COUNTY of CONSULTANT's intent to terminate this Agreement. If the COUNTY
does not cure its default within fourteen (14) days after receipt of CONSULTANT's written notice,
CONSULTANT may, upon fourteen (14) additional days' written notice to the COUNTY, terminate the
Agreement and recover from the COUNTY payment for Services performed through the termination
date, but in no event, shall CONSULTANT be entitled to payment for Services not performed or any
other damages from the COUNTY.
ARTICLE THIRTEEN
TRUTH IN NEGOTIATION REPRESENTATIONS
13.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or
person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this
Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation,
individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee,
commission, percentage, gift or any other consideration contingent upon or resulting from the award
or making of this Agreement.
13.2. In accordance with provisions of Section 287.055, (5)(a), Florida Statutes, the CONSULTANT
agrees to execute the required Truth -In -Negotiation Certificate, attached hereto and incorporated
herein as Schedule E, certifying that wage rates and other factual unit costs supporting the
compensation for CONSULTANT's services to be provided under this Agreement are accurate,
complete and current at the time of the Agreement. The CONSULTANT agrees that the original
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Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which
the COUNTY determines the Agreement price was increased due to inaccurate, incomplete, or non-
current wage rates and other factual unit costs. All such adjustments shall be made within one (1)
year following the end of this Agreement.
ARTICLE FOURTEEN
CONFLICT OF INTEREST
141, CONSULTANT represents that it presently has no interest and shall acquire no interest, either
direct or indirect, which would conflict in any manner with the performance of services required
hereunder. CONSULTANT further represents that no persons having any such interest shall be
employed to perform those services.
ARTICLE FIFTEEN
MODIFICATION
15.1. No modification or change in this Agreement shall be valid or binding upon either party unless
in writing and executed by the party or parties intended to be bound by it.
ARTICLE SIXTEEN
NOTICES AND ADDRESS OF RECORD
16.1. All notices required or made pursuant to this Agreement to be given by the CONSULTANT to
the COUNTY shall be in writing and shall be delivered by hand, email, or by United States Postal
Service Department, first class mail service, postage prepaid, addressed to the following the
COUNTY's address of record:
Board of County Commissioners for Collier County, Florida
Division Name: Transportation Engineering
Division Director: Jay Ahmad P.E.
Address: 2885 Horseshoe Drive S
Naples, FL 34104
Administrative Agent/PM: Dennis McCoy, Pro'ect Manager III Licensed
Telephone: Dennis.McCo colliercount fl. ov
E-Mail(s): 239-252-5726
16.2. All notices required or made pursuant to this Agreement to be given by the COUNTY to the
CONSULTANT shall be made in writing and shall be delivered by hand, email or by the United States
Postal Service Department, first class mail service, postage prepaid, addressed to the following
CONSULTANT's address of record:
Company Name: Jacobs Engineering Group Inc.
Address: 5811 Pelican Bay Blvd., Suite 305
Naples, FL 34108
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Attention Name & Title: Bill Gramer, PE, AICP
Telephone: O: 239-431-9222; C: 239-860-4922
E-Mail(s): Bill.Gramer oacobs.com
163. Either party may change its address of record by written notice to the other party given in
accordance with requirements of this Article.
ARTICLE SEVENTEEN
MISCELLANEOUS
17.1. CONSULTANT, in representing the COUNTY, shall promote the best interests of the COUNTY
and assume towards the COUNTY a duty of the highest trust, confidence, and fair dealing.
17.2. No modification, waiver, suspension or termination of the Agreement or of any terms thereof
shall impair the rights or liabilities of either party.
17.3. This Agreement is not assignable, or otherwise transferable in whole or in part, by
CONSULTANT without the prior written consent of the COUNTY.
17.4. Waivers by either party of a breach of any provision of this Agreement shall not be deemed to
be a waiver of any other breach and shall not be construed to be a modification of the terms of this
Agreement.
17.5. The headings of the Articles, Schedules, Parts and Attachments as contained in this
Agreement are for the purpose of convenience only and shall not be deemed to expand, limit or
change the provisions in such Articles, Schedules, Parts and Attachments.
17.6. This Agreement, including the referenced Schedules and Attachments hereto, constitutes the
entire agreement between the parties hereto and shall supersede, replace and nullify any and all prior
agreements or understandings, written or oral, relating to the matter set forth herein, and any such
prior agreements or understanding shall have no force or effect whatever on this Agreement.
17.7, Unless otherwise expressly noted herein, all representations and covenants of the parties shall
survive the expiration or termination of this Agreement.
17.8, This Agreement may be simultaneously executed in several counterparts, each of which shall
be an original and all of which shall constitute but one and the same instrument.
17.9. The terms and conditions of the following Schedules attached hereto are by this reference
incorporated herein:
Schedule A SCOPE OF SERVICES
Schedule B BASIS OF COMPENSATION
Schedule C PROJECT MILESTONE SCHEDULE
Schedule D INSURANCE COVERAGE
Schedule E CCNA Proiects: TRUTH IN NEGOTIATION CERTIFICATE
Schedule F KEY PERSONNEL
Schedule G Other: NIA
Solicitation # 22-8006 , including all Attachment(s), Exhibit(s) & Addendum
Consultant's Proposal
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17.10. Grant Funded Projects (only applicable to Grant funded prole_cts): In the event of any
conflict between or among the terms of any of the Contract Documents and/or the COUNTY's Board
approved Executive Summary, the terms of the Agreement shall take precedence over the terms of
all other Contract Documents, except the terms of any Supplemental Grant Conditions shall take
precedence over the Agreement. To the extent any conflict in the terms of the Contract Documents
cannot be resolved by application of the Supplemental Conditions, if any, or the Agreement, the
conflict shall be resolved by imposing the more strict or costly obligation under the Contract
Documents upon the CONSULTANT at the COUNTY's discretion.
ARTICLE EIGHTEEN
APPLICABLE LAW
18.1. This Agreement shall be governed by the laws, rules, and regulations of the State of Florida,
and by such laws, rules and regulations of the United States as made applicable to services funded
by the United States government. Any suit or action brought by either party to this Agreement against
the other party relating to or arising out of this Agreement must be brought in the appropriate federal
or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such
matters.
ARTICLE NINETEEN
SECURING AGREEMENT/PUBLIC ENTITY CRIMES
19.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or
person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this
Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation,
individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee,
commission, percentage, gift or any other consideration contingent upon or resulting from the award
or making of this Agreement. At the time this Agreement is executed, CONSULTANT shall sign and
deliver to the COUNTY the Truth -In -Negotiation Certificate identified in Article 13 and attached hereto
and made a part hereof as Schedule E. CONSULTANT's compensation shall be adjusted to exclude
any sums by which the COUNTY determines the compensation was increased due to inaccurate,
incomplete, or noncurrent wage rates and other factual unit costs.
19.2. By its execution of this Agreement, CONSULTANT acknowledges that it has been informed by
the COUNTY of and is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes
which read as follows:
"A person or affiliate who has been placed on the convicted vendor list following
a conviction for a public entity crime may not submit a bid, proposal, or reply on
a contract to provide any goods or services to a public entity; may not submit a
bid, proposal, or reply on a contract with a public entity for the construction or
repair of a public building or public work; may not submit bids, proposals, or
replies 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
contract with any public entity; and may not transact business with any public
entity in excess of the threshold amount provided in s. 287.017 for CATEGORY
TWO for a period of 36 months following the date of being placed on the
convicted vendor list."
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ARTICLE TWENTY
DISPUTE RESOLUTION
20.1. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve
disputes between the parties, the parties shall make a good faith effort to resolve any such disputes
by negotiation. The negotiation shall be attended by representatives of CONSULTANT with full
decision -making authority and by the COUNTY's staff person who would make the presentation of
any settlement reached during negotiations to the COUNTY for approval. Failing resolution, and prior
to the commencement of depositions in any litigation between the parties arising out of this
Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed -upon
Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by
representatives of CONSULTANT with full decision -making authority and by the COUNTY's staff
person who would make the presentation of any settlement reached at mediation to the COUNTY's
board for approval. Should either party fail to submit to mediation as required hereunder, the other
party may obtain a court order requiring mediation under section 44.102, Fla. Stat.
20.2. Any suit or action brought by either party to this Agreement against the other party relating to
or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier
County, Florida, which courts have sole and exclusive jurisdiction on all such matters.
ARTICLE TWENTY-ONE
IMMIGRATION LAW COMPLIANCE
21.1. By executing and entering into this agreement, the CONSULTANT is formally acknowledging
without exception or stipulation that it is fully responsible for complying with the provisions of the
Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et sec.. and regulations
relating thereto, as either may be amended, as well as the Florida state law requirements set forth
in Florida Statute, §448.095, as may be amended. Failure by the CONSULTANT to comply with
the laws referenced herein shall constitute a breach of this agreement and the COUNTY shall
have the discretion to unilaterally terminate this Agreement immediately.
[Signature page to follow this page]
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IN WITNESS WHEREOF, the parties hereto have executed this Professional Services
Agreement the day and year first written above.
ATTEST' BOARD OF COUNTY COMMISSIONERS FOR
COLLIER COUNTY, FLORIDA
Crystal K. Kinzel, Clerk of the Circuit
Court and Comptroller
By: By:
Date: Rick LoCastro , Chairman
Approved as to Form and Legality:
County Attorney
Name
Consultant's Witnesses:
Name and Title
Consultant:
Jacobs Engineering Group Inc.
I V, i�j"' iilfm N MOO, 21A ff-1100,68AR? ft
Name and Title
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SCHEDULE A
SCOPE OF SERVICES
following this page {pages 1 through 86 )
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PSA CCNA Single Project Agreement 12022_ver.11
01
TABLE OF
CONTENTS
1 PURPOSE ..................................................... ................................................................... I .... I...
2 PROJECT DESCRIPTION.......................................................................................................3
3 PROJECT COMMON AND PROJECT GENERAL TASKS................................................18
4 ROADWAY ANALYSIS.......................................................................................................26
5 ROADWAY PLANS..............................................................................................................30
6a DRAINAGE ANALYSIS.......................................................................................................31
66 DRAINAGE PLANS..............................................................................................................34
7 UTILITIES..............................................................................................................................34
8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES .......................38
9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS ...... 43
10 STRUCTURES - BRIDGE DEVELOPMENT REPORT.....................................................44
11 STRUCTURES - TEMPORARY BRIDGE — N/A.................................................................46
12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE.....................................................46
13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE — N/A........................................47
14 STRUCTURES - STRUCTURAL STEEL BRIDGE—N/A...................................................47
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE — N/A............................................47
16 STRUCTURES - MOVABLE SPAN - N/A...........................................................................47
17 STRUCTURES - RETAINING WALLS...............................................................................47
18 STRUCTURES - MISCELLANEOUS...................................................................................49
19 SIGNING AND PAVEMENT MARKING ANALYSIS.......................................................50
20 SIGNING AND PAVEMENT MARKING PLANS ...................................................... ........
51
21 SIGNALIZATION ANALYSIS.............................................................................................52
22 SIGNALIZATION PLANS....................................................................................................54
23 LIGHTING ANALYSIS.........................................................................................................55
24 LIGHTING PLANS................................................................................................................57
25 LANDSCAPE ANALYSIS.....................................................................................................58
26 LANDSCAPE PLANS —N/A.................................................................................................59
27 SURVEY.................................................................................................................................59
28 PHOTOGRAMMETRY N/A..............................................................................,,...............63
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29 MAPPING ......................................... .... ............ ........ .............................................................. 63
30 TERRESTRIAL MOBILE LiDAR - N/A...............................................................................66
31 ARCHITECTURE DEVELOPMENT - N/A..........................................................................66
32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT.....................................................66
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS..........................................67
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS.................................................70
35 GEOTECHNICAL..................................................................................................................72
36 3D MODELING - N/A...........................................................................................................81
37 PROJECT REQUIREMENTS................................................................................................81
38 INVOICING LIMITS.............................................................................................................84
Cp,4
SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES HIGHWAY
AND BRIDGE/STRUCTURAL DESIGN
This Exhibit forms an integral part of the agreement between the Collier
County Board of County Commissioners (hereinafter referred to as the
COUNTY) and Jacobs Engineering Group Inc. (hereinafter referred to as the
CONSULTANT) relative to the transportation facility described as follows:
COUNTY Project Number: 60229
Project Description: Wilson Boulevard Widening Project, Collier County
Bridge No(s).: 034032 (Cypress Canal Bridge), 034056 (Cocohatchee Canal Box Culvert)
Context Classification: C4-Urban General
1 PURPOSE
The purpose of this section is to describe the scope of work and the responsibilities of the
CONSULTANT and the COUNTY in connection with the design and preparation of a complete
set of construction contract documents and incidental engineering services, as necessary, for
improvements to the transportation facility described herein.
Major work groups include:
• 3.2 Major Highway Design
• 4.1.2 Minor Bridge Design
Minor work groups include:
* 6a Traffic Engineering Studies
• 6.3.1 ITS Analysis & Design
• 7.1 Signing, Pavement Marking & Channelization
• 7.2 Lighting
• 7.3 5ignalization
• 8.1 Control Surveying
. 8.2 Design, Right of Way Construction Surveying
• 8.4 Right of Way Mapping
• 9,1 Soil Exploration
• 9.2 Geotechnical Classification Lab Testing
1
CN4
• 93 Highway Materials Testing
• 9.4 Foundation Studies
• 9.5 Geotechnical Specialty Lab Testing
• 15.0 Landscape Architect.
The general objective is for the CONSULTANT to prepare a set of contract documents, including
plans, specifications, supporting engineering analysis, calculations, and other technical documents
in accordance with FDOT and COUNTY policy, procedures, and requirements. These Contract
documents will be used by the contractor to build the project and test the project components. These
Contract documents will be used by the COUNTY or its Construction Engineering Inspection
(CEI) representatives for inspection and final acceptance of the project. The CONSULTANT shall
follow a system engineering process to ensure that all required project components are included in
the development of the Contract Documents and the project can be built as designed and to
specifications.
The Scope of Services establishes which items of work in the FDOT
2018 Manual of Uniform Minimum Standards for Design, Construction, and Maintenance (Florida
Greenbook), 2022 FDOT Design Manual (FDM), Collier County Land Development Code (LDC)
(updated September 7,2021) and other pertinent manuals are specifically prescribed to accomplish
the work included in this contract and also indicate which items of work will be the responsibility
of the CONSULTANT and/or the COUNTY,
The CONSULTANT shall be aware that certain modifications and/or improvements to the original
concepts may be required as a project is developed. The CONSULTANT shall incorporate these
refinements into the design and consider such refinements to be an anticipated and integral part of
the work. These changes shall not be a basis for any supplemental fee request(s). The
CONSULTANT shall demonstrate good project management practices while working on this
project. These include communication with the COUNTY and others as necessary, management
of time and resources, and documentation. The CONSULTANT shall set up and maintain a
contract file in accordance with COUNTY procedures throughout the design of the project.
The CONSULTANT is expected to know the laws and rules governing their professions and is
expected to provide services in accordance with current regulations, codes and ordinances, and
recognized standards applicable to such professional services. The CONSULTANT shall provide
qualified technical and professional personnel to perform to COUNTY standards and procedures
the duties and responsibilities assigned under the terms of this agreement. The CONSULTANT
shall minimize the COUNTY's need to apply its own resources to assignments authorized by the
COUNTY to the maximum extent.
The COUNTY will provide contract administration, management services, and technical reviews
of all work associated with developing and preparing contract documents, including Construction
documents. The COUNTY's technical reviews are for high-level conformance and are not meant
to be comprehensive reviews. The CONSULTANT shall be fully responsible for all work
performed and work products developed under this Scope of Services. The COUNTY may provide
job -specific information and/or functions as outlined in this contract, if favorable,
It is imperative that all signal, roadway lighting, signing, and pavement marking designs be
reviewed and approved by Collier County Traffic Operations at each project phase. Additionally,
the designer shall adhere to the latest Collier County Traffic Operations specifications to minimize
redesign.
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2 PROJECT DESCRIPTION
The CONSULTANT shall investigate the status of the project and become familiar with concepts
and commitments (typical sections, alig►unents, etc.) developed from prior studies and/or activities.
A Planning Study entitled "Wilson Boulevard Widening Corridor Study" has been completed by
Jacobs Engineering Group, Inc. for Collier County. The CONSULTANT shall use the approved
concepts as a basis for the design unless otherwise directed by the COUNTY. In addition, Jacobs
Engineering Group prepared a Wellfield infrastructure Impact Assessment report of the existing
well houses and raw water main located west of Wilson Boulevard for the Collier County Public
Utilities Engineering and Project Management Division (EPMD). It is included in the appendix of
the Corridor Study (Appendix H Wilson Boulevard Widening Wellfield infrastructure Impact
Assessment Memorandum).
Wilson Boulevard between Golden Gate Boulevard (CR876) and Immokalee Road (CR 846) is a
two-lane undivided roadway with two -foot -wide shoulders. The segment length is approximately
3.7 miles. The project proposes urbanizing this Wilson Boulevard segment to a four -lane divided
roadway. The proposed typical roadway features will include curbing and gutters, sidewalks, a
shared -use path, on -street bike lanes, bus stop enhancements, medians, drainage improvements,
limited landscaping, and corridor or intersection lighting.
Maior Intersections: Total of 3
• Golden Gate Blvd (CR876)
• Vanderbilt Beach Road (CR862) and,
• lmmokalee Road (CR 846).
Minor Intersections: Total of 18
• 1 Oth Ave. NW/ IOth Ave. NE
• 12th Ave NW/12th Ave NE
• 14th Ave N W/14th Ave NE
• 16th Ave NW/ 16th Ave NE
• Jung Blvd. W/Jung Blvd E
• 18th Ave NW/18th Ave NE
• 20th Ave NW/20th Ave NE
• 22nd Ave N W/22nd Ave NE
• 24th Ave NWI24th Ave NE
Improvements to 0.5 miles Immokalee Road will be required to accommodate the Wilson
Boulevard Project. Immokalee/Wilson Intersection will be designed to accommodate dual left turns
lanes onto Wilson Boulevard (WB to SB). Lane reductions and transitions will be required to
transition from 12 ft lanes to 11 ft lanes to accommodate the proposed design.
Improvements to 1.55 miles of Golden Gate Boulevard will be required from approximately 5th
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Street NW to 4" Street NE to accommodate the Wilson Boulevard Project and planned
development within the area.
Minor improvements will be required -along the eighteen 1$ intersecting side streets to
accommodate the new horizontal and vertical geometry of Wilson Boulevard. Limits of Side Street
improvements are assumed to be +/- 300 feet of Wilson Boulevard.
Project shall consider the Vanderbilt Beach Road Extension Project currently under construction,
Minor modifications to the Wilson/VBR Intersection will be required to modify the Signing and
Marking along Vanderbilt Beach Road as well as the Signalization at the Intersection.
Additional project elements include replacing the existing bridge over the Cypress Canal, widening
or replacing the existing bridge box culvert over the Cocohatchee Canal, access management
changes along the project corridor, and coordinating utility relocations. Also, the project will
require Right -of -Way (ROW) acquisition to incorporate the proposed improvements.
Note: Improvements to Wilson Boulevard North of Immokalee Road to accommodate the future
Randall Boulevard "fly -over" Ramp are not included in this scope of services and will be
considered Additional Services if requested by COUNTY.
Note: Boat Ramp Design and/or Permitting (including Survey and Geotechnical services) is not
included in these Scope of Services and will be considered Additional Services if requested by
COUNTY.
2.1 Project General and Roadway (Activities 3, 4, and S)
Public Involvement: See Public Involvement Scope, Section 3.1
Other Agency Presentations/Meetings: See Public Involvement Scope, Section 3.1
Joint Project Agreements: NIA.
Specification Package Preparation: See Specifications Package Preparation, Section 3.3
Value En ineerin : An independent Consultant will conduct Value Engineering/ Independent
Peer Review services for this project. Please review Section 3.5 for details.
Risk Assessment Workshop: NIA.
Plan Type: Plan/Profile.
The CONSULTANT shall provide all plans and details necessary for the project's construction
described herein. The CONSULTANT is expected to follow all design criteria and processes
provided in the 2018 FDOT Manual of Uniform Minimum Standards for Design, Construction, and
Maintenance (commonly known as the Florida Greenbook), Additional criteria from the
Construction Standards Handbook for Work Within the Public Right-of-way Collier County,
Florida, and the Collier County Urban Land Development Code (CCULDC) should also be utilized.
In addition, the FDOT Design Manual (FDM) criteria and the National Association of City
Transportation Officials (NACTO) Urban Bikeway Design Guide should be considered for best
practice. The COUNTY must approve deviations from the criteria and processes provided in the
FDM in writing,
Typical Section: The CONSULTANT shall develop and submit a signed and sealcd Typical
Section Package, The design controls and criteria will be based on the Corridor Study Report
adopted on January 25, 2022. Any deviations from these criteria must be approved in writing by
the COUNTY.
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Typical Section(s): Up to (17)
• Wilson Blvd (N of Immokalee) (1)
• Cocohatchee Canal Box Culvert Typical Section (1)
• Immokalee Road (W of Wilson) (1)
• hnmokalee Road (E of Wilson) (1)
• Wilson Blvd No. 1 (Immokalee Road to Golden Gate Blvd) (1)
• Wilson Blvd No. 2 (Immokalee Road to Golden Gate Blvd) (1)
• Wilson Blvd No. 3 (Immokalee Road to Golden Gate Blvd) (1)
• Cypress Canal Bridge Typical Section (i)
• Golden Gate Blvd (W of Wilson) (2)
• Golden Gate Blvd (E of Wilson) (2)
• Wilson Blvd (S of Golden Gate Blvd) (1)
• Side Street(s) Typical(s) (Applicable to all 18 Intersecting Streets) (2)
• Bus Stop Typical(s) - PTNE and CCPS (1)
• Landscaping Typical Sections/Details (1)
Pavement Design: The CONSULTANT shall provide all pavement designs required for the
project. Flexible Pavement Design will be utilized for all streets. The CONSULTANT shall submit
a signed and sealed Pavement Design Package for COUNTY approval before the 30% plan
submittal. Pavement Design(s) will be prepared for:
• Wilson Boulevard
• Immokalee Road
• Golden Gate Boulevard
• Side Street(s) (Applicable to all 18 Intersecting Streets)
Pavement Type Selection Report( NIA.
Cross Slope: The CONSULTANT shall evaluate any necessary modifications to cross slopes of
existing pavement to be retained as pail of this project.
Access Management Classification: The CONSULTANT shall review the proposed access
management changes in the Corridor Study adopted on January 25, 2022, and ensure that these
changes meet best access management practices, Any deviations from the Collier County 2013
Resolution 13-257 Table 1 applied to the project shall be coordinated with the COUNTY's Project
Manager for review and approval.
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Transit Route Features: Three Collier Area Transit (CAT) Routes use this Wilson Boulevard
segment; CAT Route 19 from Golden Gate Estates to Immokalee, CAT Route 22 (Immokalee
Circulator), and CAT Route 28 Golden Gate Estates from Oil Well to lmmokalee. There are six (6)
existing transit bus stops and eighteen (18) Collier County Public Schools (CCPS) bus stops within
the project limits. The CONSULTANT must coordinate with Collier County Public Transit and
Neighborhood Enhancements (PINE) and CCPS as the project will impact transit operations and
locations.
Roadway Alternative Analysis: The CONSULTANT shall evaluate the concept
layout, executive summary report, and technical report provided in all supplied
Reference Exhibits and make recommendations for any necessary
modifications and/or improvements to the concept prior to proceeding with
30% plans.
Level of Temporary Traffic Control Plans TTCP : The CONSULTANT shall provide Temporary
Traffic Control Plans as required. Special considerations shall be given to the surrounding residents
and business access points. It is anticipated that the project will require Level I1 Plans. Typical
sections depicting TTCP intent will be included with 30% Plans submittal.
Temporary Lighting: The CONSULTANT is responsible for any temporary lighting designs
necessary for the project (when/if required).
Temporary Signals;_ The CONSULTANT is responsible for any temporary signal designs
necessary for the project (when/if required).
Temporary Drainage: The CONSULTANT is responsible for any temporary drainage designs
necessary for the project (when/if required).
Design VarialionslExceptions: Two (2) are anticipated (Bike Lanes 5 ft vs. 7 R, Shared Use
Pathway Offset)
Back of Sidewalk Profiles: CONSULTANT shall perform all engineering analysis for the project,
even if it is not included in the delivered plans.
Selective Clearing and Grubbing: CONSULTANT will coordinate with COUNTY landscaping
staff to discuss impacts to median vegetation along Immokalee Road and Golden Gate Boulevard.
It is anticipated that these areas will be removed prior to construction (by others).
Project Clearing and Grubbing: (approximately 120 acres+/- TBD): For Informational Use Only,
Landscaping; CONSULTANT will design irrigation and electrical conduit locations per direction
froin Collier County Landscape Department along with architectural pavers at median noses where
applicable. In addition, any special landscape Median Fill will be specified per direction from
Collier County Landscape Department. Landscape details will be shown in Typical Section(s),
2.2 Drainage (Activities 6a and 6b)
Drainage System Type: The stormwater system will be designed to meet the permitting
requirements of all permitting agencies (South Florida Water Management District and FDEP) as
applicable. Stormwater system design will consider best management practices. For this project, it
is expected that stormwater management may utilize a closed system, lateral ditches, ponds, etc„
or a combination of all. Floodplain compensation may be part of the solution within or outside the
existing right-of-way. The design/coordination of all off -site ponds is part of this Scope of Services,
A total of seven (7) Pond Sites (Some wet, some dry) are anticipated for this project.
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2.3 Utilities Coordination (Activity 7)
The CONSULTANT is responsible for certifying that all necessary arrangements for utility work
on this project have been made and will not conflict with the physical construction schedule. In
addition, the CONSULTANT should coordinate with COUNTY personnel to coordinate
transmittals to Utility Companies and meet production schedules.
The CONSULTANT shall ensure FDOT standards, policies, procedures, practices, and design
criteria are followed concerning utility coordination.
The CONSULTANT may employ more than one individual or utility engineering
CONSULTANT to provide utility coordination and engineering design expertise, The
CONSULTANT shall identify a dedicated person responsible for managing all utility coordination
activities.
The Utility Coordination Manager shall be responsible for managing all utility coordination,
including the following:
• Assuring that Utility Coordination and accommodation are in accordance with the
COUNTY, FDOT, FHWA, and AASHTO standards, policies, procedures, and design criteria.
• Assisting the Engineer of Record (EOR) in identifying all existing utilities and
coordinating any new installations, Assisting the FOR with resolving utility conflicts,
• Scheduling and performing utility coordination meetings, keeping and distributing
minutes/action items of all utility meetings, and ensuring expedient follow-up on all
unresolved issues,
• Distributing all plans, conflict matrixes, and changes to affected utility owners and
ensuring this information is properly coordinated and documented.
• Identify and coordinate the completion of any COUNTY or utility owner agreement
required for reimbursement or accommodation of the utility facilities associated with the
project.
• Review and certify to the COUNTY Project Manager that all Utility Work Schedules are
correct and in accordance with the COUNTY's standards, policies, and procedures.
• Prepare, review, and process all utility -related reimbursable paperwork, including
betterment and salvage determination.
The CONSULTANT's utility coordination work shall be performed and directed by the Utility
Coordination Manager identified and approved by COUNTY's Project Manager. Any proposed
change of the approved Utility Coordination Manager shall be subject to review and approval by
COUNTY's Project Manager prior to making any change in this contract.
Anticipated utilities include:
• Florida Power and Light
• Conrcast
• Century Link/Lumen
• Summit Broadband, Inc,
• TECO Peoples Gas
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• City of Naples — Water
• City of Naples Utilities
• Collier County - Road Maintenance
• Collier County PUD
• Collier County IT
• Collier County Traffic Operations
Collier County Water Sewer District (CCWSD) is completing a separate design that will relocate
the existing raw water main from its existing location adjacent to Wilson Blvd and place the raw
water main approximately five (5) feet inside the new westerly right of way. Further, additional
improvements to the existing well house/vault piping will need to be completed to connect to the
relocated raw water main along with electrical conduit & conductor improvements.
Note: CCWSD may also include as pant of that separate design, installing a new force main on the
east side of Wilson Blvd from Immohalee Road to Golden Gate Boulevard.
Except for miscellaneous utility adjustments to grade, all requests by CCWSD for utility design
upgrades of pipelines, such as the additional or increased capacity of water, wastewater, and I.Q.
water, shall not be a pant of this scope and wil l be included in the CCWSD design project.
Note: The utility construction project plans and bidding documents and the roadway widening
project construction plans, and bidding documents will remain separate but will be included in one
construction solicitation.
Right of Way Acquisition services pertaining to the Collier County Utility project (well house
improvements) will be included in this Roadway Widening project scope.
2.4 Environmental Permits and Environmental Clearances (Activity 8)
The CONSULTANT is responsible for the identifying and applying for all necessary permits for
the project.
The CONSULTANT shall coordinate with all appropriate regulatory agencies to obtain all
necessary permits, including but not limited to:
• (1) Individual Environmental Resource Permit (ERP) (SFWMD)
• (1) Section 404 Individual Permit (FDEP)
• (1) EPP Permit Modification (Golden Gate Blvd); 11-01770-P
• (9) SFWMD-BCB ROW Permit(s) — (1) Bridge, (1) Box Culvert, (7) Pond Outfalls (5-
Corkscrew Canal, 2 Curry Canal).
The CONSULTANT is responsible for all permit coordination and revisions necessary to obtain
the required permits.
The CONSULTANT shall obtain COUNTY review of the plans and application before submitting
to the permitting agencies and assist the COUNTY in developing the permitting strategy for the
project.
All application and processing fees, along with mitigation fees (wetlands, panther mitigation,
gopher tortoise recipient site etc, as applicable), associated with permitting activities shall be paid
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for by the COUNTY directly to each applicable agency,
The COUNTY will direct use of mitigation banks as required,
2.5 Structures (Activities 9 —18)
Brides :
• Bridge 034032: Proposed replacement bridge over Cypress Canal: 120 ft. length by 100 ft.
width, four, I1-ft travel lanes, 22-ft wide median, 6.5' bike lanes each side, I0-ft shared use
pathway, 6-ft sidewalk,
• Bridge 034056: Bridge Box Culvert over the Cocohatchee Canal, north of Immokalee
Road, is to be widened (preferred) or replaced if necessary,
Type of Bridge Structure Work
Bridge Development Report (BDR),. CONSULTANT shall prepare a "Technical Memorandum"
summarizing the decisions and recommendations made regarding the type of bridge selected. A
FSB (single bridge) is recommended. An analysis of cast in place vs. pre -cast will be performed.
• Short Span Concrete
Bridge Hydraulic Report (B1JR)_
• Short Span Concrete
Retaining Walls:- CONSULTANT shall design retaining walls (assumed Gravity Walls) for the
areas adjacent to the COUNTY utility well houses/vaults. These eight (8) locations will require
plans.
Noise Barrier Walls: NIA.
Note: Noise Report will be required,
• Note: Design of Noise Barrier Walls are not included in these Scope of Services and will
be considered Additional Services if requested by COUNTY.
Miscellaneous:
• Mast Arm Signalization Structures (Immokalee Road Intersection, Golden Gate Boulevard
Intersection only)
• Special Lighting Foundations (slab footing will be required in certain areas)
2.6 Signing and Pavement Markings (Activities 19 & 20)
The CONSULTANT shall provide all design services and deliver construction documents for all
signing and pavement markings required for the project, In addition, the CONSULTANT shall
coordinate with COUNTY's Traffic Operations Section to maintain COUNTY's sign asset
database integrity. Contractor to follow Traffic Operations Signing and Pavement Markings special
provision details, including using a 2.5" x 2.5" galvanized metal square tubular signpost.
2.7 Signalization (Activities 21 & 22)
Intersections:
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Existing Signalized Intersections: Golden Gate Blvd (CR876) - Replace, Immokalee Road (CR846)
- Replace, and Vanderbilt Beach Road (CR862) - Modify.
Note: Improvements/Replacements to the Signalized Intersection of Golden Gate Boulevard and
S'h Street NW is not included in these Scope of Services and will be considered Additional Services
if requested by COUNTY.
Traffic Data Collection: The CONSULTANT shall coordinate with the COUNTY's
Transportation Planning and Traffic Operations sections to obtain existing traffic volume counts
for Wilson Blvd from Golden Gate Blvd to Immokalee Road, Immokalee Road and Golden Gate
Boulevard within the project limits.
Traffic Studies: The CONSULTANT shall perform a traffic study at the intersections of Golden
Gate Blvd, Vanderbilt Beach Road, and Immokalee Road. The purpose of the traffic study is to
provide the intersection configuration needed for proper operations for the projected traffic
volumes.
Traffic Counts: The CONSULTANT shall perform traffic counts at specific locations (See 21.1).
Count Stations: Two count stations will be included in plans. (Between Golden Gate Blvd, and
VBR, and between VBR and Immokalee Road).
• Traffic MonitoringSites: ites: — 2 Sites,(]) north and (1) south of Vanderbilt Beach Road
2.8 Lighting (Activities 23 & 24)
The CONSULTANT shall provide ail design services and deliver construction documents for all
lighting required for the project. The CONSULTANT will analyze the luminescence needs for
the project and provide recommendations for street lighting compatible with a four -lane
configuration for Wilson Blvd, Services include providing a lighting justification report and a
lighting design analysis report (as required). The CONSULTANT will assume the entire corridor
will be lit for report(s) (Lighting and Voltage Drop) purposes. The COUNTY will provide direction
with regards to lighting corridor vs. intersections as design progresses and public input is gathered.
Lighting of Intersections only is included in these Scope of Services.
• Note: If the entire Wilson Boulevard corridor will be lighted, these services shall be
performed as Optional Services No, 4 (See 37.8).
• Note: Lighting for Golden Gate Boulevard and/or Immokalee Road is not included in these
Scope of Services. These services shall be. considered Additional Services.
2.9 Landscape (Activities 25 & 26)
Landscape Irrigation or Planting Plans: NOT included as part of this Project.
The level of Landscaping required includes proposed conduits and sleeves for future landscaping
areas and adding architectural pavers in designated medians locations.
The CONSULTANT shall provide adequate landscape topsoil within the medians for future
COUNTY use and "Base Level of Landscaping" per Collier County Landscape Beautification
Master Plan. Details/Typical Sections shall be included in plans.
Outdoor Advertising: NIA
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2.10 Survey (Activity 27)
Design Survey Survey is required for this project, including a detailed topographic and control
survey covering the project limits from south of Golden Gate Blvd to the north of Immokalee Road
(Approximately 3.70 miles), including all access points within Collier County existing ROW. The
18 intersecting Side Streets will be surveyed (Approximately 500 FT each direction), a 1.55-mile
section of Golden Gate Blvd will be surveyed. A 0.5 mile section of Immokalee Road will be
Surveyed. Curry Canal and Cocohatcheee Canal will be surveyed to provide sufficient information
for design and permitting of neW structures. Five (5) Side Streets (Identified as Pond Outfall
corridors) (Approximately 1,950 ft x 5 = 9,750 LF = 1.85 miles)
Pond Sites will be surveyed (Phase II) once locations are finalized.
Five (5) Side Street swales (Identified as Pond Outfall corridors) will be surveyed (Phase I1) once
pond locations are finalized. (Approximately 1,950 ft x 5 = 9,750 LF = 1.85 miles)
Boring Layout: Boring locations will be provided for proposed mast arms along Immokalee Road
and Golden Gate Blvd., and the proposed Curry Canal Bridge and Cocohatchee Canal Box Culvert.
foundations.
Subsurface Utility Exploration: Subsurface Utility Engineering (SUE) per the American Society of
Civil Engineers accepted guidelines for the collection and depiction of existing subsurface utility
data using Quality Level "A" at any proposed mast arm foundations in an area two (2) times the
proposed drilled shaft diameter prior to the final design. Additional SUE locations TBD at the
bridge #034032 location.
The CONSULTANT shall SUE up to ten (10) eight foot "X" shaped trenches at new underground
infrastructure or earthwork excavation (i.e., mast arms, bridges) in areas that work will be
performed. CONSULTANT shall provide electronic depths with the designates,
Proposed SUE locations must be approved by the COUNTY prior to authorization of this task.
Additionally, scope includes up to twenty (20) pothole locations. quantity of 20 underground
locates (Vvh's) is anticipated for this project and is included in this Scope of Services.
Right of Way Survey: Wilson Boulevard - All Right of Way survey is required for this project from
south of Golden Gate Blvd to north of Immokalee Road (Approximately 3.7 miles - See limits).
Right of WaySuvey- Golden Gate Boulevard - All Right of Way survey is required for this project
from approximately 5th Street NW to 0' Street NE (Approximately 1.55 miles - See limits).
Right of Way Survey: Five (5) Side Streets (Identified as Pond Outfall corridors) - (Approximately
1,950 ft x 5 = 9,750 LF = 1.85 miles.
Vegetation Survey: N/A
2.11 Photogrammetry (Activity 28) - NA
2.12 Mapping (Activity 29)
Control Survey Map: The CONSULTANT is responsible for Control Survey Maps necessary for
the project.
Right of Way Map: The CONSULTANT is responsible for Right of Way Maps and Technical
Memorandums for the right of way acquisitions necessary for the project.
Boundary Surveys for right-of-way acquisition.
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Legal Descriptions: The CONSULTANT is responsible for Legal Descriptions necessary for the
project.
• Approximately 240 +l- ROW/Easement Parcels
• Approximately 180 +1- Temporary Driveway Restoration Easements (TDRE)
Note: The needs associated with improvements to the additional 31 side street swales are not
included in these Scope of Services. If required, these services shall be considered Additional
Services.
Maintenance Map: NIA
Miscellaneous Items: NIA
2.13 Terrestrial Mobile LiDAR (Activity 30) —NIA.
2.14 Architecture (Activity 31)—NIA.
2.15 Noise Barriers (Activity 32) - NIA (see also 18.20 to 18.26)
2.16 Intelligent Transportation Systems (Activities 33 & 34) --As requested.
2.17 Geotechnical (Activity 35)
The CONSULTANT shall be responsible for all necessary geotechnical activities associated
witi-drequired for this project. Types of boring anticipated include roadway, structures, storm pipe,
ponds, lighting, and signals.
2.18 3D Modeling (Activity 36)- NIA. (Note: Project will be done in Open Roads Design — ORD)
2.19 Project Schedule
The anticipated design schedule for the project is 720 calendar days from the date of Notice to
Proceed (NTP). The targeted total contract schedule is 1,800 calendar days from the issuance of
the NTP. This will consist of a design phase (720 days), a bid phase (180 days) and a post design
phase (900 days). Two (2) Separate NTP's will be issued for the design and post design services
phase. Within ten (10) days after the NTP is issued, and prior to the CONSULTANT beginning
work, the CONSULTANT shall provide a detailed project activity/event schedule in Microsoft
Project for COUNTY and CONSULTANT to meet the completion date for design.
The schedule shall indicate each milestone activity/event that is included in the scope of work and,
at a minimum, submission dates for 30% Plans, 60% Plans, 90% Plans, Final Plans, and SFWMD
submittal packages. In addition, the schedule shall allow for a minimum of 21 calendar days for
COUNTY reviews of the 30% Plans, 60% Plans, 90% Plans, and Final Plans.
All fees and price proposals are to be based on a contract schedule of 1800 days for final
construction contract documents and post -design services. Conti -act dates may be extended based
on COUNTY procurement and project construction schedule.
Periodically, throughout the life of the contract, the project schedule shall be reviewed and, with
the COUNTY's approval, adjusted as necessary to incorporate changes in the Scope of Services
and progress to date.
The approved schedule and schedule status report and progress shall be submitted with the monthly
progress report and invoice.
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2.20 Submittals
The CONSULTANT shall furnish construction contract documents as required by the COUNTY
to control adequately, coordinate adequately, and approve the work concepts, The COUNTY
prefers to use the Bluebeam Revu software platform to expedite the design reviews. The
CONSULTANT shall set up studio project collaboration sessions in Bluebeam at each phase
submittal. The CONSULTANT shall manage the marked -up documents so that comments can be
tracked and are easily organized for hard copy printouts.
All submitted documents shall be digitally signed and sealed in accordance with applicable Florida
Staines.
All documents shall be developed and submitted in accordance with the edition of the
GreenbooklFDM effective at issuance of the Notice to Proceed unless otlimvise directed by the
COUNTY in writing.
Each submittal shall include one (1) digital copy of all documents required far Elie submittal as
defined herein. Method of delivery must be preapproved by the COUNTY.
In addition to the delivery of the files produced during the course of project development, the
COUNTY requires the inclusion of Engineering Data files (prepared by or for the
CONSULTANT) for critical geometries in the design. These can include the alignments, profiles,
cross sections, surfaces, etcetera. Critical roadway geometric items, such as the centerlines and
profiles of the proposed mainline, side streets, special ditches, and utilities, must be included. These
Engineering Data files are considered "Project Documents" as defined in the contract and shall be
provided when requested by the COUNTY. All Engineering Data tiles shall be compatible with
the Bentley MieroStation platform.
Drawings files shall be provided in most current versions of a filly functional MicroStation V8i or
newer version (Agn) Plans shall be plotted to an Adobe Acrobat (.pdo format to facilitate review
and digital delivery. In addition, specifications shall be provided in pdf.
The conmient and review process for all deliverables far this Contract shall utilize Bluebeam Studio
Sessions. The CONSULTANT shall be responsible for setup Bluebeam Session for soliciting
COUNTY's comments on each submittal. The CONSULTANT's Bluebeaurr setup shall include
comment tracking and response mechanism. The CONSULTANT shall provide Session access to
COUNTY's stall (and other independent CONSULTANTS) as identified by COUNTV's Project
Manager. The CONSULTANT shall respond to each comment until comment is placed marked
with a "CLOSED" status by the Reviewer. The CONSULTANT shall maintain copies of all
Session files and submit them to COUNTY as supplementary files to the Final Deliverable. Use of
Bluebervn Sessions for submittal reviews (including setup, upload, and maintain comment records)
is considered as part of the design approval process, subsequently, no separate payment shall be
made. for Bluebeam Sessions.
The CONSULTANT shall furnish one draft and one final copy of each report, including cost
estimates in size 8.5" x I 1". The final reports shall be signed and scaled by the Engineer of Record,
a licensed Professional Engineer in the State of Florida, Each engineering plan sheet shall be size
11"x 17".
After the 90% phase comments are resolved, the CONSULTANT shall furnish a camera-ready set
of plans, specifications, and the bid schedule to lire COUNTY for bidding
All engineering data necessary to recreate proposed surface models includes horizontal and vertical
alignments, terrain models, roadway corridors, templates, and superelevation definitions.
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All Microstation resource files necessary to reproduce drawing files include line styles, color tables,
fonts, cell libraries, pen tables, etc.
2.21 Provisions for Work
All work shall be prepared with English units in accordance with the latest editions of standards
and requirements utilized by the COUNTY, which include, but are not limited to, publications such
as:
General:
• Title 29, Part 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R.
1910.1001)
• 29 C.F.R. 1926a101 - Asbestos Standard for Construction, OSHA
• 40 C.F.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants
(NESHAP), Environmental Protection Agency (EPA)
• 40 C.F.R. 763, Subpart E - Asbestos -Containing Materials in Schools, EPA
• 40 C.F.R. 763, Subpart G - Asbestos Worker Protection, EPA
• Americans with Disabilities Act (ADA) Standards for Accessible Design
• AASHTO - A Policy on Design Standards Interstate System
• AASHTO - Roadside Design Guide
• AASHTO - Roadway Lighting Design Guide
• AASHTO - A Policy for Geometric Design of Highways and Streets
• AASHTO - Highway Safety Manual
• Rule Chapter 5J-17, Florida Administrative Code (F.A.C.)
• Chapter 469, Florida Statutes (F.S.) - Asbestos Abatement
• Rule Chapter 62-257, F.A.C., Asbestos Program
Rule Chapter 62-302, F.A.C., Surface Water Quality Standards
• Code of Federal Regulations (C,F,R.)
• Florida Administrative Codes (F.A.C.)
• Chapters 20, 120, 215, 455, Florida Statutes (F.S.)
• Florida Department of Environmental Protection Rules
• FDOT Basis of Estimates Manual
• FDOT Computer Aided Design and Drafting (CADD) Manual
• FDOT Standard Plans
• FDOT Flexible Pavement Design Manual
• FDOT - Florida Roundabout Guide
• FDOT Handbook for Preparation of Specifications Package
• FDOT Standard Plans Instructions
• FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance
for Streets and Highways ("Florida Greenbook")
• FDOT Materials Manual
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• FDOT Pavement Type Selection Manual
• FDOT Design Manual
• FDOT Procedures and Policies
• FDOT Procurement Procedure 001-375-030
• FDOT Project Development and Environment Manual
• FDOT Project Traffic Forecasting Handbook
• FDOT Public Involvement Handbook
• FDOT Rigid Pavement Design Manual
• FDOT Standard Specifications for Road and Bridge Construction
• FDOT Utility Accommodation Manual
• Manual on Speed Zoning for Highways, Roads, and Streets in Florida
• Federal Highway Administration (FHWA) - Manual on Uniform Traffic Control Devices
(MUTCD)
• FHWA - NCHRP Report 672, Roundabouts: An Informational Guide
• FHWA Roadway Construction Noise Model (RCNM) and Guideline Handbook
• Florida Fish and Wildlife Conservation Commission - Standard Manatee Construction
Conditions
• Florida Statutes (F.S.)
• Florida's Level of Service Standards and Guidelines Manual for Planning
• Asbestos Abatement and Management in Buildings, National institute for Building
Sciences (NIBS)
• Quality Assurance Guidelines
• Safety Standards
• Any special instructions from the COUNTY
Roadway:
• FDOT - Florida Intersection Design Guide
• FDOT - Project Traffic Forecasting Handbook
• FDOT - Quality/Level of Service Handbook
• Florida's Level of Service Standards and Highway Capacity Analysis for the SHS
• Transportation Research Board (TRB) - Highway Capacity Manual
Permits:
• Chapter 373, F.S. - Water Resources
• US Fish and Wildlife Service Endangered Species Programs
• Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits
• Bridge Permit Application Guide, COMDTPUB P165913C
• Building Permit
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Drainage:
• FDOT Drainage Design Guide
• FDOT Drainage Manual
• State of Florida Erosion and Sediment Control Manual
• FDOT Drainage Connection Permit Handbook
• FDOT Bridge Scour Manual
Survey and Mapping:
• All applicable Florida Statutes and Administrative Codes
• Applicable Rules, Guidelines, and Codes of other Municipal, COUNTY, State and Federal
Agencies,
• FDOT Aerial Surveying Standards for Transportation Projects Topic 550-020-002
• FDOT Right of Way Mapping Handbook
• FDOT Surveying Procedure Topic 550-030-101
• Florida Department of Transportation Right of Way Procedures Manual
• Florida Department of Transportation Surveying Handbook
• Right of Way Mapping Procedure 550-030-015
Traffic Engineering and Operations and ITS:
• AASHTO - An Information Guide for Highway Lighting
• AASHTO -Guide for Development of Bicycle Facilities
• FHWA Standard Highway Signs Manual
• FDOT Manual on Uniform Traffic Studies (MUTS)
• FDOT Median Handbook
• FDOT Traffic Engineering Manual
• National Electric Safety Code
• National Electrical Code
Traffic Monitoring:
• American Institute of Steel Construction (AISC) Manual of Steel Construction
• American National Standards Institute (ANSI) RP-8-00 Recommended Practice for
Roadway Lighting
• AASHTO AWS D1.IIANSI Structural Welding Code - Steel
• AASHTO D1.5/AWS D1.5 Bridge Welding Code
• FHWA Traffic Detector Handbook
• FDOT General Interest Roadway Data Procedure
• FHWA Traffic Monitoring Guide
• FDOT's Traffic/Polling Equipment Procedures
Structures;
• AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and
Interims
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• AASHTO LRFD Movable Highway Bridge Design Specifications and Interims
• AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires
and Traffic Signals, and Interims
• AASHTO/-AWS-D1. 5M/D1.5: An American National Standard Bridge Welding Code
• AASHTO Guide Specifications for Structural Design of Sound Barriers
• AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating
(LRFR) of Highway Bridges
• FDOT Bridge Load Rating Manual
• FDOT Structures Manual
• FDOT Structures Design Bulletins (available on FDOT Structures web site only)
Geotechnical:
• FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary
Specifications
• Manual of Florida Sampling and Testing Methods
• Soils and Foundation Handbook
2.22 Services to be Performed by the COUNTY
When appropriate and /or available, the COUNTY will provide project data including;
• Numbers for field books.
• Preliminary Horizontal Network Control.
• Access for the CONSULTANT to utilize the COUNTY's Information Technology
Resources.
• All COUNTY agreements with Utility Agency Owner (UAO).
• All certifications necessary for project letting,
• Building Construction Pert -nit Coordination (Turnpike)
• All information that may come to the COUNTY pertaining to future improvements.
• All future information that may come to the COUNTY during the term of the
CONSULTANT's Agreement, which in the opinion of the COUNTY is necessary for the
prosecution of the work.
• Available traffic and planning data.
• All approved utility relocations.
• Project utility certification.
• Any necessary title searches.
• Engineering standards review services.
• All available information in the possession of the COUNTY pertaining to utility
companies whose facilities may be affected by the proposed construction.
• All future information that may come to the COUNTY pertaining to subdivision plans so
that the CONSULTANT may take advantage of additional areas that can be utilized as
part of the existing right of way.
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• Systems traffic for Projected Design Year, with K, D, and T factors,
• Previously constructed Highway Beautification or Landscape Construction Plans
• Landscape Opportunity Plan(s)
• Existing right of way maps.
• Existing cross slope data for all RRR projects.
• Existing pavement evaluation report for all RRR projects.
• PD&E Documents
• Design Reports
• Letters of authorization designating the CONSULTANT as an agent of the COUNTY in
accordance with F.S. 337.274.
• Phase reviews of plans and engineering documents.
• Regarding Environmental Permitting Services:
o Approved Permit Document when available.
o Approval of all contacts with environmental agencies.
o General philosophies and guidelines of the COUNTY to be used in the fulfillment of
this contract.
o Objectives, constraints, budgetary limitations, and time constraints will be completely
defined by the Project Manager.
o Appropriate signatures on application forms.
3 PROJECT COMMON AND PROJECT GENERAL TASKS
Project Common Tasks
Project Common Tasks, as listed below, are work efforts that are applicable to many project
activities, 4 (Roadway Analysis) tlu•ough 36 (3D Modeling). These tasks are to be included in the
project scope in each applicable activity when the described work is to be performed by the
CONSULTANT.
Project Research: The CONSULTANT shall perform research of existing PUD and DR]
documents for developments adjacent to the project for commitments regarding Right-of-way,
Stormwater Management, Roadway Improvements, or any other commitments involving the
interests of the COUNTY.
Pro iect Research: The CONSULTANT shall research existing engineering Studies, PUD, and DRI
documents for developments adjacent to the project for commitments regarding Right-of-way,
Stormwater Management, Roadway Improvements, or any other commitments involving the
interests of the COUNTY. The CONSULTANT shall anticipate up to ten (10) PUD's or DRI's
approved by the COUNTY to be incorporated into the plans before Phase IV plans submittal stage
of the contract.
Cost Estimates: The CONSULTANT shall be responsible for producing an opinion of probable
construction cost estimate and reviewing and updating the cost estimate at project milestones —
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Phase I (30%), 11(60%), Ill (90%), and 1V (100% or final) including the bid schedule.
The CONSULTANT shall be responsible for inputting the pay items and quantities into a
Summary of Pay Items sheet with all required Plans submittals as required.
Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for
all items of work not covered by the FDOT Standard Specifications for Road and Bridge
Construction and the workbook of implemented modifications.
A Technical Special Provision shall not modify the Standard Specifications and implement
modifications in any way,
The Technical Special Provisions shall describe work, materials, equipment, and specific
requirements, method of measurement, and basis of payment. Proposed Technical Special
Provisions will be submitted to the COUNTY's Project Manager for review and approval before
incorporating into the contract documents. The Technical Special Provisions will be reviewed for
suitability in accordance with the Handbook for Preparation of Specification Packages, The
COUNTY's Project Manager will provide the Technical Special Provisions to the COUNTY
Attorney's Office for review and comment. All comments will be returned to the CONSULTANT
for correction and resolution. Final Technical Special Provisions shall be digitally signed and
sealed in accordance with applicable Florida Statutes
Supplemental Terms and Conditions (Exhibit 1): The CONSULTANT shall provide Supplemental
Terms and Conditions (STC) as required by the project. Supplemental Terms and Conditions are
defined as follows:
A Supplemental Term and Condition shall not modify the FDOT Standard Specifications for Road
and Bridge Construction in any way but shall provide instructions to the contractor regarding the
contract documents that are not covered by the FDOT's Standard Specification and are not
classified as a Technical Special Provision. STCs are project specific and related to the
COUNTY's general procedures and practices and take precedence over any conflicting terms in
the order of contract documents.
Field Reviews: The CONSULTANT shall make as many trips to the project site as required to
obtain necessary data for all elements of the project.
Technical Meetin s: The CONSULTANT shall attend all technical meetings necessary to execute
the Scope of Services of this contract. This includes meetings with the COUNTY and FDOT or
other Agency staff, between disciplines and CONSULTANT'S, such as access management
meetings, pavement design meetings, local governments, progress review meetings (phase review),
and miscellaneous meetings. The CONSULTANT shall prepare, and submit to the COUNTY'S
Project Manager for review, the meeting minutes for all meetings attended by them. The meeting
minutes are due within five (S) working days of attending the meeting.
Quality Assurance/Duality Control: It is the intention of the COUNTY that design
CONSULTANTS, including their SUBCONSULTANT(s), are held responsible for their work,
including plans review. The purpose of CONSULTANT plan reviews is to ensure that
CONSULTANT plans follow the plan preparation procedures outlined in the FDOT Design
Manual, that state and federal design criteria are followed with the FDOT concept, and that the
CONSULTANT submittals are complete. All SUBCONSULTANT document submittals shall be
submitted by the SUBCONSULTANT directly to the CONSULTANT for their independent
Quality Assurance/Quality Control review and subsequent submittal to the COUNTY.
It is the CONSULTANT'S responsibility to independently and continually QC their plans and
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other deliverables. The CONSULTANT should regularly communicate with the COUNTY 's
Design Project Manager to discuss and resolve issues or solicit opinions from those within
designated areas of expertise.
The CONSULTANT shall be responsible for the professional quality, technical accuracy, and
coordination of all surveys, designs, drawings, specifications, and other services furnished by the
CONSULTANT and their SUBCONSULTANT(s) under this contract.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be
utilized to verify, independently check, and review all maps, design drawings, specifications, and
other documentation prepared as a part of the contract. The CONSULTANT shall describe how
the checking and review processes are documented to verify that the required procedures were
followed. The Quality Control Plan shall be one specifically designed for this project. The
CONSULTANT shall submit a Quality Control Plan for approval within twenty (20) business days
of the written Notice to Proceed. It shall be signed by the CONSULTANT's Project Manager and
the CONSULTANT QC Manager. The Quality Control Plan shall include the names of the
CONSULTANT'S staff that will perform the quality control reviews. The Quality Control reviewer
shall be a Florida Licensed Professional Engineer fully prequalified under F.A.C. 14-75 in the
reviewed work type. A marked -up set of prints from a Quality Control Review indicating the
reviewers for each component (structures, roadway, drainage, signals, geotechnical, signing and
marking, lighting, landscape, surveys, etc.) and a written resolution of comments on a point -by -
point basis will be required, if requested by the COUNTY, with each phase submittal. The
responsible Professional Engineer, Landscape Architect, or Professional Surveyor & Mapper who
performed the Quality Control review will sign a statement certifying that the review was
conducted and met the required specifications.
The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in
the designs, maps, drawings, specifications, and/or other products and services.
Independent Peer Review: The COUNTY will furnish the Independent Peer Review tasks under
a separate contract at 60% and 90% design submittal phases and occur concurrently with
COUNTY review. The CONSULTANT shall provide to the Independent Peer Reviewer access
to all project plans and documents when requested. The independent peer review does not relieve
the CONSULTANT from the responsibility of their internal quality control process and shall
remain accountable for the professional quality and technical accuracy of their work product.
The Independent Peer Review for design Phase Plans submittals shall ensure the plans meet the
FDM, the FDOT Manual of Uniform Minimum Standards for Design, Construction and
Maintenance for Streets and Highways ("Florida Greenbook"), Standard Plans, and FDOT CADD
Manual. The ConstructabilitylBiddability Review shall ensure the project can be constructed and
paid for as designed. ConstructabilitylBiddability Reviews should be conducted prior to the 90%
and Final submittals, using the FDOT Phase Review Checklist (Guidance Document 1-1-A) from
the Construction Project Administration Manual (CPAM) as a minimum guideline. The
CONSULTANT shall submit this checklist and the "marked -up" set of plans during this review
and review comments and comment responses from any previous ConstructabilitylBiddability
reviews. These items will be reviewed by COUNTY's Project Manager.
Supervision: The CONSULTANT shall supervise all technical design activities.
Coordination: The CONSULTANT shall coordinate with all project disciplines to produce a final
set of construction documents.
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Project General Tasks
Project General Tasks, described in Sections 3.1 through 3.14 below, represent work efforts that
are applicable to the project and not to any one or more specific project activity. The work
described in these tasks shall be performed by the CONSULTANT when included in the project
scope.
3.1 Public Involvement
The CONSULTANT shall prepare for and attend (2) public meeting(s), after the 30% and 60%
Phase plan submittal as directed by the COUNTY.
Public involvement includes communicating to all interested persons, groups, and government
organizations information regarding the development of the project. The CONSULTANT shall
provide to the COUNTY drafts of ail Public Involvement documents (i.e., newsletters, property
owner letters, advertisements, etc.) associated with the following tasks for review and approval at
least five (5) business days prior to printing and / or distribution.
The public need will heavily influence the construction schedule, construction phasing, and
maintenance of traffic. The CONSULTANT shall develop collaborative project solutions to
maintain necessary public access during construction.
The public meetings will be scheduled after the 30% and 60% submittals. The goal of the public
meeting will be to introduce the design phase of the project to the public and receive feedback. The
CONSULTANT shall process the public information received, discuss the results, and integrate
the needs of the public into the project if requested by the COUNTY. The CONSULTANT should
be mindful of economic feasibility and the needs of the project defined herein when incorporating
changes,
The CONSULTANT will be expected to develop and provide all necessary exhibits for the public
meetings.
Collect Public Input: This activity occurs tlu•oughout the life of the project, requiring the
CONSULTANT to maintain files, newspaper clippings, letters, emails, and any record of direct
contact before, during, and after the Public Workshops. Input will be gathered during the Public
Workshops, or by other methods, such as personal contact, letters, surveys, visits, phone calls,
website comments in response to or following said meeting,
Comments and Coordination Report: A comments and coordination report shall be prepared,
containing documentation of the public participation accomplished throughout the design
period. This report should summarize and respond to the comments received from the public
involvement workshops, agency coordination, etc.
3.1.1 Community Awareness Plan
At the onset, the CONSULTANT will prepare a written Community Awareness Plan outlining
each element of the public involvement projects. The plan shall be updated and amended through
the contract and indicate the basic public involvement approach to be taken with the project. It will
list the contact persons, media officials, and agencies as well as the means that will be used to
involve them in the process. The Public Involvement Plan will be submitted to the COUNTY for
approval.
3.1.2 Notifications
Upon receipt of the COUNTY's written approval of the Public Involvement Plan, letters shall be
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prepared and mailed by the CONSULTANT to local government elected officials. The letters
shall be consistent with the Public Involvement Plan, introducing the CONSULTANT and
informing officials of the project. Additional contacts shall be maintained throughout the design
process as designated in the Public Involvement Plan.
3.1.3 Preparing Mailing Lists
At the beginning of the project, The CONSULTANT shall identify all impacted property owners
and tenants (within a minimum of 300 feet of the project corridor). The CONSULTANT will
develop and maintain a computerized database of contacts, beginning with a list of those notified
in the Kickoff Notification Process, Public officials, community service organizations,
environmental agencies, local and regional transportation officials, and special interest groups shall
be identified by the CONSULTANT as those individuals or groups to be affected by the project.
The CONSULTANT shall prepare a mailing list of all such entities and shall update the mailing
list as needed during the life of the project.
3.1.4 Median Modification Letters — NIA
a. Note: The CONSULTANT shall include a Typical Section of Wilson Boulevard in the
Public Involvement Meeting Mailing(s) and Project Newsletter(s) and wording related to
the proposed roadway modification from a undivided to a divided roadway.
3.1.5 Driveway Modification Letters — NIA
• Note: The ROW Agreements will address the driveway modifications. The Sketch and
Descriptions for the ROW acquisition and Temporary Driveway Restoration Easements will
be available for discussions with individual homeowners effected. The Plans and Public
Involvement displays will reflect the required modifications.
3.1.6 Newsletters
If requested by the COUNTY, the CONSULTANT shall prepare newsletters for distribution to
elected officials, public officials, property owners along the corridor and other interested parties.
The letters will be sent by the CONSULTANT. Two (2) Newsletters are anticipated.
3.1.7 Renderings
The CONSULTANT shall prepare project renderings for use in public meetings,
3.1.8 PowerPoint Presentations
The CONSULTANT shall prepare PowerPoint presentations which demonstrate project intent for
use at two (2) public meetings, MPO Meetings, HOA Meetings or Board Meetings.
3.1.9 Public Meeting Preparations
The CONSULTANT shall prepare the necessary materials for use in two (2) public meetings. One
meeting will be scheduled at the 30% design completion and the second will be scheduled after the
60% plan submittal.
The COUNTY will investigate potential meeting sites to advise the CONSULTANT on their
suitability. The COUNTY will pay all costs for meeting site rents and insurance. No COUNTY
meetings will be held on public school system properties. The COUNTY shall be responsible for
all news/press releases coordination and costs.
3.1.10 Public Meeting Attendance and Follow-up
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The CONSULTANT shall attend up to two (2) public meetings, assist with meeting setup and take
down, The CONSULTANT shall also prepare a summary of the public meeting that includes all
copies of all materials shown or provided at the public meeting. The summary shall also include a
listing of all written comments made during or after the meeting and responses to those written
comments.
The CONSULTANT will attend the tnectings with an appropriate number of personnel to assist
the COUNTY'S Project Manager,
The CONSULTANT should anticipate two (2) public information meetings during the design
process,
3.1.11 Other Agency Meetings
In addition to the scheduled public meetings, the CONSULTANT may be required to participate
in meetings with local governing authorities and/or Metropolitan Planning Organization (MPO),
The CONSULTANT's participation may include, but not be limited to, presentations during the
meeting, note taking, and summarizing the meeting in a memo to the file, It is estimated for this
project there will be two (2) meetings with local governing authorities and/or MPOs during the
design.
3.1.12 Web Site
CONSULTANT will provide Public Involvement Graphics to COUNTY for the COUNTY
Website.
3.2 Joint Project Agreements — NIA
3.3 Specifications & Estimates
3.3.1 Specifications Package Preparation
The CONSULTANT shall prepare and provide a specifications package for those specifications
NOT considered FDOT Standard Specifications (ex. Lighting, Traffic Signals etc,). The
specifications package shall address all items and areas of work and include any Mandatory
Specifications, Modified Special Provisions, and Technical Special Provisions.
The specifications package must be submitted for review to the COUNTY's Project Manager along
with the 90% plans submittal. This submittal does not require signing and sealing and shall be
coordinated through the COUNTY's Project Manager, The CONSULTANT shall coordinate with
the COUNTY on the submittal requirements, but at a minimum shall consist of (1) the complete
specifications package, and (2) a copy of the 90% project plans.
The final submittal of the specifications package must occur along with the li ina11100% plan
submittal. This submittal shall be signed, dated, and sealed in accordance with applicable Florida
Statutes.
3.3.2 Estimated Quantities Report Preparation
The CONSULTANT shall develop an Estimated Quantities (EQ) Report beginning with Phase III
submittal and for all subsequent submittals. Includes loading category information, pay items, and
quantities.
3.4 Contract Maintenance and Project Documentation
Contract maintenance includes project management effort for complete setup and maintenance of
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files, electronic folders, and documents, developing technical monthly progress reports and
schedule updates. Project documentation includes the compilation and delivery of final documents,
reports or calculations that support the development of the contract plans; includes uploading files
to an FTP server.
3.5 Value Engineering (Multi -Discipline Team) Review
CONSULTANT will prepare for and participate in a Value Engineering Review of the Plans after
the 30% Plans Submittal.
3.6 Prime CONSULTANT Project Manager Meetings
Includes only the Prime CONSULTANT Project Manager's time for travel and attendance at
Activity Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab
3 Project General Task of the staff hour forms. Staff hours for other personnel attending Activity
Technical Meetings are included in the meeting task for that specific Activity.
3.7 Plans Update
The effort needed for Plans Update services will vary from project to project, depending on size
and complexity of the project and the duration of time spent "on the shelf."
Specific services will be negotiated as necessary as a contract amendment.
3.8 Post Design Services
Post Design Services may include, but are not limited to, meetings, construction assistance, plans
revisions, shop drawing review, specific survey services (shown below), review of as -built
drawings. Note: Bridge Load ratings will be done by CEI.
• One (1) Public Meeting is anticipated. Requirements are the same as those in Section 3.1
when applicable.
• Set R/W monumentation as depicted on final R/W maps for corridor and water retention
areas.
Post Design Services are not intended for instances of CONSULTANT errors and/or omissions.
All CONSULTANT contact with the Contractor shall be made through the COUNTY'S
Construction Project Manager. The CONSULTANT shall not contact the Contractor directly
unless there is a possible immediate threat to public health and/or safely. The COUNTY'S
Construction Project Manager must be contacted immediately thereafter.
The COUNTY CEI is responsible for confirming that all quality control testing and requirements
of the approved Quality Control Plan have been executed and the results are satisfactory per the
design requirements.
The CONSULTANT shall visit the construction site at key phases of the project to verify as -built
conditions. This will require the CONSULTANT to coordinate with the COUNTY'S Project
Manager during construction and attend construction meetings as required or requested by the
COUNTY, The CONSULTANT shall meet with the COUNTY'S Project Manager during the
Quality Control submittal/review to establish the anticipated stages of construction.
The CONSULTANT must notify the COUNTY'S Project Manager of any design related issues
as soon as possible.
It is important that all significant changes made during construction be documented by the
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CONTRACTOR in the final as -built plans. The CONTRACTOR shall markup sheets requiring
minor (non -engineering analysis) as -built changes and show those changes on the Final Signed and
Sealed As -Built Signature Sheet(s), Major changes resulting in issuance of revised contract
documents must also be included in the as -built package and recorded appropriately on the Final
Signed and Sealed As -built Signature Shect(s),
CONSULTANT will provide PDFs of Plans to CONTRACTOR for preparation of As -Built
Drawings by CONTRACTOR. Any changes proposed by the Contractor must be signed and sealed
by the Contractor's FOR and approved by the Engineer. This may be a Cost Savings Initiative
Proposal (CSIP) redesign or an original design of certain components including Shop Drawings.
All original documents obtained by the CONSULTANT will be turned over to the COUNTY at
the end of the project or upon request by the COUNTY. All documents obtained for inclusion in
the Final As -Built Documents Package must be Quality Control reviewed by the CONSULTANT
to ensure correctness and legibility. The CONSULTANT shall contact the COUNTY if any
deficiencies are identified.
The Final As -Built Documents Package Certification(s) must be digitally signed and sealed by the
CEI CONSULTANT
Quality assurance material testing will be the responsibility of the CONTRACTOR.
3.9 Digital Delivery
The CONSULTANT shall deliver final contract plans and documents in digital format (PDF and
CAD). The final contract plans, and documents shall be digitally signed, and sealed files delivered
to the COUNTY on acceptable electronic media, as determined by the COUNTY. Deliverables
shall be provided in both pdf and CADD formats. See Section 2.20 for details
3.10 Risk Management
The CONSULTANT shall identify potential risks associated with design and construction of the
project. Risks may include but not be limited to environmental conditions, public opposition,
economic conditions, material costs, right of way costs, utility involvement, permitting delays, loss
of key personnel, etc. The CONSULTANT shall provide to the COUNTY a Risk Management
Plan following the procedures outlined in FDOT's Project Management Handbook, Chapter 19,
preceding the development of 30% design plans.
3.11 Railroad, Transit and/or Airport Coordination — NIA
3.12 Landscape and Existing Vegetation Coordination
Coordinate with the COUNTY'S Project Manager to ensure preservation and protection of existing
vegetation. Relocation of existing vegetation may be necessary in some cases. Space for proposed
landscape should be preserved and conflicts with drainage, utilities, ITS, and signage should be
minimized. Coordination with the COUNTY'S Landscape Architect
(Pamela.Lulicli@collierCOUNTYfi.gov) may be necessary as defined in 4.12.
3.13 Transit Coordination
The CONSULTANT shall coordinate with the COUNTY's Project Manager
and Transit Coordinator to include any features needed by the Collier Area Transit (CAT).
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3.14 Other ProjectGeocralTasks
The CONSULTANT shall assist the COUNTY during the constriction bidding phase of the
project including, but not limited to, attending the pre -bid meeting, addressing addendum,
evaluating bids and bidders, and providing written letters of recommendation.
4 ROADWAY ANALYSIS
The CONSULTANT shall analyze and document Roadway Tasks in accordance with all
applicable manuals, guidelines, standards, handbooks, procedures, and current design
memorandums.
4.1 Typical Section Package
The CONSULTANT shall submit a Typical Section Package for review before the 30% plans
submittal as described in Section 2.0. Minor modifications (if required) shall be incorporated and
resubmitted for final approval by the COUNTY.
4,2 Pavement Type Selection Report - N/A
• Nate: Flexible Pavement Design will be Utilized.
43 Pavement Design Package
The CONSULTANT shall provide a Pavement Design Package for review and approval before
the 60% plans submittal date.
4A Cross -Slope Correction
The CONSULTANT shall investigate any existing pavement to be retained within the project
limits and include any required correction of existing cross -slopes in the design. Cross slope
information will be collected at 100' intervals. After the analysis of the cross slopes a
recommendation will be provided as part of the Design Report (Section 4,15). The
CONSULTANT will coordinate with Collier County Maintenance to help identify any known
locations which may be deficient.
4.5 IiorizontallVertical Alaster Design Files
The CONSULTANT shall design (lie geometries using the most appropriate design standards.
Proper consideration shall be given to the design traffic volumes, design speed, capacity and levels
of service, functional classification, adjacent land use, design consistency and driver expectancy,
aesthetics, existing vegetation to be preserved, pedestrian and bicycle concerns, ADA requirements,
Safe Mobility For Life Program, access management, and scope of work. The CONSULTANT
shall also develop utility conflict information to be provided to (he project Utility Coordinator in
the fomtat requested by the COUNTY.
4.6 Access Nanagement
The CONSULTANT shall incorporate access management standards for the project as appropriate.
The CONSULTANT shall review adopted access management standards and the existing access
conditions (signalized intersection spacing, median opening spacing, and connection spacing). New
Median openings and altered existing accesses shall be shown on plan sheets and submitted with
supporting documentation for review with the first plaits submittal.
The COUNTY shall provide access management classification infonna(ion to be used by the
CONSULTANT.
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• Note: Access Management to businesses adjacent to the Wilson Blvd/Golden Gate Blvd
Intersection shall be evaluated and alternatives prepared for consideration/discussion with
adjacent businesses. Site/Civil improvements to the adjacent business parcels is not included
in this scope of services and will be considered Additional Services if requested.
4.7 Roundabout Evaluation —N/A
4.8 Roundabout Final Design Analysis— NIA
4.9 Cross Section Design Files
The CONSULTANT shall establish and develop cross section design files in accordance with the
FDOT CADD manual.
The CONSULTANT shall establish and develop cross section design files in accordance with the
applicable FDOT CADD manual sections for the Bentley Microstation platform. In addition, the
CONSULTANT shall coordinate with all utility owners to obtain the location of subsurface
facilities. All utilities' existing locations and proposed relocations shall be shown on the cross
sections.
Includes all work required to establish and utilize intelligent/automated methods for creating cross
sections including determining the locations for which all cross sections will be shown, existing
and proposed features, cross section refinement, placement of utilities and drainage, soil boxes,
R/W lines, earthwork calculations, and other required labeling.
4.0 Temporary Traffic Control Plan (TTCP) Analysis
The CONSULTANT shall design a safe and effective TTCP to move vehicular and pedestrian
traffic during all phases of construction. The design shall include construction phasing of temporary
and permanent roadways ingress and egress to existing property owners and businesses, routing,
signing and pavement markings, and detour quantity tabulations, roadway pavement, drainage
structures, ditches, front slopes, back slopes, drop offs within clear zone, transit stops, and traffic
monitoring sites. Special consideration shall be given to the construction of the drainage system
when developing the construction phases, Positive drainage must always be maintained. The design
shall include construction phasing of roadways to accommodate the construction or relocation of
utilities when the contract includes Joint Project Agreements (JPAs). It is anticipated that the plans
will be Level II Traffic Control Plans.
The CONSULTANT shall investigate the need for temporary traffic signals, temporary lighting,
alternate detour roads, and the use of materials such as sheet piling in the analysis. The Traffic
Control Plan shall be prepared by a certified designer who has completed training as required by
the FDOT. Before proceeding with the Traffic Control Plan, the CONSULTANT shall meet with
the appropriate COUNTY personnel. The purpose of this meeting is to provide information to the
CONSULTANT that will better coordinate the Preliminary and Final TTCP efforts.
The CONSULTANT shall consider the local impact of any lane closures or alternate routes. When
the need to close a road is identified during this analysis, the CONSULTANT shall notify the
COUNTY's Project Manager as soon as possible. Proposed road closings must be reviewed and
approved by the COUNTY. Diligence shall be used to minimize negative impacts by appropriate
specifications, recommendations, or plans development. Local impacts to consider will be local
events, holidays, peak seasons, detour route deterioration and other eventualities.
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4.11 Master TTCP Design Files
The CONSULTANT shall develop master TTCP files (Level 11) showing each phase of the TTCP.
This includes all work necessary for designing lane configurations, diversions, lane shifts, signing
and pavement markings, temporary traffic control devices, and temporary pedestrian ways.
4.12 Selective Clearing and Grubbing— NIA
Note: CONSULTANT will coordinate with COUNTY landscaping staff to discuss impacts to
median vegetation along hurnokalee Road and Golden Gate Boulevard. It is anticipated that these
areas will be removed prior to construction (by others),
4.13 Tree Disposition/Relocation Plans- N/A
4.14 Design Variations and Exceptions
The CONSULTANT shall prepare the documentation necessary to gain COUNTY approval of all
appropriate Design Variations and/or Design Exceptions before the first submittal. Up to two (2)
Design Variations/Design Exceptions are anticipated.
4.15 Design Report
The CONSULTANT shall prepare all applicable report(s) as listed in the Project Description
section of this scope.
The CONSULTANT shall submit to the COUNTY design notes, data, and calculations to
document the design conclusions reached during the development of the contract plans.
The design notes, data, and computations shall be recorded on size 8'/z"xI V sheets, fully titled,
numbered, dated, indexed, and signed by the designer and the checker. Computer output forms and
other oversized sheets shall be folded to 8'/z"xl I" size. The data shall be in a hardback folder for
submittal to the COUNTY. Digital copies of all paper submittals above shall be provided in pdf or
Microsoft Word format.
4.16 Quantities
The CONSULTANT shall develop accurate quantities and the supporting documentation.
4.17 Cost Estimate
The CONSULTANT shall provide the Engineer's Estimate of Probable Cost at each submittal
phase. The Engineer's Estimate of Probable Cost shall be updated and adjusted at each submittal to
be maintained up to and including final bid documents submittal.
4.18 Technical Special Provisions and Modified Special Provisions
The CONSULTANT shall provide Technical Special Provisions for all items of work not covered
by the FDOT Standard Specifications for Road and Bridge Construction and recurring special
provisions. Standard Specifications, recurring special provisions, and supplemental specifications
should not be modified unless necessary to control project -specific requirements. All modifications
to other sections must be justified to the COUNTY to be included in the project's specifications
package as Technical Special Provisions.
The Technical Special Provisions shall describe work, materials, equipment and specific
requirements, method of measurement, and basis of payment. These provisions shall be submitted
electronically (PDF's).
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4.19 Other Roadway Analyses
Project Management Services and Expert Witness Services for ROW Acquisition.
4.20 Field Reviews
The CONSULTANT shall include and be available to attend a plans -in -hand field review with the
COUNTY at the 60% and 90% submittals. Field reviews will be conducted upon completion of
COUNTY reviews of plans submitted by the CONSULTANT for each submittal period. The
anticipated format for these meetings will be an in -office review of COUNTY comments in the
morning, followed by an afternoon field visit to areas of concern at the project site. This item also
includes all trips required to obtain necessary data for all elements of the roadway analysis
identified in this scope of work.
4.21 Monitor Existing Structures
The CONSULTANT shall perform field observations to visually identify existing structures within
the project limits that may require settlement, vibration or groundwater monitoring by the
contractor during construction according to FDM Chapter 307,
The CONSULTANT shall coordinate with and assist the geotechnical engineer and/or structural
engineer in identifying those structures and developing mitigation strategies (when applicable).
The CONSULTANT shall identify the necessary pay items to be included in the bid documents to
monitor existing structures,
4.22 Technical Meetings
Includes meetings with the COUNTY or other Agency staff, between disciplines and
CONSULTANTS, such as access management meetings, pavement design meetings, progress
review meetings (phase review), road safety audit (A formal Road Safety Audit will not be
performed, nor a report prepared as part of these scope of services) and miscellaneous meetings
necessary for all elements of the roadway analysis identified in this scope of work.
4.23 Quality AssuraneelQuality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy and
coordination of all surveys, designs, drawings, specifications and other services furnished by the
CONSULTANT under this contract.
4,24 Independent Peer Review
Please see Section 3.0.
4.25 Supervision
Includes all efforts required to supervise all technical design activities,
4.26 Coordination
Includes all efforts to coordinate all elements of the roadway analysis to produce a final set of
construction documents.
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5 ROADWAY PLANS
The CONSULTANT shall prepare Roadway, Drainage, TTCP, Utility Adjustment Sheets, plan
sheets, notes, and details as shown in the FDM Summary of Phase Submittals Table 301.2.2, The
plans shall include the following sheets necessary to convey the intent and scope of the project for
the purposes of construction,
5.1 Key Sheet
5.2 Typical Section Sheets
5.2.1 Typical Sections
5.2.2 Typical Section Details
5.3 General Notes/Pay Item Notes
5.4 Project Layout
5.5 Plan/Profile Sheet
5.6 Profile Sheet —NIA
5.7 Plan Sheet — NIA
5.8 Special Profile
5.9 Back -of -Sidewalk Profile Sheet — NIA
5.10 Interchange Layout Sheet — NIA
5.11 Ramp Terminal Details (Plan View) — NIA
5.12 Intersection Layout Details
5.13 Special Details
5.14 Cross -Section Pattern Sheets — NIA
5,15 Roadway Soil Survey Sheets
5,16 Cross Sections
5.17 Temporary Traffic Control Plan Sheets
5.18 Temporary Traffic Control Cross Section Sheets
5.19 Temporary Traffic Control Detail Sheets
5.20 Utility Adjustment Sheets
5.21 Selective Clearing and Grubbing Sheets — NIA
5.21.1 Selective Clearing and Grubbing -NIA
5.21.2 Selective Clearing and Grubbing Details - NIA
5.22 Tree Disposition Plan Sheets- NIA
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5.22.1 Tree Disposition Plan Sheets -NIA
5.22.2 Tree Disposition Plan Tables and Schedules — NIA
5.23 Project Control Sheets
5.24 Environmental Detail Sheets — Nine (9) potential Contamination Sites were identified in
Corridor Study. These Sites May/will require Environmental Data Sheets.
5.25 Utility Verification Sheets (SUE Data)
5.26 Quality Assurance/Quality Control
5.27 Supervision
6a DRAINAGE ANALYSIS
The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums.
The CONSULTANT shall make drainage design recommendations to the COUNTY for the type
of drainage system that should be used for the project, i.e., closed -drainage system and/or open
roadside ditches. Once the drainage system is accepted and approved by the SFWMD and the
Notice of Intent to Permit from SFWMD is received, any changes to the system requested by the
COUNTY shall be considered as Additional Services. The CONSULTANT is responsible for
designing a drainage and stormwater management system that complies with the requirements of
the appropriate regulatory agencies (SFWMD) and the FDOT's Drainage Manual.
The CONSULTANT shall coordinate fully with the appropriate permitting agencies and
COUNTY staff. All activities and submittals should be coordinated through the COUNTY's
Project Manager. The work will include the engineering analyses for any or all the following:
6a.1 Drainage Map Hydrology
The CONSULTANT shall create a (pre -and/or post -condition) working drainage basin map to be
used in defining the system hydrology, This map shall incorporate drainage basin boundaries,
existing survey and/or LiDAR, and field observations, as necessary, to define the system. Basin
delineations shall also include any existing collection systems in a logical manner to aid in the
development of the hydraulic model, Include coordination hours needed to convey drainage
hydrologic features onto produced drainage maps. Examine all adjacent property outfall points to
determine whether acconnnodations for offsite drainage must be incorporated into the project
drainage system,
6a.2 Base Clearance Calculations
The CONSULTANT shall analyze, determine, and document high water elevations per basin
which will be used to set roadway profile grade and roadway materials. Determine surface water
elevations at cross drains, floodplains, outfalls and adjacent stormwater ponds. Determine
groundwater elevations at intervals between the above -mentioned surface waters. Document
findings in a Drainage Report,
6a.3 Pond Siting Analysis and Report
Evaluate pond sites using a preliminary hydrologic analysis. Document the results and coordination
for all the project's pond site analyses. The FDOT Drainage Manual provides specific
documentation requirements.
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6aA Design of Cross Drains
Analyze the hydraulic design and performance of cross drains. Check existing cross drains to
determine if they are structurally sound and can be extended. Document the design as required.
Determine and provide flood data as required.
• Cocohatchee Canal Box Culvert
6a.5 Design of Ditches
Design roadway conveyance ditches. This task includes capacity calculations, longitudinal grade
adjustments, flow changes, additional adjustments for ditch convergences, selection of suitable
channel lining, design of side drainpipes, and documentation. (Design of linear stormwater
management facilities in separate task.) Task shall be limited to Wilson Boulevard, Golden Gate
Boulevard within scope limits, and the five (5) Side Street Swales ((related to pond outfalls).
6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond)
Design stormwater management facilities to meet requirements for stormwater duality treatment,
attenuation and aesthetics. Develop proposed pond layout (contributing drainage basin, shape,
contours, slopes, volumes, tie-ins, aesthetics, etc.), perform routing, pollutantlnutrient loading
calculations, recovery calculations, design the outlet control structure and buoyancy calculations
for pond liners when necessary.
6a.7 Design of Stormwater Management Facility (Roadside Treatment S}vales and Linear
Ponds) — NIA
6a.8 Design of Floodplain Compensation
Determine floodplain encroachments, coordinate with regulatory agencies, and develop proposed
compensation area layout (shape, contours, slopes, volumes, etc.). Document the design following
the requirements of the regulatory agency.
Note; It is assumed that the proposed drainage ponds will mitigate the floodplain compensation
needs.
6a.9 Design of Storrs Drains
Delineate contributing drainage areas, determine runoff, inlet locations, and spread. Calculate
hydraulic losses (friction, utility conflict, and, if necessary, minor losses). Determine design
tailwater and, if necessary, outlet scour protection.
6a.10 Optional Culvert Material
Determine acceptable options for pipe materials using the Culvert Service Life Estimator.
6a.11 French Drain Systems — NIA
6a.1 la Existing French Drain Systems — NIA
6a.12 Drainage Wells —N/A
6a.13 Drainage Design Documentation Report
Compile drainage design documentation into report format. Include documentation for all the
drainage design tasks and associated ►nectings and decisions, except for stand-alone reports, such
as the Pond Siting Report and Bridge Hydraulics Report(s).
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6a.14 Bridge Hydraulic Report(s) — One (1) Required
Calculate hydrology, hydraulics, deck drainage, scour, and appropriate countermeasures. Prepare
report and the information for the Bridge Hydraulics Recommendation Sheet.
a. Curry Canal Bridge
b. Box Culvert at Immokalee Rd
6a.15 Temporary Drainage Analysis
Evaluate and address drainage to adequately drain the road and maintain existing offsite drainage
during all construction phases. Provide documentation.
6.a.16 Drainage Quantities for EQ Report
6a.17 Cost Estimate
Prepare cost estimates for the drainage components, except bridges and earthwork for stormwater
management and flood compensation sites.
6a.18 Technical Special Provisions 1 Modified Special Provisions
6a.19 Hydroplaning Analysis
Perform a hydroplaning analysis to assist in the determination of the appropriate roadway geometry
for all necessary locations (both typical sections and critical cross sections) as needed. See the
FDOT Hydroplaning Guidance and FDOT Design Manual (FDM) Chapters 210 and 211 for more
information.
6a.20 Existing Permit Analysis
Data gathering including desktop analysis of local, state, and federal Drainage permits.
6a.21 Other Drainage Analysis
a. Side Street Drainage Swale Analysis and Recommendations — The eighteen (18)
Intersecting Side Streets may/will require improvements to accommodate the off -site
drainage conveyed from Wilson Boulevard off -site swales, As part of the proposed
drainage pond outfalls, five (5) swales (1.84 miles) of the thirty-six (36) side street swales
(26.42 miles) will be improved. However, the remaining 31 swales (24.57 miles)
may/will require improvements. As part of this analysis, survey will be performed along
these side streets to identify drainage features such as swales, culverts, outfall structures,
etc. that may require improvements. An analysis will be performed based on this survey
to evaluate existing conditions and make recommendations for improvements. Analysis
will include swale capacity and condition, swale profile, driveway culvert profiles and
condition, and outfall structure (if applicable) conditions. A Technical Memorandum will
be prepared which documents findings. An exhibit will be prepared which depicts
recommendations. The COUNTY will review this data and determine next steps, These
services will be performed as Optional Services No, 4 (See 37.8).
b. Note: At this time, Construction Plans, Details, Specifications, Quantities and Estimates
associated to the above recommendations are not included in these Scope of Services and
may be added as Additional Services by the COUNTY
6a.22 Noise Barrier Evaluation for Drainage Conveyance -- NIA
Note: A Noise Report will be prepared for Wilson Boulevard (3.7 miles) Improvements.
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6.a.23 Erosion Control Plan
6a.24 Field Reviews
6a.25 Technical Meetings
Meetings with COUNTY staff, regulatory agencies, local governments such as meetings
with the Water Management District, FDEP, etc.
6a.26 Environmental Look -Around Meetings
Convene a mecting with COUNTY staff, regulatory agencies, local governments, and other
stakeholders to explore watershed -wide stormwater needs and alternative permitting approaches.
6a.27 Quality Assurance/Quality Control NIA
6a.28 Independent Peer Review — NIA
6a.29 Supervision
6a.30 Coordination
6b DRAINAGE PLANS
The CONSULTANT shall prepare Drainage plan sheets, notes, and details. The plans shall include
the following sheets necessary to convey the intent and scope of the project for the purposes of
construction.
6b.I Drainage Map
6b.2 Bridge Hydraulics Recommendation Sheets
6b.3 Drainage Structures
6b.4 Lateral Ditch Plan/Profile
6b.5 Lateral Ditch Cross Sections — NIA (Incl. in Roadway Cross Sections)
6b.6 Retention/Detention Pond Detail Sheet(s)
6b.7 Retention Pond Cross Sections
6b.8 Erosion Control Plan Sheet(s)
6b.9 SWPPP Sheet(s)
6b.10 Quality Assurance/Quality Control
6b.11 Supervision
7 UTILITIES
The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules,
and plans from the Utility Agency Owners (UAO), ensuring all conflicts between utility facilities
and the COUNTY's construction project are addressed.
The CONSULTANT shall follow FDOT and COUNTY standards, policies, procedures and
design criteria. COUNTY standards are located at: http://www.collier og v.net/your-
aovernment/d ivisi ons-s-z/water/ut i lit i es -standard s-manual
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7.1 Utility Kickoff Meeting
Before any contact with the UAO(s), the CONSULTANT shall meet with the COUNTY Project
Manager to receive guidance, as may be required, to assure that all necessary coordination will be
accomplished in accordance with COUNTY procedures. CONSULTANT shall bring a copy of
the design project work schedule reflecting utility activities,
7.2 Identify Existing Utility Agency Owner(s)
The CONSULTANT shall identify all utilities within and adjacent to the project limits that may
be impacted by the project.
7.3 Malce,Utility Contacts
First Contact: The CONSULTANT shall send letters and two sets of plans to each utility, one set
for the utility office and one set to the COUNTY Offices as required by the District. Includes
contact by phone for meeting coordination. Request type, size, location, easements, and relocation
costs if reimbursement is claimed. Request the voltage level for power lines in the project area.
Send UAO requests for reimbursement to COUNTY for a legal opinion. Include the meeting
schedule (if applicable) and the design schedule. Include typical meeting agenda. If scheduling a
meeting, give 3 weeks advance notice.
Second Contact: At a minimum of 3 weeks prior to the meeting, the CONSULTANT shall transmit
two complete sets of 60% plans and the utility conflict information (when applicable and in the
format requested by the COUNTY) to each UAO having facilities located within the project limits,
and one set to the COUNTY Offices as required by the COUNTY Project Manager.
Third Contact: Identify agreements and assemble packages. The CONSULTANT shall send
agreements, letters, the utility conflict information (when applicable and in the format requested by
the COUNTY) and one set of plans to the UAO(s) including all component sets, one set for the
utility office, one set to construction and maintenance if required. Include the design schedule. Not
all projects will have all contacts as described above.
7.4 Exception Processing
The CONSULTANT shall be responsible for transmitting/coordinating the appropriate design
reports, including, but not limited to, the Preliminary Engineering Report and the Project Scope to
each UAO to identify any condition that may require a Utility Exception. The CONSULTANT
shall identify and communicate to the UAO any facilities in conflict with their location or project
schedule. The CONSULTANT shall assist with processing design exceptions involving Utilities
with the UAO and the COUNTY. Assist with processing per the UAM.
7.5 Preliminary Utility Meeting
The CONSULTANT shall schedule (time and place), notify participants, and conduct a
preliminary utility meeting with all UAO(s) having facilities located within the project limits to
present the project, review the current design schedule, evaluate the utility information collected,
provide follow-up information on compensable property rights from the COUNTY Legal Office,
discuss the utility work by highway contractor option with each utility, and discuss any future
design issues that may impact utilities. This is also an opportunity for the UAO(s) to present
proposed facilities, The CONSULTANT shall keep accurate minutes and distribute a copy to all
attendees.
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7.6 Individual/Field Meetings
The CONSULTANT shall meet with each UAO as necessary, separately or together, throughout
the project design duration to provide guidance in the interpretation of plans, review changes to the
plans and schedules, standard or selective clearing and grubbing work, and assist in the
development of the UAO(s) plans and work schedules. In addition, the CONSULTANT is
responsible for motivating the UAO to complete and return the necessary documents after each
Utility Contact or Meeting.
7.7 Collect and Review Plans and Data from UAO(s)
The CONSULTANT shall review utilityanarked plans and data individually as they are received
for content. Ensure information from the UAO (utility type, material, and size) is sent to the
designer for inclusion in the plans. Forward all requests for utility reimbursement and supporting
docurnentation to the COUNTY.
7.8 Subordination of Easements Coordination
The CONSULTANT, if requested by the COUNTY, shall transmit to and secure from the UAO
the executed subordination agreements prepared by the appropriate COUNTY office.
7.9 Utility Design Meeting
The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility
meeting with all affected UAO(s). The CONSULTANT shall be prepared to discuss impacts to
existing trees/vegetation and proposed landscape, drainage, traffic signalization, temporary traffic
control plans (TTCP) (construction phasing), review the current design schedule and letting date,
evaluate the utility information collected, provide follow-up information on compensable property
rights from COUNTY Legal Office, discuss with each UAO the utility work by highway contractor
option, discuss any future design issues that may impact utilities, etc., to the extent that they may
affect existing or proposed utility facilities with particular emphasis on drainage and TTCP with
each UAO. This meeting shall assist the UAOs in identifying and resolving conflicts between
utilities and proposed construction before completion of the plans, including utility adjustment
details. Also, to work with the UAOs to recommend potential resolution between known utility
conflicts with proposed construction plans as may be deemed practical by the UAO. The
CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees
within three days. See Task 4.5 (Horizontal/Vertical Master Design File) and Task 4.9 (Cross
Section Design Files) for utility conflict location identification and adjustments.
7JO Review Utility Markups & Work Schedules and Processing of Schedules & Agreements
The CONSULTANT shall review utility marked -up plans and work schedules as they are received
for content and coordinate review with the designer, Send color markups and schedules to the
appropriate COUNTY office(s) such as survey, geotechnical, drainage, structures, lighting,
roadway, signals, utilities, landscape architecture, municipalities, maintaining agency, and
COUNTY Traffic Operations for review and comment. Coordinate with the COUNTY for
execution. Distribute Executed Final Documents, Prepare Work Order for UAO(s). The
CONSULTANT shall coordinate with the COUNTY PUD the programming of necessary Work
Program funds.
7.11 Utility Coordination/Follow-up
The CONSULTANT shall provide utility coordination and follow-up. This includes follow-up,
interpreting plans, and assisting the UAOs with the completion of their work schedules and
agreements, Includes phone calls, face-to-face meetings, etc., to motivate and ensure the UAO(s)
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complete and return the required documents in accordance with the project schedule. In addition,
ensure the resolution of all known conflicts. The CONSULTANT shall keep accurate minutes of
all meetings and distribute a copy to all attendees. This task can be applied to all phases of the
project.
7.12 Utility Constructability Review
The CONSULTANT shall review utility schedules against construction contract time and phasing
for compatibility, (Cross Section Design Files) for utility conflict identification and adjustments.
7.13 Additional Utility Services — NIA
Note: There is no Utility Design Work for COUNTY or City of Naples utilities included in these
Scope of Services. Utility Design Services can be added as Additional Services if requested by the
COUNTY,
7.14 Processing Utility Work by Highway Contractor (UWHC) — NIA
7.15 Contract Plans to UAO(s)
The CONSULTANT shall transmit the contract plans as processed for letting to the UAO(s).
Transmittals to UAO(s) may be by certified mail, return receipt requested.
7.16 Certification/Close-Out
This includes hours for transmitting utility files to the COUNTY and preparation of the Utility
Certification Letter. The CONSULTANT shall certify to the COUNTY Project Manager the
following:
All utility negotiations (Full execution of each agreement, approved Utility Work Schedules,
Technical Special Provisions or Modified Special Provisions written, etc,) have been completed
with arrangements made for utility work to be undertaken and completed as required for proper
coordination with the physical construction schedule.
OR
An on -site inspection was made, and no utility work will be involved.
OR
Plans were sent to the Utility Companies/Agencies and no utility work is required.
OR
A No Response letter on COUNTY letter, delivered to the UAO via certified mail, return receipt
requested, documenting all failed attempts to obtain RGBs, UWS or No Conflict letter from any
non -responsive UAO.
7.17 Other Utilities — NIA
This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees
for this item are not included in the negotiated contract fees. If this item is determined necessary
and is requested by the COUNTY, the scope and fee will be negotiated at the time. They will be
implemented via Change Order or Contract Amendment. When applicable, the staff -hourly rates
established in the contract shall be utilized for fee determination.
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8 ENVIRONMENTAL PERMITS AND ENVIRONMENTAL CLEARANCES
The CONSULTANT shall notify the COUNTY Project Manager and other appropriate COUNTY
personnel in advance of all scheduled meetings with the regulatory agencies to allow a COUNTY
representative to attend. The CONSULTANT shall copy the COUNTY Project Manager on all
permit -related correspondence and meetings. The CONSULTANT shall use current regulatory
guidelines and policies for all permits required as identified in Section 2.4.
8.1 Preliminary Project Research
The CONSULTANT shall perform preliminary project research and be responsible for regulatory
agency coordination to assure those design efforts are properly directed toward permit
requirements. The research shall include but should not be limited to a review of the project's
Corridor Study.
The CONSULTANT shall research any existing easements or other restrictions that may exist both
within or adjacent to the proposed project boundary. Project research may include but should not
be limited to reviewing available federal, state, and local permit files and databases; and local
government information, including COUNTY and property appraiser data. In addition, the
CONSULTANT shall determine if any Sovereign Submerged Lands easements need to be
modified or acquired. Any applicable information will be shown on the plans as appropriate.
8.2 Field Work
8.2.1 Pond Site Alternatives:
The CONSULTANT shall review alternative pond sites as directed by the COUNTY, and
information shall be included in the Pond Siting Report. Provide 100 foot Radius to well heads.
8.2,2 Establish Wetland Jurisdictional Lines and Assessments
The CONSULTANT shall be responsible for, but not limited to, the following activities:
Determine landward extent of wetlands and other surface waters as detailed in Rule Chapter 62-
340, F,A.C., as ratified in Section 373,4211, F.S..; and Rule Chapter 62-331, F.A.0 and the State
404 Program Applicants Handbook.
Collect all data and information necessary to determine the jurisdictional boundaries of wetlands
and other surface waters as defined by the rules or regulations of each permitting agency processing
a COUNTY permit application for the project.
Where reasonable and applicable, set seasonal high-water levels in adjacent wetlands with
biological indicators.
Obtain a jurisdictional determination as defined by the rules or regulations of each permitting
agency processing a COUNTY permit application for the project.
Prepare aerial maps showing the jurisdictional boundaries of wetlands and other surface waters.
Aerial maps shall be reproducible, of a scale of 1" = 400'or more detailed and be recent
photography. The maps shall show the jurisdictional boundaries of each agency. Photocopies of
aerials are not acceptable, When necessary, a wetland -specific survey will be prepared by a
registered surveyor and mapper. All surveyed jurisdictional boundaries are to be tied to the project's
baseline of survey.
Prepare a written assessment of the current condition and functional value of the wetlands and other
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surface waters. Prepare data in tabular form, which includes the 1D number for each wetland (and
other surface water, if necessary) impacted, size of wetland to be impacted, type of impact, and
identify any wetland (by ID number and size) within the project limits that will not be impacted by
the project,
Prepare appropriate agency forms to obtain required permits. Forms may include but are not
limited to the State's Chapter 62-340 Wetland Delineation Form and Uniform Mitigation
Assessment Method forms and/or project -specific data forms.
8.2.3 Species Surveys:
Tile CONSULTANT shall conduct wildlife surveys as defined by rules or regulations of any
permitting agency or commenting agency that is processing a COUNTY permit. This includes a
listed species survey across the project corridor per standard Florida Fish and Wildlife Conservation
Commission (FWC) and/or U.S. Fish and Wildlife Service (USFWS) protocols. Based upon the
project location and prior documentation of listed species and/or habitat types within the project
vicinity, additional species -specific surveys beyond standard protocols are also anticipated to be
needed for the permitting processes. Additional species -specific surveys during the permitting
processes may include but are not limited to the following: acoustic and roost surveys for the
Florida bonneted bat (FBB); gopher tortoise surveys in appropriate upland habitat; red -cockaded
woodpecker (RCW) cavity tree surveys; crested caracara nesting season survey(s); and
inspection/additional surveys of any nest structures identified during standard protocol surveys.
Note: If Additional Species Surveys are required by agencies, services can be added as Additional
Services if requested by the COUNTY.
Note: Additional pre -construction listed species surveys will also likely be required per special
conditions included in the ERP and State 404 permit obtained for the project. Pre -construction
listed species surveys, if needed, will be performed as Optional Services No. 3 (See 8. 12 and 37.8).
8.3 Agency Verification of Wetland Data
The CONSULTANT shall be responsible for verifying wetland and other surface water data
identified in Section 8.2 and coordinating regulatory agency field reviews, including finalizing
assessments and jurisdictional determinations with applicable agencies.
8.4 Complete and Submit All Required Permit Applications
The CONSULTANT shall collect all the data and information necessary to prepare the permit
applications and obtain the environmental permits required to construct the project as identified in
the Project Description and as described in 8.4.1, 8A.2, and 8.12 (Other Permits).
The CONSULTANT shall prepare each permit application in accordance with the rules and/or
regulations of the regulatory agency responsible for issuing a specific permit and/or authorization
to perform work. The permit application packages must be approved by the COUNTY prior to
submittal to regulatory agencies.
The CONSULTANT will submit all permit applications, as directed by the COUNTY. All permit
applications shall be submitted (as part of the 60% Plans Submittal) and approved by their
respective regulatory agency as part of this scope of services. The COUNTY will be responsible
for payment of all permit and public noticing fees.
8A.1 Complete and Submit all Required Wetland Permit Applications:
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The CONSULTANT shall prepare, complete, and submit required wetland permit (i.e., ERP,
Section 404) application packages to the appropriate regulatory agencies. All permit applications
shall be submitted (as part of the 60% Plans Submittal) and approved by their respective regulatory
agency as part of this scope of services. This includes, but is not limited to, applications submitted
to WMDs and DEP for the State 404 permit. The application package may include but is not limited
to attachments (i.e. project location map, aerials, affidavit of ownership, pictures, additional
technical analysis, etc.), a cover letter with project description, and completion of applicable agency
forms. In addition, the CONSULTANT shall prepare and respond to agency Requests for
Additional Information (RAIs), including necessary revisions to the application package. The
COUNTY must approve all responses and completed application packages prior to submittal to
the regulatory agencies. Geotechnical permitting should also be prepared, submitted, and obtained.
The COUNTY will be responsible for payment of all permit and public noticing fees.
8.4.2 Complete and Submit all Required Species Permit Applications:
The CONSULTANT shall coordinate with the appropriate permitting agencies, including tine US
Fish and Wildlife Service (USFWS) and Florida Fish and Wildlife Conservation Commission
(FWC). In support of agency consultation, the CONSULTANT shall provide supporting
documentation, including project location map, aerials, affidavit of ownership, pictures, additional
technical analysis, etc. The CONSULTANT shall also prepare, complete, and submit required
species permit applications to the appropriate agencies if any are required during the permitting
phase of the project. All permit applications shall be submitted (as part of the 60%Plans Submittal)
and approved by their respective regulatory agency as part of this scope of services. The work
includes completion of application package (i.e. project location map, aerials, affidavit of
ownership, pictures, additional technical analysis, etc.), cover letter with project description, and
completion of applicable forms. In addition, the CONSULTANT shall respond to agency RAls,
including necessary revisions to the application package. All responses and completed applications
must be approved by the COUNTY prior to submittal to the regulatory agency. The COUNTY
will be responsible for payment of all permit and public noticing fees.
8,5 Coordinate and Review Dredge and Fill Sketches
The CONSULTANT shall review Dredge and Fill Detail sheets to ensure the information an the
sketch(es) meets the regulatory agencies' requirements and are appropriate for environmental
permit application submittal and acquisition. The CONSULTANT will also provide
environmental data/information as needed to support the preparation of the Dredge and Fill
sketches.
8.6 Prepare USCG Permit Application — NIA
8.7 Prepare Water Management District or Local Water Control District Right of Way
Occupancy Permit Application
The CONSULTANT shall be responsible for the preparation of nine (9) ROW Occupancy permit
applications in accordance with the regulatory agency requirements. The CONSULTANT shall
be responsible for acquiring the ROW Occupancy permit.
• Pond Outfalls into Canal (7 anticipated) - (5) Corkscrew Canal (Combine Permit if possible),
(2) Curry Canal (Combine Permit if possible)
• Curry Canal Bridge (1)
• Cocohatchee Canal Box Culvert (1)
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Note: Boat Ramp Design and/or Permitting is not included in these Scope of Services and may be
added as Additional Services by the COUNTY
8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application — NIA
8.9 Prepare USACE Section d08 Application to Alter a Civil Works Project— NIA
8.10 Compensatory Mitigation Plan —N/A
If impacts cannot be avoided, the CONSULTANT shall coordinate with the COUNTY appropriate
mitigation to offset impacts. Mitigation will be summarized as part of the Environmental Resource
Permit and Section 404 permit applications.
The COUNTY will direct the CONSULTANT to investigate the mitigation options that meet
federal and state requirements in accordance with section 373.4137, F.S. Below are mitigation
options:
• Purchase of mitigation credits from a mitigation bank — Anticipated
• Payment to DEP/WMD for mitigation services — NIA
• Monetary participation in offsite regional mitigation plans —NIA
• Creation/restoration of wetlands on public lands or on the right of way purchased by the
COUNTY or on existing COUNTY right of way — N/A
Note; In the event that physical creation or restoration is the only feasible alternative to offset
wetland impacts, the CONSULTANT shall collect all the data and information necessary to
prepare mitigation plans acceptable to all permitting agencies and commenting agencies who are
processing or reviewing a permit application for a COUNTY project.
Prior to selection of a final creation/restoration mitigation site, the CONSULTANT will provide
the following services in the development of a mitigation plan:
• Preliminary jurisdictional determination for each proposed site
• Selection of alternative sites
• Coordination of alternative sites with the COUNTY/all environmental agencies
• Written narrative listing potential sites with justifications for both recommended and non -
recommended sites,
Note: This scope item above is considered Additional Service (if Mitigation Bank is not an option),
if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If
this item is deemed necessary and requested by the COUNTY, the scope and fee will be negotiated
at that time and implemented via Change Order.
8.11 Mitigation Coordination and Meetings
The CONSULTANT shall coordinate with COUNTY personnel prior to approaching any
environmental permitting or commenting agencies. Once a mitigation plan has been reviewed and
approved by the COUNTY, the CONSULTANT will be responsible for coordinating the proposed
mitigation plan with the environmental agencies. The CONSULTANT will provide mitigation
information needed to update the COUNTY Project Manager.
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8.12 Other Environmental Permits
This scope item is considered Optional Services if required/requested by the COUNTY, Fees for
this item are not included in the negotiated contract fees. If this item is deemed necessary and
requested by the COUNTY, the scope and fee will be negotiated at that time and implemented via
Change Order. When applicable, the staff -hourly rates established in the contract shall be utilized
for fee determination.
Pre -construction listed species surveys may be required per special condition of the EPP and State
404 Permit that are obtained for the project. The surveys are generally required to take place no
more than 30 days prior to the start of clearing. Based on other projects of similar scope and
location, pre -construction surveys are anticipated for the following species: Florida bonneted bat,
Big Cypress fox squirrel, gopher tortoise and/or burrowing owl, wading birds. If potentially
occupied gopher tortoise burrows are identified within 25' of the project area that cannot be
avoided, it will be necessary to obtain a gopher tortoise relocation permit from the FWC. In
addition, coordination will also likely be required with the permitting agencies to document
compliance with best management practices and/or fulfillment of mitigation requirements for the
eastern indigo snake, Florida panther, and Everglades mink,
Note: This will be performed as Optional Services No. 3 (See 37.8)
8.13 Technical Support to the COUNTY for Environmental Clearances and Re-evaluations
— NIA
8.14 Preparation of Environmental Clearances and Re-evaluations (use when
CONSULTANT prepares all documents associated with a re-evaluation)
8.14.1 NEPA of SEIR Reevaluation — NIA
8.14.2 Archaeological and Historical Resources
8.14.3 Wetland Impact Analysis -- NIA.
8,14.4 Essential Fish Habitat Impact Analysis — NIA
8.14.5 Protected Species and Habitat Impact Analysis— NIA
8.15 Contamination Impact Analysis
The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits,
including stormwater ponds and floodplain compensation sites as described in Part 2, Chapter 20,
of the PD&E Manual. The appropriate level of analysis and deliverable type will be approved by
the COUNTY's Project .Manager. The draft Level, 1 Contamination Screening Evaluation
document, shall be submitted to the COUNTY's Project Manager for review and final approval. A
Level I Contamination Screening Evaluation Report will provide the project impacts, conclusions
and recommendations, figures, tables, and appendices.
. Level 11 assessment services are not included in this scope
Note: This scope item) Level II Assessments) is considered Additional Service if requested by
the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item
is deemed necessary and requested by the COUNTY, the scope and fee will be negotiated at
that time and implemented via Change Order. When applicable, the staff -hourly rates
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established in the contract shall be utilized for fee determination.
If contamination is identified within the limits of construction, the CONSULTANT shall
coordinate with the COUNTY Project Manager to properly mark identified contamination areas in
the plans and develop specifications as appropriate.
8.16 Asbestos Survey
Asbestos/Lead Based Paint Survey will be required, and will be performed, for the existing Curry
Canal Bridge (034032).
8.17 Technical Meetings
8.18 Quality Assurance/Quality Control
8.19 Supervision
8.20 Coordination
STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS
The CONSULTANT shall analyze, design, and develop contract documents for all structures in
accordance with applicable provisions as defined in Section 2,19, Provisions for Work. Individual
tasks identified in Sections 9 through 18 are defined in the Staff Hour Estimation Handbook and
within the provision defined in Section 2. 20, Provisions for Work. Contract documents shall
display economical solutions for the given conditions.
The CONSULTANT shall provide Design Documentation to the COUNTY with each submittal
consisting of structural design calculations and other supporting documentation developed during
the development of the plans, The design calculations submitted shall adequately address the
complete design of all structural elements. These calculations shall be neatly and logically
presented on digital media or, at the COUNTY's request, on 8'/2"xl1" paper, and all sheets shall
be numbered. The final design calculations shall be signed and sealed by a Florida -licensed
professional engineer. A cover sheet indexing the contents of the calculations shall be included,
and the engineer shall sign and seal that sheet. All computer programs and parameters used in the
design calculations shall include sufficient backup information to facilitate the review task,
9.1 Key Sheet and Index of Drawings
9.2 Project Layout
9.3 General Notes and Bid Item Notes
9.4 Miscellaneous Common Details
9.5 Incorporate Report of Core Borings
9.6 Standard Plans- Bridges
9.7 Existing Bridge Plans -- if available
9.8 Structures Quantities for EQ Report
9.9 Cost Estimate
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9.10 Technical Special Provisions and Modified Special Provisions
9.11 Field Reviews
9.12 Technical Meetings
9,13 Quality Assurance/Quality Control
9.14 Independent Peer Review
9.15 Supervision
9.16 Coordination
10 STRUCTURES - BRIDGE DEVELOPMENT REPORT (TECHNICAL MEMORANDUM)
The CONSULTANT shall prepare a limited Bridge Development Report (BDR). The BDR shall
be submitted as part of the Phase I Roadway Submittal, General Requirements.
CONSULTANT shall prepare a "Technical Memorandum" summarizing the decisions and
recommendations made regarding the type of bridge selected. A FSB (single bridge) is
recommended. An analysis of cast in place vs. pre -cast will be performed.
General Requirements
10.1 Bridge Geometry
10.2 Ship Impact Data Collection - NA
10.3 Ship Impact Criteria -NA
Superstructure Alternatives
10.4 Short -Span Concrete
10.5 Medium -Span Concrete — NIA
10.6 Long Span Concrete - NA
10.7 Structural Steel - NA
Foundation and Substructure Alternatives
10.8 Pier/Bent
10.9 Shallow Foundations / GRS Abutments — N/A
10.10 Deep Foundations
Movable Span - NA
10.11 Data Collection and Design Criteria — N/A
10,12 Movable Span Geometries and Clearances — N/A
10.13 Deck System Evaluation -- NIA
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10.14 Framing Plan Development — NIA
10.15 Main Girder Preliminary Design — NIA
10.16 Conceptual Span Balance/Counterweight—N/A
10.17 Support System Development — NIA
10.18 Drive Power Calculations --- NIA
t0.19 Drive System Development — NIA
10.20 Power and Control Development —NIA
10.21 Conceptual Pier Design — NIA
10.22 Foundation Analysis (FL PIER) — NIA
10.23 Tender Visibility Study — NIA
Other BDR Issues
10.24 Aesthetics — NIA
10.25 TTCPIStaged Construction Requirements — N/A
10.26 Constructability Requirements — NIA
10.27 Load Rating for Damaged/Widened Structures — NIA
10.28 Quantity and Cost Estimates
10.29 Quantity and Cost Estimates - Movable Span -NA
10.30 Wall Type Justification
Report Preparation
10.31 Exhibits
10.32 Exhibits -Movable Span -NA
10.33 Report Preparation
10.34 Report Preparation - Movable Span -NA
10,35 BDR Submittal Package
Preliminary Plans (To be included as an appendix to the BDR)
1. General Notes Shect(s)
2. Plan and Elevation Sheets
3. Construction Staging
4. Bridge Hydraulics Recommendation Sheet
5. Superstructure Typical Section Sheets
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6. Framing Plan
7. Substructure Section Sheets
8. Report of Core Borings
9. Preliminary Foundation Layouts
10. Wall Layout Sheets
11. Existing Bridge Plans — If available for Bridge Nos. 034056 and 034032
Preliminary Geotechnical investigations Report shall be included as pail of the BDR preparation.
I1 STRUCTURES -TEMPORARY BRIDGE — NIA
12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE
The CONSULTANT shall prepare plans for Short Span Concrete Bridge(s) at the location(s)
specified in Section 2.5.
General Layout Design and Plans
12.1 Overall Bridge Final Geometry
12.2 Expansion/Contraction Analysis
12.3 General Plan and Elevation
12A Construction Staging
12.5 Approach Slab Plan and Details
12.6 Miscellaneous Details
End Bent Design and Plans
12.7 End Bent Geometry
12.8 End Bent Structural Design
12.9 End Bent Plan and Elevation
12.10 End Bent Details
Intermediate Bent Design and Plans
12.11 Bent Geometry
12.12 Bent Stability Analysis
12.13 Bent Structural Design
12.14 Bent Plan and Elevation
12.15 Bent Details
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Miscellaneous Substructure Design and Plans
12.16 Foundation Layout
Superstructure Design and Plans
12.17 Finish Grade Elevation Calculation
12.18 Finish Grade Elevations
Cast -In -Place Slab Bridges
12,19 Bridge Deck Design
12.20 Superstructure Plan
12.21 Superstructure Sections and Details
Prestressed Slab Unit Bridges
12.22 Prestressed Slab Unit Design
12.23 Prestressed Slab Unit Layout
12.2.4 Prestressed Slab Unit Details and Schedule
12.25 Deck Topping Reinforcing Layout
12.26 Superstructure Sections and Details
Reinforcing Bar Lists
12.27 Preparation of Reinforcing Bar List
Load Rating
12.28 Load Rating —Review of data only (Provided by CEI)
13 STRUCTURES -MEDIUM SPAN CONCRETE BRIDGE —N/A
14 STRUCTURES - STRUCTURAL STEEL BRIDGE — NIA
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE — NIA
16 STRUCTURES - MOVABLE SPAN — NIA
17 STRUCTURES - RETAINING WALLS
The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5.
Retaining CONSULTANT shall design retaining walls (assumed Gravity Walls) for the
areas adjacent to the COUNTY utility well houses/vaults. These eight (8) locations will require
plans.
General Requirements
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17.1 Key Sheet
17.2 Horizontal Wall Geometry
Permanent Proprietary Walls — NIA
17.3 Vertical Wall Geometry
17.4 Semi -Standard Drawings
17.5 Wall Plan and Elevations (Control Drawings)
17.6 Details
Temporary Proprietary Walls — NIA
• Wire Mesh Walls for TTCP in median
Note; This scope item is considered Additional Service if requested by the COUNTY. Fees for this
item are not included in the negotiated contract fees. If this item is deemed necessary and requested
by the COUNTY, the scope and fee will be negotiated at that time and implemented via Change
Order. When applicable, the staff -hourly rates established in the contract shall be utilized for fee
determination
17.7 Vertical Wall Geometry
17.8 Semi -Standard Drawings
17.9 Wail Plan and Elevations (Control Drawings)
17.10 Details
Cast -In -Place Retaining Walls — Eight (8) Anticipated
17,11 Design
17.12 Vertical Wall Geometry
17.13 General Notes
17.14 Wall Plan and Elevations (Control Drawings)
17JS Sections and Details
17.16 Reinforcing Bar List
Other Retaining Walls and Bulkheads — NIA
17.17 Design
17.18 Vertical Wall Geometry
17,19 General Notes, Tables and Miscellaneous Details
17.20 Wall Plan and Elevations
17.21 Details
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18 STRUCTURES - MISCELLANEOUS
The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2,5.
Concrete Box Culverts — Cocohatchee Canal Box Culvert W idening/Replacetnent (Bridge 034056)
18.1 Concrete Box Culverts
18.2 Concrete Box Culverts Extensions
18.3 Concrete Box Culvert Data Table Plan Sheets
18.4 Concrete Box Culvert Special Details Plan Sheets
Strain Poles -NA
18.5 Steel Strain Poles
18.6 Concrete Strain Poles
18.7 Strain Pole Data Table Plan Sheets
18.8 Strain Pole Special Details Plan Sheets
Mast Arms
18.9 Mast Arms
Includes design of FDOT standard mast arm assemblies per FDOT Index for each location
identified under Activity 23, A total of eight (8) Assemblies have been identified.
18.10 Mast Arms Data Table Plan Sheets
t8.11 Mast Arms Special Details Plan Sheets if required
Overhead/Cantilever Sign Structure - NA
18.12 Cantilever Sign Structures
18.13 Overhead Span Sign Structures
18.14 Special (Long Span) Overhead Sign Structures
18.15 Monotube Overhead Sign Structure
18.16 Bridge Mounted Signs (Attached to Superstructure)
18.17 Overhead/Ca nti[eve r Sign Structures Data Table Plan Sheets
18.18 OverheadlCantilever Sign Structures Special Details Plan Sheets
High Mast Lighting - NA
18.0 Non -Standard High Mast Lighting Structures
18.20 High Mast Lighting Special Details Plan Sheets
Noise Barrier Walls (Ground Mount) - NA
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18.21 Horizontal Wall Geometry
18.22 Vertical Wall Geometry
18.23 Summary of Quantities — Aesthetic Requirements
18.24 Control Drawings
18.25 Design of Noise Barrier Walls Covered by Standards
18.26 Design of Noise Barrier Walls not Covered by Standards
18.27 Aesthetic Details
Special Structures — NIA
18.28 Fender System
18.29 Fender System Access
18.30 Special Structures as needed
18.31 Other Structures -NIA
18.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles — NIA
18.33 Condition Evaluation of Signal and Sign Structures and High Most Light Poles (No As
built or Design Plans Available) — NIA
18.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles — NIA
18.35 Ancillary Structures Report — NIA
19 SIGNING AND PAVEMENT MARKING ANALYSIS
The CONSULTANT shall analyze and document Signing and Pavement Markings Tasks in
accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current
design memorandums.
19.1 Traffic Data Analysis
The CONSULTANT shall review the approved typical section package and proposed geometric
design alignment to identify proposed sign placements and roadway markings. Perform queue
analysis,
19.2 No Passing Zone Study —NIA
19.3 Reference and Master Design File
The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary
design elements and all associated reference files.
19.4 Multi -Post Sign Support Calculations
The CONSULTANT shall determine the appropriate column size from the COUNTY's/FDOT's
Multi -Post Sign Program(s).
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19.5 Sign Panel Design Analysis
Establish sign layout, letter size, and series for non-standard signs.
19.6 Sign Lighting/Electrical Calculations —N/A
19.7 Quantities
19.8 Cost Estimate
19.9 Technical Special Provisions and Modified Special Provisions
19.10 Other Signing and Pavement Marking Analysis -- NIA
19.11 Field Reviews
19.12 Technical Meetings
19.13 Quality Assurance/Quality Control
19.14 Independent Peet• Review - N/A By Others
19.15 Supervision
19.16 Coordination
20 SIGNING AND PAVEMENT MARKING PLANS
The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance
with all applicable manuals, guidelines, standards, handbooks, procedures, and current design
memorandums that includes the following.
20.1 Key Sheet
20.2 General Notes/Pay Item Notes
20.3 Project Layout —N/A
20.4 Plan Sheet
20.5 Typical Details
20.6 Guide Sign Special Details Work Sheets)
Advance Street Signs for Immokalce Road, Wilson Boulevard, Golden Gate Boulevard, Vanderbilt
Beach Road.
20.7 Traffic Monitoring Site --2 Sites, (1) north and (1) south of Vanderbilt Beach Road
20.8 Cross Sections
20.9 Special Service Point Details — NIA
20.10 Special Details
20.11 Interim Standards — NIA
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20.12 Quality Assurance/Quality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy, and
coordination of traffic design drawings, specifications, and other services furnished by the
CONSULTANT under this contract.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be
utilized to verify, independently check, and review all design drawings, specifications, and other
services prepared as a part of the contract. In addition, the CONSULTANT shall describe how the
checking and review processes are to be documented to verify that the required procedures were
followed. The Quality Control Plan may be utilized by the CONSULTANT as part of their normal
operation, or it may be specifically designed for this project.
20.13 Supervision
21 SIGNALIZATION ANALYSIS
The CONSULTANT shall analyze and document Signalization Analysis Tasks in accordance with
all applicable manuals, guidelines, standards, handbooks, procedures, and current design
memorandums.
21.1 Traffic Data Collection — as required
The CONSULTANT shall perform all effort required for traffic data collection, including crash
reports, 24 hr. machine counts, 8 hr. turning movement counts, 7-day machine counts.
Traffic Counts
• Wilson at hnmokalee Road (By Others)-- Provided to CONSULTANT
• Wilson at Golden Gate Blvd
Crash Studies — Within Project Limits
• Wilson Boulevard
• Immokalee Road
• Golden Gate Boulevard
21.2 Traffic Data Analysis
The CONSULTANT shall determine, intersection geometry.
21.3 Signal Warrant Study- NIA
21.4 Systems Timings
The CONSULTANT shall assist the COUNTY staff with determining proper coordination timing
plans including splits, force offs, offsets, and preparation of Time Space Diagram. Timings will be
performed by the COUNTY.
21.5 Reference and Master Signalization Design File
The CONSULTANT shall prepare the Signalization Design file to include all necessary design
elements and all associated reference files,
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21.6 Reference and Master Interconnect Communication Design File
The CONSULTANT shall prepare the Interconnect Communication Design file to include all
necessary design elements and all associated reference files. Interconnect Plans will connect:
Immokalee Road, Wilson Boulevard, Vanderbilt Beach Road, Golden Gate Boulevard.
CONSULTANT will coordinate with COUNTY Traffic Department.
21.7 Overhead Street Name Sign Design
The CONSULTANT shall design Signal Mounted Overhead Street Name signs for the following
Intersections: Wilson Immokalee, Wilson/Golden Gate (Wilson/VBRX will be existing),
21.8 Pole Elevation Analysis— Eight (9) Pole Locations
21.9 Traffic Signal Operation Report — NIA
21.10 Quantities
21.11 Cost Estimate
21.12 Technical Special Provisions and Modified Special Provisions
The CONSULTANT shall meet the latest version of the Collier County Signalization Technical
Special Provisions.
21.13 Other Signalization Analysis
The CONSULTANT is required to incorporate into the project the following elements:
Closed Circuit Television (CCTV) Cameras (as necessary) —the specification for these devices can
be found on Collier County's website at litt ://wNvw.collier ov.net/ our- overnment/divisions-s-
z/traffic-o erations/traffic-technical-s ecial- rovisions
• Vehicle Detection (Inductive loops); web address for these specifications is above.
• Queue Analysis — Determine auxiliary lanes capacity
• Any additional Technical Special Provisions (must be approved by Traffic Operations
Engineers)
21.14 Field Reviews —N/A
All existing equipment being replaced (Immokalee and Golden Gate)
21.15 Technical Meetings
21.16 Quality Assurance/Quality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy, and
coordination of traffic design drawings, specifications, and other services furnished by the
CONSULTANT under this contract.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be
utilized to verify, independently check, and review all design drawings, specifications, and other
services prepared as a part of the contract.
The CONSULTANT shall describe how the checking and review processes are to be documented
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to verify that the required procedures were followed. The CONSULTANT may utilize the Quality
Control Plan as park of their normal operation, or it may be specifically designed for this project.
21.17 Independent Peer Review — NIA by others
21.18 Supervision
21.19 Coordination
22 SIGNALIZATION PLANS
The CONSULTANT shall prepare a set of Signalization Plans in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums, for the
following intersections
Existing Signalized Intersections:
Golden Gate Blvd (CR876) Replace
immokalee Road (CR846) —Replace
Vanderbilt Beach Road (CR862) —Modify VBR Signalization (Add/relocate signal heads)
Note: Improvements/Replacements to the Signalized Intersection of Golden Gate Boulevard and
S°i Street NW is not included in these Scope of Services and will be considered Additional Services
if requested by COUNTY.
Services include the following:
22.1 Key Sheet/Signature Sheet
22.2 General Notes/Pay Item Notes
22.3 Plan Sheets
22.4 Interconnect Plans
22.5 Traffic Monitoring Site —2 Sites, (1) north and (1) south of Vanderbilt Beach Road
22.6 Guide Sign Worksheet
22.7 Special Details
22.8 Special Service Point Details — as required
22.9 Mast Arm/Monotube Tabulation Sheet
22.10 Strain Pole Schedule — N/A
22.11 TTCP Signal (Temporary) — NIA
22.12 Temporary Detection Sheet
22.13 Utility Conflict Sheet
22.14 Interim Standards — N/A
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22.15 Quality Assurance/Quality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy, and
coordination of traffic design drawings, specifications, and other services furnished by the
CONSULTANT under this contract,
The CONSULTANT shalt provide a Quality Control Plan that describes the procedures to be
utilized to verify, independently check, and review all design drawings, specifications, and other
services prepared as a part of the contract. In addition, the CONSULTANT shall describe how the
checking and review processes are to be documented to verify that the required procedures were
followed. The Quality Control Plan may be utilized by the CONSULTANT as pail of their regular
operation, or it may be specifically designed for this project.
22,16 Supervision
23 LIGHTING ANALYSIS
The CONSULTANT shall analyze and document Lighting Tasks in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums.
23.1 Lighting Justification Report
The CONSULTANT shall prepare a Lighting Justification Report. The report shall be submitted
under a separate cover with the 30% plans submittal, titled Lighting Justification. Report. The report
shall provide analyses for mainlines and arterial roads and shall include all backup data such that
the report stands on its own. Bach -up data shall include current.ADTs, general crash data average
cost from the Florida Highway Safety Improvement Manual, crash details data from the last three
years, and preliminary lighting calculations,
The report shall address warrants to determine if lighting warrants are met and shall include a
benefit -cast analysis to determine if lighting is justified. The report shall include calculations for
the night -to -day mash ratio as well as a table summarizing the daytime and the night-time crashes,
The report shall follow the procedures outlined in the FDOT Manual on Uniform Traffic Studies
(MUTS) manual, which utilize ADT, Ttvee Year Crash Data, night/day crash ratio, percentage of
night ADT, etc.
Note: Lighting Justification Report will assume complete corridor coverage as opposed to
intersections only.
23.2 Lighting Design Analysis Report
The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report. The report
shall be submitted under a separate cover with the 60% plans submittal. The report shall provide
analyses for each signalized intersection lighting design and each typical section of the mainline
and arterial roads, Each lighting calculation shall be properly identified as to the area that it covers.
The report shall include the Lighting Design Criteria that will be used. For projects with corridor
lighting, the report shall include the evaluation of at least three lighting design alternatives. The
report shall provide a recommendation on the alternative to use. Each alternative shall be properly
described; the alternatives shall consider different pole heights, lamp wattage, and arm lengths.
Each alternative shall be provided with a cost estimate that includes initial cost in addition to
operations and maintenance cost for one year.
After approval of the preliminary report, the CONSULTANT shall submit a revised report for each
submittal, The Lighting Design Analysis Report shall include;
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• Lighting Calculations
• Structural calculations for special conventional pole concrete foundations if required
• Letter to the power company requesting service
• Power company confirmation letter on the requested services
• Voltage drop calculations
• Load analysis calculations for each branch circuit
Note; Lighting Design Analysis Report will assume complete corridor coverage as opposed to
intersections only.
23.3 Voltage Drop Calculations
The CONSULTANT shall submit voltage drop calculations showing the equation or equations
used along with. the number of luminaries per circuit, the length of each circuit, the size conductor
or conductors used and their ohm resistance values. The voltage drop incurred on each circuit (total
volts and percentage of drop) shall be calculated, and all work necessary to calculate the voltage
drop values for each circuit should be presented in such a manner as to be duplicated by the
COUNTY.
The Voltage Drop Calculations shall be submitted as part of the Lighting Design Analysis Report.
Note; Voltage Drop Calculations will assume complete corridor coverage as opposed to
intersections only.
23.4 FDEP Coordination and Report — NIA
23.5 Reference and Master Design Files
The CONSULTANT shall prepare the Lighting Design file to include all necessary design
elements and all associated reference files.
23.6 Temporary Lighting — NIA, by the CONTRACTOR, if required
23.7 Design Documentation - NIA, included in LDAR
23.8 Quantities
23.9 Cost Estimate
23.10 Technical Special Provisions and Modified Special Provisions
23.11 Other Lighting Analysis — NIA
23.12 Field Reviews
The CONSULTANT shall collect information from the maintaining agencies and conduct a field
review. The review should include but is not limited to the following;
• Existing Lighting Equipment
• Load Center, Capabilities, and Condition/Age
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• Condition of Lighting Structure(s)
• Verification of horizontal clearances
• Verification of breakaway requirements
23.13 Technical Meetings
23.14 Quality Assurance/Quality Control
23.15 Independent Peer Review — NIA By Others
23.16 Supervision
23.17 Coordination
24 LIGHTING PLANS
The CONSULTANT shall prepare a set of Lighting Plans in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums.
The CONSULTANT shall provide all design services and deliver construction documents for all
lighting required for the project. The CONSULTANT will analyze the luminescence needs for
the project and provide recommendations for street lighting compatible with a four -lane
configuration for Wilson Blvd. Services include providing a lighting justification report and a
lighting design analysis report (as required). The CONSULTANT will assume the entire corridor
will be lit for report(s) (Lighting and Voltage Drop) purposes. The COUNTY will provide direction
with regards to lighting corridor vs. intersections as design progresses and public input is gathered.
Lighting of Intersections only is included in these Scope of Services.
• Note: If the entire Wilson Boulevard corridor will be lighted, these services shall be
perforined as Optional Services No. 4 (See 37.8).
• Note: Lighting or modifications to lighting along Golden Gate Boulevard and/or Iinmokalee
Road is not included in these Scope of Services. These services shall be considered
Additional Services,
Services include the following:
24.1 Key Sheet/Signature Sheet
24.2 General Notes/Pay Item Notes
24.3 Pole Data, Legend & Criteria
24.4 Service Point Details
24.5 Project Layout - NIA
24.6 Plan Sheet
24.7 Special Details
24.8 Temporary Highway Lighting Detail Sheets — NIA
24.9 Temporary Highway Lighting Plan Sheets — NIA
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24.10 Interim Standards —NIA
24.11 Quality Assurance/Quality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy, and
coordination of traffic design drawings, specifications, and other services furnished by the
CONSULTANT under this contract.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be
utilized to verify, independently check, and review all design drawings, specifications, and other
services prepared as a pail of the contract. In addition, the CONSULTANT shall describe how the
checking and review processes are to be documented to verify that tlhe required procedures were
followed. The Quality Control Plan may be utilized by the CONSULTANT as part of their regular
operation, or it may be specifically designed for this project.
24.12 Supervision
25 LANDSCAPE ANALYSIS
The CONSULTANT shall analyze and document Landscape Architecture Tasks in accordance
with all applicable manuals, guidelines, standards, handbooks, procedures, and current design
memorandums,
25.1 Data Collection — NIA
25.2 Site Inventory and Analysis for Proposed Landscape - NIA
25.2a Selective Clearing and Grubbing Site Inventory — (see 4.12) — NIA
Note: CONSULTANT will coordinate with COUNTY landscaping staff to discuss impacts
to median vegetation along Immokalee Road and Golden Gate Boulevard. It is anticipated
that these areas will be removed prior to construction (by others).
25.2b Inventory and Analysis — (see 4.12) — NIA
25.2c Vegetation Disposition Plan- Mainline - NIA
25.3 Planting Design —N/A
25.3a Conceptual Planting Design -- NIA
25.3b Final Planting Design — NIA
25.4 Irrigation Design — NIA
25.4a Conceptual Irrigation Design NIA
25.4b Final Irrigation Design — NIA
25.5 Hardscape Design
25.5a Conceptual Hardscape Design
Landscape/Irrigation Plans are not included in this Scope of Services.
25.5b Final Hardscape Design
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The CONSULTANT shall provide "base level of landscaping" in the roadway plans as
follows: electrical and irrigation sleeving, clean median backfill with landscape quality soil,
non -mountable Type F curbing and brick pavers at the median ends. Specification and
references in "Landscape and Irrigation Specifications for Beautification Improvements" are
found in the Collier COUNTY's Right of Way Manual. Plans will be reviewed by Collier
COUNTY Landscape Design and Maintenance Staff.
25.6 Roll Plots
Task includes any roll plots for the project to aid in developing plans (by others.) (landscape
opportunity, disposition, site inventory and analysis, etc.)
25.7 Quantities
25.8 Cost Estimates
25.9 Technical Special Provisions and Modified Special Provisions
25.10 inspection Services — NIA
25.11 Other Landscape Services -- NIA
25.12 Outdoor Advertising —NIA
25.13 Field Reviews
25.14 Technical Meetings 1 Public Meetings
25.15 Quality Assurance/Quality Control
25.16 Independent Peer Review — NIA
25.17 Supervision
25.18 Project Coordination
25.19 interdisciplinary Coordination
26 LANDSCAPE PLANS — NIA
27 SURVEY
The CONSULTANT shall perform survey tasks in accordance with all applicable statutes,
manuals, guidelines, standards, handbooks, procedures, and current design memoranda.
The CONSULTANT shall submit survey notes and computations to document the surveys. Field
survey work shall be recorded in approved media and submitted to the COUNTY. Field books
submitted to the COUNTY must be of an approved type. The field books shall be certified by the
surveyor in responsible charge of work being performed before the final product is submitted.
The survey notes shall include documentation of decisions reached from meetings, telephone
conversations or site visits. All like work (such as bench lines, reference points, etc,) shall be
recorded contiguously. The COUNTY may not accept field survey radial locations of section
corners, platted subdivision lot and block corners, alignment control points, alignment control
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reference points and certified section corner references. The COUNTY may instead require that
these points be surveyed by true line, traverse or parallel offset or Global Positioning Systems
(GPS) procedures
27.1 Horizontal Project Control (UPC)
Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State
Plane Coordinate System or datum approved by the COUNTY Project Manager; may include
primary or secondary control points. Includes analysis and processing of all field collected data,
and preparation of forms.
27.2 Vertical Project Control (VPC)
Establish or recover VPC, for the purpose of establishing vertical control on datum approved by
the COUNTY Project Manager; may include primary or secondary vertical control points. Includes
analysis and processing of all field collected data, and preparation of forms.
27.3 Alignment and/or Existing Right of Way (R/W) Lines
Establish, recover or re-establish project alignment. Also includes analysis and processing of all
field collected data, existing maps, and/or reports for identifying mainline, offset, or secondary
alignments. Depict alignnment and/or existing R/W lines (in required format) per COUNTY R/W
Maps, platted or dedicated rights of way.
27.4 Aerial Targets- NA
27.5 Reference Points
Reference Horizontal Project Control (HPC) points, project alignment, vertical control points,
section,'/4 section, center of section corners and General Land Office (G.L.O.) corners as required.
27.6 Topography/Digital Terrain Model (DTM) (3D)
Locate all above ground features and improvements for the limits of the project by collecting the
required data for the purpose of creating a DTM with sufficient density. Shoot all break lines, high
and low points. Effort includes field edits, analysis and processing of all field collected data,
existing maps, and/or reports,
27.7 Planimetric (2D)
Locate all above ground features and improvements. Deliver in appropriate electronic format.
Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or
reports.
27.8 Roadway Cross Sections/Profiles
Perform cross sections or profiles. May include analysis and processing of all field -collected data
for comparison with DTM.
27.9 Side Street Surveys
Refer to tasks of this document as applicable. 500 Ft East/West of Wilson within Project Limits.
Side Street Swales along one side of road for 5 pond outfalls only.
Note: Five (5) of the 36 Ditches will be improved to allow for pipe outfalls from ponds to
Corkscrew Canal. if plans are developed for the other 31, additional survey/ROW will be required.
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It can be assumed that all improvements would remain within existing ROW
Note; Driveway impacts and reconstruction will require TDRE's.
27,10 Underground Utilities
The CONSULTANT's approach to practicing SUE shall be consistent with the American Society
of Civil Engineers (ASCE) Standard (Cl/ASCE 38-02) entitled "Standard Guideline for the
Collection and Depiction of Existing Subsurface Utility Data".
Designation includes 2-dimensional collection of existing utilities and selected 3-ditensional
verification as needed for designation. Designation shall include electronic depths, Location
includes non-destructive excavation to determine size, type and location of existing utility, as
necessary for final 3-dimensional verification. Survey includes collection of data on points as
needed for designates and locates. Includes analysis and processing of all field collected data, and
delivery of all appropriate electronic files.
The CONSULTANT shall SUE tip to ten (10) eight foot "X" shaped trenches at new underground
infrastructure or earthwork excavation (i.e., mast arms, bridges) in areas that work will be
performed. CONSULTANT shall provide electronic depths with the designates.
Proposed SUE locations must be approved by the COUNTY prior to authorization of this task.
Additionally, scope includes up to twenty (20) pothole locations.
A Professional Land Surveyor, registered in the State of Florida, shall sign and seal the data
provided and included in the Verified Utility Locate Plan Sheets, All information shall be provided
in the format requested by the COUNTY.
27.11 Outfall Survey
Locate above ground features and improvements for the limits of the project by collecting the
required data for the purpose of a DTM. Survey with sufficient density of shots. Shoot all break
lines, high and low points. Includes field edits, analysis and processing of all field collected data,
existing maps, and/or reports. — 7 Locations Assumed.
27.12 Drainage Survey
Locate underground data (XYZ, pipe size, type, condition and flow line) that relates to above
ground data. Includes field edits, analysis and processing of all field collected data, existing maps,
and/or reports.
27.13 Bridge Survey (Minor/Major)
Locate required above ground features and improvements for the limits of the bridge. Includes field
edits, analysis and processing of all field collected data, existing maps, and/or reports.
• Cypress Canal Bridge
• Cocohatchee Canal Box Culvert
27.14 Channel Survey
Locate topographic features and improvements for the limits of the project by collecting the
required data. Includes field edits, analysis and processing of all field collected data, maps, and/or
reports.
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• For Cypress Canal Bridge Hydraulics Report
• For Cocohatchee Canal Box Culvert Hydraulics Report
27.15 Pond Site Survey
Refer to tasks of this document as applicable.
• Assumes 7 Pond Locations
27.16 Mitigation Survey --NIA
27.17 Jurisdiction Line Survey
Perform field location (2-dimensional) of jurisdiction limits as defined by respective authorities,
also includes field edits, analysis and processing of all field collected data, preparation of reports.
27.18 Geotechnical Support
Perform 3-dimensional (X,Y,Z) field location, or stakeout, of boring sites established by
geotechnical engineer. Includes field edits, analysis and processing of all field collected data and/or
reports.
27.19 Sectional/Grant Survey - NA
27,20 Subdivision Location — NIA
27.21 Maintained RIW
Perform field location (2-dimensional) of maintained R/W limits as defined by respective
authorities, if needed. Also includes field edits, analysis and processing of all field collected data,
preparation of reports.
27.22 Boundary Survey
Perform boundary survey as defined by COUNTY standards, Includes analysis and processing of
all field -collected data, preparation of reports.
27.23 Water Boundary Survey
Perform Mean High Water, Ordinary High Water and Safe Upland Line surveys as required by
FDOT and COUNTY standards.
27.24 Right of Way Staking, Parcel 1 Right of Way Line
Perform field staking and calculations of existing/proposed R/W lines for on -site review purposes
as needed.
Note: Scope assumes up to 40 Hours of 2-Person Survey Field Crew Time.
27.25 Right of Way Monumentation —NIA
Set R/W monumentation as depicted on final R/W maps for corridor and water retention areas.
Note; To be completed as part of Post Design Services.
27.26 Line Cutting
Perform necessary efforts required to clear vegetation from the line of sight.
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27.27 Work Zone Safety
Provide work zone as required by FDOT standards.
27.28 Vegetation Survey - NIA
27.29 Tree Survey - NIA
27.30 Miscellaneous Surveys
Refer to tasks of this document, as applicable, to perform surveys not described herein. The percent
for Supplemental will be determined at negotiations. This item can only be used if authorized in
writing by the COUNTY Project Manager.
27.31 Supplemental Surveys
Supplemental survey days and hours are to be approved in advance by COUNTY Project Manager.
Refer to tasks of this document, as applicable, to perform surveys not described herein.
27.32 Document Research
Perform research of documentation to support field and office efforts involving surveying and
mapping.
27.33 Field Review
Perform verification of the field conditions as related to the collected survey data.
27.34 Technical Meetings
Attend meetings as required and negotiated by the Surveying and Mapping COUNTY.
27.35 Quality Assurance/Quality Control (QAIQC)
Establish and implement a QAIQC plan. Also includes SUBCONSULTANT review, response to
comments and any resolution meetings if required, preparation of submittals for review, etc.
27.36 Supervision
Perform all activities required to supervise and coordinate project, These activities must be
performed by the project supervisor, a Florida P.S.M, or their delegate as approved by the
COUNTY Project Manager.
27.37 Coordination
Coordinate survey activities with other disciplines. These activities must be performed by the
project supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY Project
Manager.
28 PHOTOGRAMMETRY - NA
29 MAPPING
The CONSULTANT will be responsible for the preparation of control survey maps, right of way
maps, maintenance maps, sketches, other miscellaneous survey maps, and legal descriptions as
required for this project in accordance with all applicable COUNTY Manuals, Procedures,
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Handbooks, District specific requirements, and Florida Statutes. All maps, surveys and legal
descriptions will be prepared under the direction of a Florida Professional Surveyor and Mapper
(PSM) to COUNTY size and format requirements utilizing COUNTY approved software and will
be designed to provide a high degree of uniformity and maximum readability. The
CONSULTANT will submit maps, legal descriptions, quality assurance check prints, checklists,
electronic media files and any other documents as required for this project to the COUNTY for
review at stages of completion as negotiated. The Sketch and Description shall meet the Accuracy
Standards as adopted by ALTA and ACSM and the Minimum Technical Standards of the State of
Florida in effect on the date of certification. A Closure Report will be certified by the licensed land
surveyor and submitted with or on the Sketch and Description. Alt Sketches accompanying
Descriptions shall include a graphical depiction of the location of all utility easements that
encumber the described parcel. Sketches shall also include a reference to the Official Records
Book and page number of each utility easement depicted thereon.
Master CADD File
29.1 Alignment
29.2 Section and 114 Section Lines
29.3 Subdivisions 1 Property Lines
29.4 Existing Right of Way
29.5 Topography
29.6 Parent Tract Properties and Existing Easements
29.7 Proposed Right of Way Requirements
The ENGINEER OF RECORD (EOR) will provide the proposed requirements. The PSM is
responsible for calculating the final geometry. Notification of Final Right of Way Requirements
along with the purpose and duration of all easements will be specified in writing.
29.8 Limits of Construction
The limits of construction DGN file as provided by the FOR will be imported or referenced to the
master CADD file. Additionai labeling will be added as required. The PSM is required to advise
the FOR of any noted discrepancies between the limits of construction line and the
existing/proposed right of way lines, and for making adjustments as needed when a resolution is
determined.
29.9 Jurisdictional/Agency Lines
These lines may include, but are not limited to, jurisdictional, wetland, water boundaries, and
COUNTY limit lines.
Sheet Files
29,10 Control Survey Cover Sheet
29.11 Control Survey Key Sheet
29.12 Control Survey Detail Sheet
29.13 Right of Way Map Cover Sheet
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29.14 Right of Way Map Key Sheet
29.15 Right of Way Map Detail Sheet
29.16 Maintenance Map Cover Sheet
29.17 Maintenance Map Key Sheet
29,18 Maintenance Map Detail Sheet
29.19 Reference Point Sheet
This sheet(s) will be included with the Control Survey Map, Right of Way Map and Maintenance
Map.
29.20 Project Control Sheet
This sheet depicts the baseline, the benchmarks, the primary and secondary control points and their
reference points including the type of material used for each point, their XYZ coordinates, scale
factors and convergence angles. This sheet(s) may be included with the Control Survey Map, Right
of Way Map and Maintenance Map.
29.21 Table of Ownerships Sheet — NIA
29.22 Parcel Sketches
29.23 TIITF Sketches
29.24 Other Specitie Purpose Survey(s)
29.25 Boundary Survey(s) Map
29.26 Right of Way Monumentation Map
The CONSULTANT is responsible for all Right of Way Maps or Sketches for right of way
acquisitions necessary for the project
29.27 Property Information Reports — NIA
Obtaining any Property Information Reports that may be requis,ed is the responsibility of the
COUNTY.
Copies of Property Information Reports shall be furnished to the CONSULTANT by COUNTY
upon receipt.
29.28 Title Search Report — NIA
29.29 Legal Descriptions
The CONSULTANT is responsible for Legal Sketch and Descriptions for the right of way
acquisitions necessary for the project (Fee/RDUEITCE etc).
CONSULTANT will provide a ROW Acquisition Report necessary for the Project.
29.30 Final Map/Plans Comparison
The PSM will perform a comparison of the final right of way maps with the available construction
plans to review the correctness of the type of parcel to be acquired and the stations/offsets to the
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required right of way, The PSM will coordinate with the FOR to resolve any conflicts or
discrepancies and provide documentation of the review.
29.31 Field Reviews
29.32 Technical Meetings
29.33 Quality Assurance/Quality Control
29.34 Supervision
29.35 Coordination
29.36 Supplemental Mapping
This task is to cover efforts resulting from major design and/or development changes after 60%
map development that affect the right of way requirements/parent tract property lines and may
include any number of tasks. Request and approval to utilize the Supplemental Mapping hours will
be in writing and approved by the COUNTY Project Manager prior to any work being done under
this task.
30 TERRESTRIAL MOBILE LIDAR — NIA
31 ARCHITECTURE DEVELOPMENT — NIA
32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE
Note: Noise Barrier Design is not included in these Scope of Services and will be considered
Additional Services if requested by COUNTY.
32.1 Noise Analysis
The noise analysis shall be performed in accordance with the FDOT's Noise Policy (Part 2, Chapter
17 of the FDOT's PD&E Manual) and the FDOT's Traffic Noise Modeling and Analysis
Guidelines. The noise analysis and noise abatement evaluation shall be performed by or
supervised/reviewed by a person(s) who has attended the FDOT's Traffic Noise Analysis training
course or has attended and successfully completed the National Highway Institute's Highway
Traffic Noise Course (FHWA-NHI-142051). The Federal Highway Administration (FHWA)
approved noise model, the Traffic Noise Model (TNM) Version 2,5 (or most current version) shall
be used for the noise analysis, unless otherwise directed by the COUNTY.
• Limits shall be approximately 3.7 Miles of Wilson Boulevard within project limits.
• Note: Noise Analysis will not be performed along: lmmokalce Road, VBR, Golden Gate
Blvd, Side Streets.
32.2 Noise Barrier Evaluation — NIA
32.3 Public. Involvement— NIA
32.4 Outdoor Advertising Identification — NIA
32.5 Noise Study Report (NSR) Addendum -- NIA
32.6 Technical Meetings
Prior to proceeding with the noise barrier analysis, the CONSULTANT shall discuss and
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coordinate with the appropriate District Environmental Management Office staff and the
COUNTY Project Manager. The purpose of this discussion will be for the COUNTY to provide
the CONSULTANT with all pertinent project information and to confirm the methodologies to be
used to conduct the noise analysis, This meeting is mandatory and should occur after the Notice to
Proceed is given to the CONSULTANT. It is the responsibility of the CONSULTANT to
undertake the necessary action (i.e. phone calls, meetings, correspondence, etc. to ensure that
COUNTY Project Manager is kept informed of the noise analysis efforts so that these tasks are
accomplished in a manner that will enhance the overall success of the project.
32.7 Quality Assurance/Quality Control
32.8 Supervision
32.9 Coordination
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS
The CONSULTANT shall analyze and document Intelligent Transportations System (ITS)
Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks,
procedures, existing ITS standard operating procedures, strategic plans, Florida's SEMP
guidelines, National and regional ITS architectures, and current design memoranda.
The CONSULTANT shall determine the exact location of the field devices to meet the desired
coverage and functional requirements of vehicle detectors. The detector and associated cabinet
locations shall be identified by the CONSULTANT. The CONSULTANT will coordinate and
perform a detailed site survey with a factory trained and certified representative of the detection
system manufacturer being proposed in their design, The site survey must confirm that the design
does not exceed the operational capabilities of the proposed detection technology or device.
The CONSULTANT shall be responsible for the design of a two -vehicle detection system that
allows travel times to be automatically calculated for roadway facilities. One vehicle detection
system to be located north and one south of Vanderbilt Beach Road extension. The travel time
system may utilize microwave. The system shall utilize the project communications fiber optic
backbone in order to collect and distribute travel time data to the TMCs.
The vehicle detection system utilized shall comply with the latest version of FDOT Standard
Specifications for Road and Bridge Construction, Specification 660.
33.2 Communications
The CONSULTANT shall be responsible for the development of a communications plan to
determine the optimal communications medium for the project corridor. The plan shall be
developed prior to submittal of Phase I plans, The CONSULTANT shall design and install 48
strand signal mode fiber optic cable along the inter project length with provisions to connect the
fiber optic cable to the COUNTY back bone network at Immokalee Rd and Wilson at Vanderbilt
Beach Road Extension and Wilson Blvd and at Golden Gate Blvd and Wilson Blvd.
33.6 Design Documentation
The CONSULTANT shall submit a Design Documentation Book with each plan submittal under
separate cover and not part of the roadway documentation book. At a minimum, the design
documentation book shall include:
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• Computation books for all applicable items on plans.
• Phase submittal checklist,
• Three-way quantity check list
• Structural calculations for all structures
33.7 Existing ITS
The CONSULTANT shall research any required legacy system or system components that may
be impacted by new work, such as: existing communications; existing types, numbers, locations,
models, manufacturers, and age of ITS devices; as -built plans; existing operating software; existing
center -to -field devices; and C2C communications and capabilities.
33.8 Queue Analysis - NIA
33.9 Reference and Master ITS Design File
The CONSULTANT shall prepare the ITS design file to include all necessary design elements and
the reference files for topo, R/W roadway, utilities files, etc. This effort includes the design and
layout of proposed ITS devices, including but not limited to; CCTV / Detection poles, DMS,
detection devices, advanced traffic controllers, conduit, cabinet -related pull boxes, service points,
fiber optic sizing, and communications hubs. All existing ITS infrastructure shall be referenced to
the new ITS plan sheets (if applicable).
3330 Reference and Master Communications Design File
The CONSULTANT shall prepare the communication design file to include ail necessary design
elements and all associated reference files as well as reference files of topo, R/W, roadway, utilities
files, existing ITS communications infrastructure, etc. This effort includes design and layout of
proposed communications conduit, cabinet, pull boxes, splice boxes, standard route markers,
communications plan overview, fiber optic splicing, connections, communications hubs, etc,
33.11 Pole Elevation Analysis
The CONSULTANT shall evaluate pole elevation requirements and design pole heights to meet
the Project requirements including field of view; elimination of occlusion; site access for
maintenance vehicles and personnel; access to pole mounted equipment, such as CCTV cameras,
traffic detectors, and cabinets; and probability of lightning strike.
33.12 Sign Panel Design Analysis — NIA
33.13 Quantities
The CONSULTANT shall include all work required to determine the quantities for all items,
including ITS structures and devices, interconnect, and infrastructure (such as conduits, pull boxes,
splice boxes, fusion splices, splice enclosures, etc.). This work effort shall include generating
accurate quantities for computing the engineer's estimate as required by the District. Use digital
submittal of plans as required by the COUNTY.
33.14 Cost Estimate
The CONSULTANT shall prepare an engineer's cost estimate for the project using historical data
from the FDOT or from other Industry sources. The CONSULTANT shall also load the pay items
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and quantities into AASHTOWare Project Preconstruction for generating the Summary of Pay
Items and the FDOT's in-house estimates.
33.15 Technical Special Provisions and Modified Special Provisions
The CONSULTANT shall develop Technical Special Provisions (TSP) and Modified Special
Provisions (MSP) for the specific items or conditions of the project that are not addressed in the
FDOT's Standard Specifications, Supplemental Specifications and Special Provisions.
33.16 Other ITS Analyses — NIA
33.17 Field Reviews
The CONSULTANT shall conduct a field review for the required phase submittals. The review
shall identify necessary data for all elements of the project including, but not limited to, the
following:
• Existing ITS Field Devices as compared with the latest FDOT standards and COUNTY
requirements
• Device Make, Model, Capabilities, Condition / Age, Existence of SunGuide Software Driver
• Condition of Structure(s), cabinets, and other above -ground infrastructure and devices
• Type of Detection as Compared with Current COUNTY Standards
• Underground Infrastructure
• Proximity of other utilities
• Traffic Operations
• Any other field reconnaissance as necessary to develop a complete ITS design package
33.18 Technical Meetings
The CONSULTANT shall attend meetings as necessary support the project.
33.19 Quality Assurance 1 Quality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy and
coordination of designs, drawings, specifications, and other services and work furnished by file
CONSULTANT under this contract.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be
utilized to verify, independently check, and review all design drawings, specifications, and other
documentation prepared as a part of the contract. The CONSULTANT shall describe how the
checking and review processes are to be documented to verify that the required procedures were
followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their
normal operation or may be one specifically designed for this project. The CONSULTANT shall
utilize the District's quality control checklist. The responsible Professional Engineer that performed
the Quality Control review shall sign a statement certifying that the review was conducted.
The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in
their works.
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33.20 Supervision
The CONSULTANT shall provide all efforts required to supervise all technical design activities.
33.21 Coordination
The CONSULTANT shall coordinate with Survey, Geotech, Drainage, Structures, Lighting,
Roadway Design, Utilities, municipalities, maintaining agencies and Traffic Operations to produce
a final set of construction contract documents and to ensure that a high degree of accuracy for the
design plans is achieved.
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS
The CONSULTANT shall prepare a set of ITS Plans in accordance with the FDOT Design Manual
that includes the following:
34.1 Key Sheet
The CONSULTANT shall prepare the key sheet in accordance with the latest format depicted in
the FDOT Design Manual, MUTCD, Standard Specs, and Standard PIans.
34.2 Summary of Pay Items Including Designer Interface Quantity Input
The CONSULTANT shall include quantity input into Designer Interface and create the CADD
generated sheet.
34.3 Tabulation of Quantities
The CONSULTANT shall place pay item numbers, descriptions, quantities and grand totals on the
tabulation sheet(s) and provide updating of the tabulation of quantities sheets during the design
period.
34.4 General Notes / Pay Item Notes
The CONSULTANT shall include all pertinent general notes and pay item notes as deemed fit and
as established by the COUNTY.
34.5 Project Layout — N/A
34.6 Typical and Special Details
The CONSULTANT shall prepare typical and / or special details for conditions in the project not
addressed by the COUNTY's Standard Plans for Design, Construction, Maintenance, and Utility
Operations on the State Highway System. The CONSULTANT shall prepare special details not
addressed by FDOT Standard Plans, including block diagrams, hub cabinets, wiring diagrams, solar
power service, and special mounting details.
34.7 Plan Sheet
The CONSULTANT shall prepare the ITS plan sheets utilizing the Design file to include all
necessary information related to the project design elements and all associated reference files. The
plan sheets shall include general and pay item notes and pay items. The plans shall depict the
location of pull boxes, splice boxes, conduit runs and device locations with setbacks from the travel
way. Devices shall be located by station and offset.
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34.8 ITS Communications Plans
The CONSULTANT shall prepare plans for the communications network. These plans shall
consist of block diagrams, splicing diagrams, port assignments, wiring diagrams, and all other
information necessary to convey the design concept to the contractor. These plans shall be included
in the ITS plan set and be prepared in a manner consistent with immediately adjacent ITS project
installations (planned or installed).
The communication system shall be an open -architecture, non-proprietary, real-time, multimedia
communications network. The communication system design must be compatible and completely
interoperablc with the existing systems.
The CONSULTANT shall be responsible for preparing plans to preserve communications
connectivity during construction
The CONSULTANT's design shall include protecting and maintaining the existing ITS
infrastructure. For locations where existing ITS infrastructure is impacted, the CONSULTANT's
design shall include mitigation to minimize the downtime of existing system as per the COUNTY
requirements.
The CONSULTANT is responsible for the design of the communication infrastructure and its
integration with the COUNTY's communication system. Additionally, the CONSULTANT shall
determine the most cost effective, best performing, communication connectivity option. The
communication system must allow command and control as well as data and video transmission
between the field devices and the TMC. And shall provide communication to the existing info
structure with no down time unless approved by the engineer.
The CONSULTANT shall produce fiber optic cable splicing diagrams to show the connectivity of
the fiber optic cable from its termini at field devices to the TMC. The diagrams shall denote new
and existing fiber routes, splices, and terminations involved in the work. The diagrams shall
identify cables by size, tube color / number and stand colors / numbers. All cables shall be identified
either by numbering system identified either by numbering system identified on the plans or by
bounding devices. The diagrams shall denote the types of connectors in the patch panels.
34.9 Fiber Optic Splice Diagrams
The CONSULTANT shall produce fiber optic cable splicing diagrams to show the connectivity of
the fiber optic cable from its termini at field devices to the TMC. The diagrams shall denote new
and existing fiber routes, splices, and terminations involved in the work. The diagrams shall
identify cables by size, tube color / number and stand colors / numbers. All cables shall be identified
either by numbering system identified either by numbering system identified on the plans or by
bounding devices. The diagrams shall denote the types of connectors in the patch panels.
34.10 Grounding and Lightning Protection Plans
3411 Cross Sections
34.12 Guide Sign Work Sheet(s) — NIA
34.13 Special Services Point Details
34.14 Strain Pole Schedule
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34.15 Overhead / Cantilever Sign Structure — NIA
34.16 Other Overhead Sign Structures (Long Span, Monotubc, etc.) — NIA
34.17 Temporary Traffic Control Plans — NIA
34.18 Interim Standards — NIA
34.19 GIS Data and Asset Management Requirements — NIA
34.20 Quality Assurance / Quality Control - NIA
35 GEOTECHNICAL
The CONSULTANT shall, for each project, be responsible for a complete geotechnical
investigation. All work performed by the CONSULTANT shall be in accordance with COUNTY
standards, or as otherwise directed by the District Geotechnical Engineer. The District Geotechnical
Engineer will make interpretations and changes regarding geotechnical standards, policies and
procedures and provide guidance to the CONSULTANT,
Before beginning each phase of investigation and after the Notice to Proceed is given, the
CONSULTANT shall submit an investigation plan for approval and meet with the COUNTY
Project Manager to review the project scope and FDOT and COUNTY requirements. The
investigation plan shall include, but not be limited to, the proposed boring locations and depths,
and all existing geotechnical information from available sources to generally describe the surface
and subsurface conditions of the project site. Additional meetings may be required to plan any
additional field efforts, review plans, resolve plans/report comments, resolve responses to
comments, and/or any other meetings necessary to facilitate the project.
The CONSULTANT shall notify the COUNTY in adequate time to schedule a representative to
attend all related meetings and field activities.
A subsoil investigation plan shall be submitted to the COUNTY for approval prior to site
investigation. Muck and cap rock conditions are typical to Southwest Florida. Not encountering
muck and cap rock is outside the norm in Collier County. The presence of both must be identified
and quantified in the soils report for the project. To do this may require additional hand holes in
muck and deeper drill holes to penetrate the cap rock and identify the soil layers below than was
originally shown in the investigation plan.
The Soils Report shall contain a signed statement by the Geoteclnical Engineer that they have
walked the project site and verified to the best of their ability that information provided in the report
is representative of what the surface conditions and vegetation suggest would exist below.
Where cap rock is expected to be encountered in the installation of stormwater pipe and other
structures, the pay items "Rock Trench Excavation" and "muck removal" (if encountered) shall be
provided.
All Gcotechnical work shall meet the minimum requirements of the FDOT Soils and Foundations
Handbook.
35.1 Document Collection and Review
CONSULTANT will review printed literature including topographic maps, COUNTY agricultural
maps, aerial photography (including historic photos), ground water resources, geology bulletins,
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potentiometric maps, pile driving records, historic construction records and other geotechnical
related resources. Prior to field reconnaissance, CONSULTANT shall review U.S.G.S., S.C.S. and
potentiomctric maps, and identify areas with problematic soil and groundwater conditions.
The CONSULTANT shall perform specialized field-testing including but not limited to the
following:
• Roadway auger borings every 100 feet to a depth of 6 feet.
• LBR sampling and testing at 3 per mile.
• Pavement core sampling and testing at 1 sample per 1,000 feet.
• Corrosion series testing at sample per abundant stratum per 1,000 feet
• Buried storm sewer system SPT borings to a depth of 20 feet every 500 feet
• SPT borings on all corners of intersection for all new signals and/or mast arm to a depth of
25 feet.
• Two corrosion series tests at each intersection location
• Two SPT borings to a depth of 25 feet at each wet/dry detention pond location (Assume 7
Ponds)
• Two borehole permeability tests at each wet/dry detention pond location (Assume 7 Ponds)
• Piezometer installations at 1 per pond for Seasonal High Groundwater Level (SHGWL)
determinations (Assume 7 Ponds)
If required by the COUNTY Project Manager, a preliminary roadway exploration shall be
performed before the 30% plans submittal. The preliminary roadway exploration will be performed,
and results provided to the Engineer of Record to assist in setting roadway grades and locating
potential problem areas. The preliminary roadway exploration shall be performed as directed in
writing by the COUNTY Project Manager.
CONSULTANT shall perform specialized field-testing as required by project needs and as
directed in writing by the COUNTY Project Manager.
All laboratory testing and classification will be performed in accordance with applicable FDOT
standards, ASTM Standards or AASHTO Standards, unless otherwise specified in the Contract
Documents.
• Note: Geotechnical Exploration will be done in 2 Phases. Ponds will be done as part of Phase
11 once locations are determined.
35.2 Develop Detailed Boring Location Plan
Develop a detailed boring location plan. Meet with COUNTY Project Manager for boring plan
approval. If the drilling program expects to encounter artesian conditions, the CONSULTANT
shall submit a methodology(s) for plugging the borehole to the COUNTY for approval prior to
commencing with the boring program.
35.3 Stake Borings/Utility Clearance
Stake borings and obtain utility clearance. Pei -form two corrosion series tests at each intersection
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location,
35.4 Muck Probing
Probe standing water and surficial muck in a detailed pattern sufficient for determining removal
limits to be shown in the Plans.
35.5 Coordinate and Develop TTCP for Field Investigation
Coordinate and develop Temporary Traffic Control Plan (TTCP). All work zone traffic control will
be performed in accordance with the FDOT's Standard Plans Index 102 series.
35.6 Drilling Access Permits
Obtain all State, COUNTY, and Water Management District permits for performing geotechnical
borings, as needed.
35.7 Property Clearances
Notify property tenants in person of drilling and field activities, if applicable. Written notification
to property owners/tenants is the responsibility of the CONSULTANT. The CONSULTANT shall
be responsible for assembling a list of all property owners where access is required for conducting
geotechnical investigations. A standardized letter shall be prepared by the CONSULTANT for
review and approval by the COUNTY prior to notifying affected property owners.
35.8 Groundwater Monitoring
Monitor groundwater, using piezometers.
35.9 LBR/ Resilient Modulus Sampling
Collect appropriate samples for Limerock Bearing Ratio (LBR) testing. Deliver Resilient Modulus
samples to a location as directed by the COUNTY,
35.10 Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
35.11 Soil and Rock Classification -- Roadway
Refine soil profiles recorded in the field, based on results of laboratory testing.
35.12 Design LBR
Determine design LBR values from the 90% and mean methods when LBR testing is required by
the COUNTY,
35.13 Laboratory Data
Tabulate laboratory test results for inclusion in the geotechnical report, the report of tests sheet
(Roadway Soil Survey Sheet), and for any necessary calculations and analyses.
35.14 Seasonal High -Water Table
Review the encountered ground water levels and estimate seasonal high ground water levels.
Estimate seasonal low ground water levels, if requested.
35.15 Parameters for Water Retention Areas
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Calculate parameters for water retention areas, exf7ltration trenches, and/or swales,
35.16 Delineate Limits of Unsuitable Material
Delineate limits of unsuitable material(s) in both horizontal and vertical directions. Assist the
Engineer of Record with detailing these limits on the cross -sections. If requested, prepare a plan
view of the limits of unsuitable material.
35,17 Electronic Files for Cross -Sections
Create electronic files of boring data for cross -sections.
35.18 Embankment Settlement and Stability
Estimate the total magnitude and time rate of embankment settlements. Calculate the factor of
safety against slope stability failure.
35.19 Monitor Existing Structures
Coordinate with FOR and structural engineer (when applicable) to identify and develop mitigation
strategies for sensitive structures and facilities which require special considerations for settlement,
vibration and/or groundwater monitoring by the contractor during construction. When there is risk
of damage to the structure or facility, provide recommendations in the geotechnical report
addressing project specific needs and coordinate those locations with the EOR. See PPM Volume
I Chapter 34 and Chapter 9 of the Soils and Foundations Handbook.
35.20 Stormwater Volume Recovery and/or Background Seepage Analysis
Perform stormwater volume recovery analysis in consultation with the EOR.
35.21 Geotechnical Recommendations
Provide geotechnical recommendations regarding the proposed roadway construction project
including the following: description of the site/alignment, design recommendations and discussion
of any special considerations (i.e., removal of unsuitable material, consolidation of weak soils,
estimated settlement time/amount, groundwater control, high groundwater conditions relative to
pavement base, etc,) Evaluate and recommend types of gcosynthetics and properties for various
applications, as required.
35.22 Pavement Condition Survey and Pavement Evaluation Report —N/A
If a pavement evaluation is performed, submit the report in accordance with Section 3.2 of the
Materials Manual: Flexible Pavement Coring and Evaluation. Enter ail core information into the
Pavement Coring and Reporting (PCR) system.
35.23 Preliminary Roadway Report
If a preliminary roadway investigation is performed, submit a preliminary roadway report before
the Phase I plans submittal. The purpose of the preliminary roadway report will be to assist in
setting road grades and locating potential problems.
• Copies of U.S.G.S. and S.C,S. maps with project limits shown.
• A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e.
soils grouped into layers of similar materials) and construction recommendations relative to
Standard Plans Indices 120-001 and 120-002,
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• The results of all tasks discussed in all previous sections regarding data interpretation and
analysis.
• An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample
embankment settlement and stability calculations, design LBR calculation/graphs, and other
pertinent calculations.
The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY
and submit any responses and revised reports.
35.24 Final Report
The Final Roadway Report shall include the following:
• Copies of U.S.G.S. and S.C.S. maps with project limits shown,
• A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e.
soils grouped into layers of similar materials) and construction recommendations relative to
Standard Plans Indices 120-001 and 120-002.
• The results of all tasks discussed in all previous sections regarding data interpretation and
analysis.
• An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample
embankment settlement and stability calculations, design LBR calculation/graphs, and other
pertinent calculations.
The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY
and submit any responses and revised reports.
35,25 Auger Boring Drafting
The auger borings shall be every 100 feet to a depth of 6 feet.
35.26 SPT Boring Drafting
Prepare a complete set of drawings to include all SPT borings, auger borings and other pertinent
soils information in the plans. Include these drawings in the Final Geotechnical Report. Draft
borings, location map, S.C.S. map and U.S.D.A, map as directed by the COUNTY. Soil symbols
must be consistent with those presented in the latest Florida Department of Transportation Soils
and Foundations Handbook.
Structures
The CONSULTANT shall be responsible for coordination of all geotechnical related fieldwork
activities, The CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores
shall be retained as directed in writing by the COUNTY Project Manager.
CONSULTANT shall perform specialized field-testing as required by needs of project and as
directed in writing by the COUNTY Project Manager.
All laboratory testing and classification will be performed in accordance with applicable FDOT
standards, ASTM Standards or AASHTO Standards, unless otherwise specified in the Contract
Documents.
The staff hour tasks for high embankment fills and structural foundations for bridges, box culverts,
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walls, high -mast lighting, overhead signs, mast arm signals, strain poles, buildings, and other
structures include the following:
• Curry Canal Bridge
• Cocohatchee Canal Box Culvert
• (4) Mast Arms Immokalee Road Intersection
• (4) Mast Arms Golden Gate Blvd. Intersection
35.27 Develop Detailed Boring Location Plan
Develop a detailed boring location plan. Meet with THE COUNTY Project Manager for boring
plan approval. If the drilling program expects to encounter artesian conditions, the
CONSULTANT shall submit a methodology(s) for plugging the borehole to the COUNTY for
approval prior to commencing with the boring program.
35.28 Stake Borings/Utility Clearance
Stake borings and obtain utility clearance,
35.29 Coordinate and Develop TTCP for Field Investigation
Coordinate and develop TTCP plan. All work zone traffic control will be performed in accordance
with the FDOT's Standard Plans Index 102 series.
35.30 Drilling Access Permits
Obtain all State, COUNTY, and Water Management District permits for performing geotechnical
borings, as needed.
35.31 Property Clearances
Notify property tenants in person of drilling and field activities, if applicable. Written notification
to property owners/tenants is the responsibility of the CONSULTANT.
35.32 Collection of Corrosion Samples
Collect corrosion samples for determination of environmental classifications.
35.33 Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
35.34 Soil and Rock Classification — Structures
Soil profiles recorded in the field should be refined based on the results of laboratory testing.
35.35 Tabulation of Laboratory Data
Laboratory test results should be tabulated for inclusion in the geotechnical report and for the
necessary calculations and analyses.
35.36 Estimate Design Groundwater Level for Structures
Review encountered groundwater levels, estimate seasonal high groundwater levels, and evaluate
groundwater levels for structure design.
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35.37 Selection of Foundation Alternatives (BDR)
Evaluation and selection of foundation alternative, including the following;
• GRS-IBS
• Spread footings
. Prestressed concrete piling - various sizes
• Steel H- piles
• Steel pipe piles
• Drilled shafts
Foundation analyses shall be performed using approved FDOT methods. Assist in selection of the
most economical, feasible foundation alternative,
35.38 Detailed Analysis of Selected Foundation Alternate(s)—N/A
35.39 Bridge Construction and Testing Recommendations —NIA
35.40 Lateral Goad Analysis (Optional) -NIA
35.41 Walls
Provide the design soil profile(s), which include the soil model/type of each layer and all soil
engineering properties required by the Engineer of Record for conventional wall analyses and
recommendations. Review wall design for geotechnical compatibility and constructability.
Evaluate the external stability of conventional retaining walls and retained earth wall systems. For
retained earth wall systems, calculate and provide minimum soil reinforcement lengths versus wall
heights, and soil parameters assumed in analysis. Estimate differential and total (long term and
short term) settlements.
Provide wall construction recommendations.
35.42 Sheet Pile Wall Analysis (Optional) —NIA
35.43 Design Soil Parameters for Signs, Signals, and Strain Poles and Geotechnical
Recommendations
Provide the design soil profile(s) that include the soil model/type of each layer and all soil properties
required by the Engineer of Record for foundation design. Review design for geotechnical
compatibility and constructability.
35.44 Box Culvert Analysis
Bridge Culvert over Cocohatchee Canal, Bridge No. 34056
• Provide the design soil profile(s) that include the soil niodel/type of each layer and all soil
properties required by the Engineer of Record for foundation design. Review design for
geotechnical compatibility and constructability.
• Provide lateral earth pressure coefficients.
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• Provide preliminary box culvert construction and design recommendations,
• Estimate differential and total (long term and short term) settlements,
• Evaluate wingwall stability.
35.45 Preliminary Report —BDR
The preliminary structures report shall contain the following discussions as appropriate for the
assigned project:
• Copies of U.S,G,S, and S.C,S. snaps with project limits shown.
• Summary of structure background data, S.C.S., U,S.G.S., geologic and potentiometric data.
• The results of all tasks discussed in all previous sections regarding data interpretation and
analysis).
• Recommendations for foundation installation, or other site preparation soils -related
construction considerations with plan sheets as necessary.
• Any special provisions required for construction that are not addressed in the FDOT's
Standard specification.
• An Appendix which includes SPT and CPT boring/sounding profiles, data from any
specialized field tests, engineering analysis, notes/sample calculations, sheets showing
ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete
FHWA check list, pile driving records (if available), and any other pertinent information.
35.46 Final Report - Bridge and Associated Walls
The final reports shall include the following:
• Copies of U.S,G.S. and S.C.S. maps with project limits shown.
• Summary of structure background data, S.C.S,, U,S.G.S., geologic and potentiometric data.
• The results of all tasks discussed in all previous sections regarding data interpretation and
analysis),
• Recommendations for foundation installation, or other site preparation soils -related
construction considerations with plan sheets as necessary,
• Any special provisions required for construction that are not addressed in the FDOT's
Standard specification.
• An Appendix which includes SPT and CPT boring/sounding profiles, data from any
specialized field tests, engineering analysis, notes/sample calculations, sheets showing
ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete
FHWA check list, pile driving records (if available), and any other pertinent information.
Final reports will incorporate comments from the COUNTY and contain any additional field or
laboratory test results, recommended foundation alternatives along with design parameters and
special provisions for the contract plans. These reports will be submitted to the COUNTY Project
Manager for review prior to project completion. After review by the COUNTY, the reports will be
submitted to the COUNTY Project Manager in final form and will include the following:
• All original plan sheets (I l" x 17")
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• One set of all plan and specification documents, in electronic format, according to COUNTY
requirements
• All reference and support documentation used in preparation of contract plans package
The final reports, special provisions, as well as record prints, will be signed and sealed by a
Professional Engineer licensed in the State of Florida,
Draft the detailed boring/sounding standard sheet, including environmental classification, results
of laboratory testing, and specialized construction requirements, for inclusion in final plans.
35.47 Final Reports - Signs, Signals
The final reports shall include the following;
• Copies of U.S,G,S, and S.C.S. maps with project limits shown.
• Summary of structure background data, S.C.S., U.S.G.S„ geologic and potentiometric data.
• The results of all tasks discussed in all previous sections regarding data interpretation and
analysis).
• Recommendations for foundation installation, or other site preparation sails -related
construction considerations with plan sheets as necessary.
• Any special provisions required for construction that are not addressed in the FDOT's
Standard specification,
• An Appendix which includes SPT and CPT boring/sounding profiles, data from any
specialized field tests, engineering analysis, notes/sample calculations, sheets showing
ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete
FHWA check list, pile driving records (if available), and any other pertinent information.
Final reports will incorporate comments from the COUNTY and contain any additional field or
laboratory test results, recommended foundation alternatives along with design parameters and
special provisions for the contract plans. These reports will be submitted to the COUNTY Project
Manager for review prior to project completion. After review by the COUNTY, the reports will be
submitted to the COUNTY Project Manager in final form and will include the following.
• All original plan sheets (1 i" x 17")
• One set of all plan and specification documents, in electronic format, according to COUNTY
requirements
• All reference and support documentation used in preparation of contract plans package
The final reports, special provisions, as well as record prints, will be signed and sealed by a
Professional Engineer licensed in the State of Florida.
Draft the detailed boring/sounding standard sheet, including environmental classification, results
of laboratory testing, and specialized construction requirements, for inclusion in final plans.
35.48 SPT Boring Drafting
Prepare a complete set of drawings to include all SPT borings, auger borings and other pertinent
soils information in the plans, Include these drawings in the Final Geotechnical Report. Draft
borings, location map, S,C.S. map and U.S.D,A. map as directed by the COUNTY. Soil symbols
must be consistent with those presented in the latest Florida Department of Transportation Soils
and Foundations Handbook.
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35.49 Other Geotechnical
Other geotechnical effort specifically required for the project as determined by the COUNTY and
will be considered Additional Services, if requested by the COUNTY.
35.50 Technical Special Provisions and Modified Special Provisions
35.51 Field Reviews
Identify and note surface soil and rock conditions, surface water conditions and locations, and
preliminary utility conflicts. Observe and note nearby structures and foundation types.
35.52 Technical Meetings
35.53 Quality Assurance/Quality Control
35.54 Supervision
35.55 Coordination
36 31) MODELING — NIA
37 PROJECT REQUIREMENTS
37.1 Liaison Office
The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager
who shall be the representative of their respective organizations for the Project. While it is expected
the CONSULTANT shall seek and receive advice from various state, regional, and local agencies,
the final direction on all matters of this project remain with the COUNTY Project Manager.
37.2 Key Personnel
The CONSULTANT's work shall be performed and directed by the key personnel identified in
the proposal presentations by the CONSULTANT. Any changes in the indicated personnel shall
be subject to review and approval by COUNTY.
37.3 Progress Reporting
The CONSULTANT shall meek with the COUNTY as required and shall provide a written
monthly progress report that describes the work performed on each task along with approved
schedule and schedule status. The Project Manager will make judgment on whether work of
sufficient quality and quantity has been accomplished by comparing the reported percent complete
against actual work accomplished.
37.4 Correspondence
Copies of all written correspondence between the CONSULTANT and any party pertaining
specifically to this contract shall be provided to the COUNTY for their records within one (l) week
of the receipt or mailing of said correspondence.
37.5 Professional Endorsement
The CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign and
seal all repots, documents, Technical Special Provisions and Modified Special Provisions, and
plans as required by FDOT and COUNTY standards.
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37.6 Computer Automation
The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. It
is the responsibility of the CONSULTANT to meet the requirements in the FDOT CADD Manual.
The CONSULTANT shall submit final documents and files as described therein or as amended by
this Scope of Services
37.7 Coordination with Other CONSULTANTS
The CONSULTANT is to coordinate his work with any and all adjacent and integral
CONSULTANTS so as to effect complete and homogenous plans and specifications for the
project(s) described herein.
37.8 Optional/Additional Services
Optional Services:
At the COUNTY's option, the CONSULTANT may be requested to provide Optional Services
included in the Contract Documents and listed in Schedule B (See Schedule B, Tasks 6 thru 10 for
Optional Services 1 thru 5).
Optional Services: Include the following:
• Optional Services No. 1: Side Street Drainage Survey 24.36 Miles). CONSULTANT
shall obtain topographic survey along the side street swales. Cross sections will be taken
at 500-foot intervals, Data to be obtained includes: Edge of roadway, top and bottom of
ditches, driveways, drainage structures (InletsIMES), pipe sizes, ROW, fences, mailboxes,
utility valves (above ground only).
o Deliverable: A DTM will be provided of survey data.
• Optional Services No. 2: Side Street Drainage Analysis and Recommendations 24.36
miles . CONSULTANT will evaluate survey data and prepare a technical memorandum
and exhibits documenting and depicting problem areas and defining recommended
solutions. Profiles of existing side swales (including driveway culvert MES inverts) will
be prepared to assist with identifying problem areas.
o Deliverables: Technical Memorandum Summarizing Findings, Exhibits depiction
analysis area and recommended improvements.
Note: On-site/Off-site Drainage Modeling will not be performed as part of this task and
will be considered Additional Services if requested/required.
Optional Services No. 3: Environmental Surveys Pre -Construction. CONSULTANT shall
(if required by Permitting Agencies), perform pre -construction species surveys. Pre -
construction listed species surveys may be required per special condition of the ERP and
State 404 Permit that are obtained for the project. The surveys are generally required to
take place no more than 30 days prior to the start of clearing, Based on other projects of
similar scope and location, pre -construction surveys are anticipated for the following
species: Florida bonneted bat, Big Cypress fox squirrel, gopher tortoise and/or burrowing
owl, wading birds. If potentially occupied gopher tortoise burrows are identified within 25'
of the project area that cannot be avoided, it will be necessary to obtain a gopher tortoise
relocation permit from the FWC (Fees to be paid for by COUNTY). In addition,
coordination will also likely be required with the permitting agencies to document
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compliance with best management practices and/or fulfillment of mitigation requirements
for the eastern indigo snake, Florida panther, and Everglades mink.
o Deliverables: Pre-Construclion Listed Species Technical hlemorandunr
documenting environmental survey findings.
• Optional Services No. 4: LightingPlans lans (Complete Wilson Boulevard). CONSULTANT
shall prepare Lighting Plans, Details, Quantities and Estimates for a complete Wilson
Boulevard Lighting Plan (Golden Gate Blvd to Immokalce Road) as opposed to lighting
intersections only.
o Deliverables: Final Wilson Boulevard Lighting Design Plans
Optional Services No. 5: ROW Acquisition/Expert Witness. CONSULTANT shall
provide support services to COUNTY ROW Department and Legal Department, as
requested, to assist with the ROW acquisition process. Services may include reviewing and
responding to property owner/lawyer/engineer inquiries, preparation of exhibits,
preparation for, and attendance at, depositions and ROW acquisition court hearings,
o Deliverables; As requested/required by COUNTY
Additional Services:
Fees for Additional Services are not included in the negotiated contract fees. If these items are
determined necessary and are requested by the COUNTY, scope and fee will be negotiated at that
time and will be implemented via Change Order, When applicable, the staff hourly rates established
in the contract shall be utilized for fee determination. Additional Services may be authorized by
Change Order or supplemental amendment in accordance with the COUNTY's Procurement
Policy. The additional services may include any services requested/required by the COUNTY
associated with the project.
Additional Services: May include, but are not limited to the following:
• Side Street Drainage Ditches Survey, ROW and Design Plans for 31 Side Street Swalcs
will be considered Additional Services if requested by COUNTY.
• Environmental Phase It Assessments will be considered Additional Services if requested
by COUNTY.
• Improvements to Irnmokalee Road or Wilson Boulevard North of lmmokalee Road to
accommodate the fixture Randall Boulevard "fly -over" Ramp are not included in this scope
of services and will be considered Additional Services if requested by COUNTY.
• Boat Ramp Design and/or Permitting (including Survey and Geoteclmical services) is not
included in these Scope of Services and will be considered Additional Services if requested
by COUNTY.
• Noise Barrier Wall Designs are not included in these Scope of Services and will be
considered Additional Services if requested by COUNTY.
• Improvements/Replacements to the Signalized Intersection of Golden Gate Boulevard and
51 Street NW is not included in these Scope of Services and will be considered Additional
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Services if requested by COUNTY.
• Additional Traffic Counts (Other than those shown in 21.1) are not included in these Scope
of Services and will be considered Additional Services if requested by COUNTY.
• Lighting for Golden Gate Boulevard and/or Immokalee Road is not included in these Scope
of Services and will be considered Additional Services if requested by COUNTY.
+ Site/Civil improvements to the adjacent business parcels at the Wilson Blvd/Golden Gate
Blvd Intersection is not included in this scope of services and will be considered Additional
Services if requested by COUNTY.
• COUNTY or City of Naples Utility Design Work included in these Scope of Services.
Utility Design Se►•vices can be added as Additional Services if requested by the COUNTY.
• Additional Species Surveys or Phase Il Species Surveys are required by agencies, services
can be added as Additional Services if requested by the COUNTY,
38 INVOICING LIMITS
Payment for the work accomplished shall be in accordance with Method of Compensation of this
contract. Invoices shall be submitted to the COUNTY, in a format prescribed by the COUNTY.
The COUNTY Project Manager and the CONSULTANT shall monitor the cumulative invoiced
billings to ensure the reasonableness of the billings compared to the project schedule and the work
accomplished and accepted by the COUNTY.
The CONSULTANT shall provide a list of key events and the associated total percentage of work
considered to be complete at each event. This list shall be used to control invoicing. Payments will
not be made that exceed the percentage of work for any event until those events have occurred and
the results are acceptable to the COUNTY
END
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SCHEDULE B
BASIS OF COMPENSATION
1. MONTHLY STATUS REPORTS
B.1.1. As a condition precedent to payment, CONSULTANT shall submit to the COUNTY as part of
its monthly invoice a progress report reflecting the Project status, in terms of the total work effort
estimated to be required for the completion of the Basic Services and any authorized Additional
Services, as of the last day of the subject monthly billing cycle. Among other things, the report shall
show all Service items and the percentage complete of each item.
2. COMPENSATION TO CONSULTANT
B.2.1. For the Basic Services provided for in this Agreement, the COUNTY agrees to make the
payments to CONSULTANT in accordance with the terms stated below. Payments will be made in
accordance with the following Schedule; however, the payment of any particular line item noted below
shall not be due until services associated with any such line item have been completed or partially
completed to the COUNTY's reasonable satisfaction. Lump sum payments will be made upon the
percentage complete. In no event shall such Time and Materials compensation exceed the amounts
set forth in the table below.
Tasks/item
Description
Lump Sum
Time and
Materials
Not -To -Exceed
Task 1
30% - Design Plans
$1,516,307.35
$
Task 2
60% - Design Plans, Permits (Submitted)
$1,887,957.75
$
Task 3
90% - Design Plans
$1,007,581.25
$
Task 4
100% - Design Plans
$403,153.65
$
Task 5
Post Design Services
$
$140,000,00
Task 6
Optional Services. 1 - Side Street Drainage Surveys
$125,000.00
$
Task 7
Optional Services. 2 - Side Street Drainage Analysis
$165,000.00
$
Task 8
Optional Services. 3 - Environmental Surveys Pre-Constr.
$ 75,000.00
$
Task 9
Optional Services. 4 - Lighting Plans
$40,000.00
$
Task 10
Optional Services. 5 - ROW Acquisition/Expert Witness
$
$40,000.00
$
$
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P5A_CCNA Single Project Agreement [2022_ver.I ]
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$
$
Total Lump Sum Fee
$ 5,220,00.00
Total Time and Materials Fee
$180,000.00
GRAND TOTAL FEE
$ 5,400,000.00
B.2.2. n* Time and Material Fees: The fees noted in Section B.2.1. shall constitute the amounts to be
paid to CONSULTANT for the performance of the Basic Services. Direct Labor Costs mean the actual
salaries and wages (basic, premium and incentive) paid to CONSULTANT's personnel, with respect to this
Project, including all indirect payroll related costs and fringe benefits, ail in accordance with and not in
excess of the rates set forth in the Attachment 1 to this Schedule B. With each monthly Application for
Payment, CONSULTANT shall submit detailed time records, and any other documentation reasonably
required by the COUNTY, regarding CONSULTANT's Direct Labor Costs incurred at the time of billing, to
be reviewed and approved by the COUNTY. There shall be no overtime pay without the COUNTY's prior
written approval.
B,2.2.1. Notwithstanding anything herein to the contrary, in no event may CONSULTANT's monthly
billings, on a cumulative basis, exceed the sum determined by multiplying the applicable not to exceed
task(s) limits by the percentage the COUNTY has determined CONSULTANT has completed such task as
of that particular monthly billing.
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PSA_CCNA Single Project Agreement [2422_ver.I
CP►Q
B.2.3. 0* Lump Sum Fees: The fees noted in Section 2.1. shall constitute the lump sum amount to be
paid to CONSULTANT for the performance of the Basic Services. There shall be no overtime pay without
the COUNTY's prior written approval.
B.2.3.1 CONSULTANT shall submit, with each of the monthly status reports provided for under
Section B.1.1 of this Schedule B, an invoice for fees earned in the performance of Basic Services and
Additional Services during the subject billing month.
B.2.4. For Additional Services provided pursuant to Article 2 of the Agreement, if any, the COUNTY agrees
to pay CONSULTANT a negotiated total fee and Reimbursable Expenses based on the services to be
provided and as set forth in the Amendment authorizing such Additional Services. The negotiated fee shall
be based upon the rates specified in Attachment 1 to this Schedule B and all Reimbursable Expenses shall
comply with the provision of Section 3.4.1 below. There shall be no overtime pay on Additional Services
without the COUNTY's prior written approval.
B.2.5. The compensation provided for under Section B.2.1 of this Schedule B, shall be the total and
complete amount payable to CONSULTANT for the Basic Services to be performed under the provisions
of this Agreement, and shall include the cost of all materials, equipment, supplies and out-of-pocket
expenses incurred in the performance of all such services.
B.2.6. Notwithstanding anything in the Agreement to the contrary, CONSULTANT acknowledges and
agrees that in the event of a dispute concerning payments for Services performed under this Agreement,
CONSULTANT shall continue to perform the Services required of it under this Agreement, as directed by
the COUNTY, pending resolution of the dispute provided that the COUNTY continues to pay to
CONSULTANT all amounts that the COUNTY does not dispute are due and payable.
3. SCHEDULE OF PAYMENTS
B.M. Notwithstanding anything herein to the contrary, the CONSULTANT shall submit no more than one
invoice per month for all fees earned that month for both Basic Services and Additional Services. Invoices
shall be reasonably substantiated, identify the services rendered and must be submitted in triplicate in a
form and manner required by the COUNTY.
B.3.1.1 Payments will be made for services furnished, delivered, and accepted, upon receipt and
approval of invoices submitted on the date of services or within six (6) months after completion of contract.
Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under
the legal doctrine of "lathes" as untimely submitted. Time shall be deemed of the essence with respect to
the timely submission of invoices under this Agreement.
B.3.2. Invoices not properly prepared (mathematical errors, billing not reflecting actual work done, no
signature, etc.) shall be returned to CONSULTANT for correction. Invoices shall be submitted on
CONSULTANT's letterhead and must include the Purchase Order Number and Project name and shall not
be submitted more than one time monthly.
B.3.3. Payments for Additional Services of CONSULTANT as defined in Article 2 hereinabove and for
reimbursable expenses will be made monthly upon presentation of a detailed invoice with supporting
documentation.
B.3.4. Unless specific rates have been established in Attachment 1, attached to this Schedule B,
CONSULTANT agrees that, with respect to any subconsultant or subcontractor to be utilized by
CONSULTANT for this Agreement or Additional Services, CONSULTANT shall be limited to a maximum
markup of five percent (5%) on the fees and expenses associated with such subconsuitants and
subcontractors.
B3.4.1 Reimbursable Expenses must comply with §112.061, Fla. Stat., or as set forth in the
Agreement, be charged without mark-up by the CONSULTANT, and shall consist only of the following
items:
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B.3.4.1.1. Cost for reproducing documents that exceed the number of documents
described in this Agreement and postage and handling of Drawings and Specifications.
B.3.4.1.2. Travel expenses reasonably and necessarily incurred with respect to Project
related trips, to the extent such trips are approved by the COUNTY. Such expenses, if approved by the
COUNTY, may include coach airfare, standard accommodations and meals, all in accordance with
§112,061, Fla. Stat. Further, such expenses, if approved by the COUNTY, may include mileage for trips
that are from/to destinations outside of Collier or Lee Counties. Such trips within Collier and Lee Counties
are expressly excluded.
13.3.4.1.3. Permit Fees required by the Project.
B.3.4.1.4. Expense of overtime work requiring higher than regular rates approved in
advance and in writing by the COUNTY.
B.3,4.1.5. Expense of models for the County's use.
B.3.4.1.6. Other items on request and approved in writing by the COUNTY.
13,3.4.1.7. The CONSULTANT shall bear and pay all overhead and other expenses, except
for authorized reimbursable expenses, incurred by CONSULTANT in the performance of the Services.
B.3.4.1.8. Records of Reimbursable Expenses shall be kept on a generally recognized
accounting basis.
B.3.5. The CONSULTANT shall obtain the prior written approval of the COUNTY before incurring any
reimbursable expenses, and absent such prior approval, no expenses incurred by CONSULTANT will be
deemed to be a reimbursable expense,
[END OF SCHEDULE B]
REMAINDER OF PAGE INTENTIONALLY LEFT BLANK
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SCHEDULE B — ATTACHMENT 1
CONSULTANT'S HOURLY RATE SCHEDULE
Title
Hourly Rate
Principal
$238.00
Senior Project Manager
$201.00
Senior Technologist
$1 woo
Senior Engineer
$175.00
Project Manager
$165.00
Senior Planner
$164.00
Engineer
$136.00
Planner
$130.00
Senior Designer
$128.00
Designer
$109.00
Senior Technican
$102.00
Clerical/Administrative
$73.00
Technician
$83.00
Environmental Specialist
$120.00
Senior Environmental Specialist
$156.00
Scientist/ Geologist
$115.00
Senior GIS Specialist
$149.00
GIS Specialist
$114.00
Surveyor and Mapper
$142.00
CADD Technician
$95.00
Survey Crew - 2 Man
$152.00
Survey Crew - 3 Man
$185.00
Survey Crew - 4 Man
$218.00
Mid -Level Engineer
$156.00
The above hourly rates are applicable to Time and Materials task(s) only. The above list may not be
all inclusive. Additional hourly rates for other personnel may be added via an Amendment upon mutual
agreement in advance and in writing by the parties, lis t-F+m eGts-,-t-he-abeveheer4y
rater aFe for pUfP9GeG Of FeVid-in ,FeqUiFed by e j `�,
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SCHEDULE C
PROJECT MILESTONE SCHEDULE
Task/Item
Description
--
Number of Calendar Days
For Completion of Task
from Date of Notice to
Proceed
Task 1
30% Design Plans
240
Task 2
60% Design -Build Plans/Permits (Submitted)
450
Task 3
90% Design Plans
600
Task 4
100% Design Plans
720
Task 5
Post Design Services
1,800
Task 6
Optional Services 1 - Side Street Drainage Surveys
240
Task 7
Optional Services 2 - Side street Drainage Analysis and Recommendations
450
Task 8
Optional Services 3 — Environmental Surveys
1,000
Task 9
Optional Services 4 - Lighting Plans
720
Task 10
Optional Services 5 — ROW Acquisition/Expert Witness
1,000
*A separate NTP %vill be issued for Post Design Services.
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SCHEDULE D
INSURANCE COVERAGE
1. The amounts and types of insurance coverage shall conform to the following minimum
requirements with the use of Insurance Services Office (ISO) forms and endorsements or their
equivalents. If CONSULTANT has any self -insured retentions or deductibles under any of the below
listed minimum required coverages, CONSULTANT must identify on the Certificate of Insurance the
nature and amount of such self -insured retentions or deductibles and provide satisfactory evidence of
financial responsibility for such obligations. All self -insured retentions or deductibles will be
CONSULTANT's sole responsibility.
2. The insurance required by this Agreement shall be written for not less than the limits specified
herein or required by law, whichever is greater.
3. Coverages shall be maintained without interruption from the date of commencement of the
services until the date of completion and acceptance of the Project by the COUNTY or as specified in
this Agreement, whichever is longer.
4. Certificates of insurance acceptable to the COUNTY shall be filed with the COUNTY within ten
(10) calendar days after Notice of Award is received by CONSULTANT evidencing the fact that
CONSULTANT has acquired and put in place the insurance coverages and limits required hereunder.
In addition, certified, true and exact copies of all insurance policies required shall be provided to the
COUNTY, on a timely basis, if requested by the COUNTY. Such certificates shall contain a provision
that coverages afforded under the policies will not be canceled or allowed to expire until at least thirty
(30) days prior written notice has been given to the COUNTY. CONSULTANT shall also notify the
COUNTY, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration,
cancellation, non -renewal or material change in coverages or limits received by CONSULTANT from
its insurer, and nothing contained herein shall relieve CONSULTANT of this requirement to provide
notice. In the event of a reduction in the aggregate limit of any policy to be provided by CONSULTANT
hereunder, CONSULTANT shall immediately take steps to have the aggregate limit reinstated to the
full extent permitted under such policy.
5. All insurance coverages of the CONSULTANT shall be primary to any insurance or self-
insurance program carried by the COUNTY applicable to this Project.
6. The acceptance by the COUNTY of any Certificate of Insurance does not constitute approval
or agreement by the COUNTY that the insurance requirements have been satisfied or that the
insurance policy shown on the Certificate of Insurance is in compliance with the requirements of this
Agreement.
7. CONSULTANT shall require each of its subconsultants to procure and maintain, until the
completion of the subconsultant's services, insurance of the types and to the limits specified in this
Section except to the extent such insurance requirements for the subconsultant are expressly waived
in writing by the COUNTY.
8. Should at any time the CONSULTANT not maintain the insurance coverages required herein,
the COUNTY may terminate the Agreement or at its sole discretion shall be authorized to purchase
such coverages and charge the CONSULTANT for such coverages purchased. If CONSULTANT fails
to reimburse the COUNTY for such costs within thirty (30) days after demand, the COUNTY has the
right to offset these costs from any amount due CONSULTANT under this Agreement or any other
agreement between the COUNTY and CONSULTANT. The COUNTY shall be under no obligation to
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PSA CCNA Single Project Agreement [2022_ver.I ]
purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance
company or companies used. The decision of the COUNTY to purchase such insurance coverages
shall in no way be construed to be a waiver of any of its rights under the Agreement.
9. If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion
of the services required hereunder or termination of the Agreement, the CONSULTANT shall furnish
to the COUNTY, in triplicate, renewal or replacement Certificate(s) of Insurance not later than three
(3) business days after the renewal of the policy(ies). Failure of the Contractor to provide the COUNTY
with such renewal certificate(s) shall be deemed a material breach by CONSULTANT and the
COUNTY may terminate the Agreement for cause.
Sections checked ( 0 ) are required by this Agreement.
10. ❑O WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY. Workers' Compensation
and Employers' Liability Insurance shall be maintained by the CONSULTANT during the term of this
Agreement for all employees engaged in the work under this Agreement in accordance with the laws
of the State of Florida. The amounts of such insurance shall not be less than:
a. Worker's Compensation - Florida Statutory Requirements
b. Employers' Liability - The coverage must include Employers' Liability with a minimum limit of
$1,000,000 _ for each accident.
The insurance company shall waive all claims rights against the COUNTY and the policy shall be so
endorsed.
11.
where
❑ United States Longshoreman's and Harbor Worker's Act coverage shall be maintained
applicable to the completion of the work. Coverage shall have minimum limits of
Per Claim/Occurrence.
12. ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of
the work. Coverage shall have minimum limits of $ Per Claim/Occurrence.
13. 0 COMMERCIAL GENERAL LIABILITY.
A. Commercial General Liability Insurance, written on an "occurrence" basis, shall be
maintained by the CONSULTANT. Coverage will include, but not be limited to, Bodily Injury, Property
Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad
Form Property Damage including Completed Operations and Products and Completed Operations
Coverage. Products and Completed Operations coverage shall be maintained for a period of not less
than five (5) years following the completion and acceptance by the COUNTY of the work under this
Agreement, Limits of Liability shall not be less than the following:
Coverage shall have minimum limits of $ 9 000,000 Per Occurrence, $ 2,000,00
aggregate.
B. The General Aggregate Limit shall apply separately to this Project and the policy shall be
endorsed using the following endorsement wording. "This endorsement modifies insurance provided
under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under
LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by
or rented to you." Applicable deductibles or self -insured retentions shall be the sole responsibility of
CONSULTANT. Deductibles or self -insured retentions carried by the CONSULTANT shall be subject
to the approval of the Risk Management Director or his/her designee.
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14. Collier County Board of County Commissioners shall be listed as the Certificate Holder and
included as an "Additional Insured" on the Insurance Certificate for Commercial General Liability where
required. The insurance shall be primary and non-contributory with respect to any other insurance
maintained by, or available for the benefit of, the Additional Insured and the Contractor's policy shall
be endorsed accordingly, Contractor shall ensure that all subcontractors comply with the same
insurance requirements that the Contractor is required to meet.
15. ❑ Watercraft Liability. Coverage shall be carried by the CONSULTANT or the
SUBCONSULTANT in limits of not less than the Commercial General Liability limit shown in
subparagraph (1) above if applicable to the completion of the Services under this Agreement.
16. ❑ Aircraft Liability. Coverage shall be carried by the CONSULTANT or the
SUBCONSULTANT in limits of not less than $5,000,000 each occurrence if applicable to the
completion of the Services under this Agreement.
17. ❑■ BUSINESS AUTOMOBILE LIABILITY INSURANCE. Coverage shall have minimum limits
of $500,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property
Damage Liability. This shall include: Owned Vehicles, Hired and Non -Owned Vehicles and
Employee Non -The ownership.
18. ❑ TECHNOLOGY ERRORS AND OMISSIONS INSURANCE. Coverage shall have
minimum limits of $ Per Occurrence.
19. ❑ CYBER INSURANCE. Coverage shall have minimum limits of $ Per
Occurrence.
20. ❑ UMBRELLA LIABILITY.
A. Umbrella Liability may be maintained as part of the liability insurance of the CONSULTANT
and, if so, such policy shall be excess of the Employers' Liability, Commercial General Liability, and
Automobile Liability coverages required herein and shall include all coverages on a "following form"
basis.
B. The policy shall contain wording to the effect that, in the event of the exhaustion of any
underlying limit due to the payment of claims, the Umbrella policy will "drop down" to apply as primary
insurance.
21. ❑■ PROFESSIONAL LIABILITY INSURANCE,
A. Professional Liability: Shall be maintained by the CONSULTANT to ensure its legal
liability for claims arising out of the performance of professional services under this Agreement.
CONSULTANT waives its right of recovery against COUNTY as to any claims under this insurance.
Such insurance shall have limits of not less than $1,000,000 each claim and aggregate.
B. Any deductible applicable to any claim shall be the sole responsibility of the
CONSULTANT. Deductible amounts are subject to the approval of the COUNTY.
C. The CONSULTANT shall continue this coverage for this Project for a period of not less
than five (5) years following completion and acceptance of the Project by the COUNTY.
D. The policy retroactive date will always be prior to the date services were first performed
by CONSULTANT or the COUNTY, and the date will not be moved forward during the term of this
Agreement and for five years thereafter. CONSULTANT shall promptly submit Certificates of
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Insurance providing for an unqualified written notice to the COUNTY of any cancellation of coverage
or reduction in limits, other than the application of the aggregate limits provision, In addition,
CONSULTANT shall also notify the COUNTY by certified mail, within twenty-four (24) hours after
receipt, of any notices of expiration, cancellation, non -renewal or material change in coverages or
limits received by CONSULTANT from its insurer. In the event of more than a twenty percent (20%)
reduction in the aggregate limit of any policy, CONSULTANT shall immediately take steps to have the
aggregate limit reinstated to the full extent permitted under such policy. CONSULTANT shall promptly
submit a certified, true copy of the policy and any endorsements issued or to be issued on the policy
if requested by the COUNTY.
22. VALUABLE PAPERS INSURANCE.
In the sole discretion of the COUNTY, CONSULTANT may be required to purchase valuable
papers and records coverage for plans, specifications, drawings, reports, maps, books, blueprints,
and other printed documents in an amount sufficient to cover the cost of recreating or reconstructing
valuable papers or records utilized during the term of this Agreement.
23. PROJECT PROFESSIONAL LIABILITY.
A. If the COUNTY notifies CONSULTANT that a project professional liability policy will be
purchased, then CONSULTANT agrees to use its best efforts in cooperation with the COUNTY and
the COUNTY's insurance representative, to pursue the maximum credit available from the
professional liability carrier for a reduction in the premium of CONSULTANT's professional liability
policy. If no credit is available from CONSULTANT's current professional policy underwriter, then
CONSULTANT agrees to pursue the maximum credit available on the next renewal policy, if a renewal
occurs during the term of the project policy (and on any subsequent professional liability policies that
renew during the term of the project policy). CONSULTANT agrees that any such credit will fully
accrue to the COUNTY. Should no credit accrue to the COUNTY, the COUNTY and CONSULTANT,
agree to negotiate in good faith a credit on behalf of the COUNTY for the provision of project -specific
professional liability insurance policy in consideration for a reduction in CONSULTANT's self -insured
retention and the risk of uninsured or underinsured consultants.
B. The CONSULTANT agrees to provide the following information when requested by the
COUNTY or the COUNTY's Project Manager:
1. The date the professional liability insurance renews.
2. Current policy limits.
3. Current deductibles/self-insured retention.
4. Current underwriter.
5. Amount (in both dollars and percent) the underwriter will give as a credit if the policy is
replaced by an individual project policy.
6. Cost of professional insurance as a percent of revenue.
7. Affirmation that the design firm will complete a timely project errors and omissions
application.
C. If the COUNTY elects to purchase a project professional liability policy, CONSULTANT
to be insured will be notified and the COUNTY will provide professional liability insurance, naming
CONSULTANT and its professional subconsultants as named insureds.
[END OF SCHEDULE D]
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SCHEDULE E
TRUTH IN NEGOTIATION CERTIFICATE
In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida
Statutes, Jacobs Engineering Group Inc. (company's name)
hereby certifies that wages, rates and other factual unit costs supporting the compensation for the
services of the CONSULTANT to be provided under the Professional Services Agreement, concerning
Design Services for Wilson Blvd Widening
"project" is
accurate, complete and current as of the time of contracting.
/r»1
TITLE 1y—�Mr
DATE -
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SCHEDULE F
KEY PERSONNEL
Name
Personnel Category
Percentage of
Time
Bill Beddow
Principal
3.5%
Bill Gramer
Senior Project Manager
11.0%
Velvet Bridges
Senior Technologist
1.0%
Randy Mock
Senior Technologist
1.0%
Colleen Ross
Project Manager
6.0%
Eric Bridges
Senior Engineer
6.5%
Chris Braden
Senior Engineer
6.0%
Tara Janes
Senior Planner
5.0%
Justin White
Mid -Level Engineer
12.5%
Kevin Heldorfer
Engineer
12.5%
Felicia Kirby
Senior Designer
16.0%
Michael Balser
Planner
2.0%
Sonal Dodia
Designer
10.0%
Nathan Kindle
Senior Technician
5.0%
Vanessa Davis
Clerical/Administrative
2.0%
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Other:
SCHEDULE G
(Description)
❑ following this page (pages through _)
■❑ this schedule is not applicable
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