Backup Documents 12/10/2019 Item #16A 4 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP A
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing_lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office SRT 4
4. BCC Office Board of County W\-- b._,\
Commissioners \f / \z_\\LX\' \
5. Minutes and Records Clerk of Court's Office t? I [b I r ',SI7
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or missin information.
Name of Primary Staff Andy Miller/Transportati Engineering Contact Information 239-252-5791
Contact/Department
Agenda Date Item was December 10,2019 Agenda Item Number 16A4
Approved by the BCC
12G3Type of Change Order No. 3 to Agreement No. 06- Number of Original 1
Document Attached 4000 between Collier County and Jacobs Documents Attached
Engineering Group, Inc. (formerly CH2M
Hill) in the amount of$885,345.00
PO number or account N/A
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A" in the Not Applicable column, whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signat re STAMP OK SRT
2. Does the document need to be sent to another agency for ad res? If yes, SRT
provide the Contact Information(Name; Agency; Address; Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be SRT
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's SRT
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the SRT
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's SRT
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip SRT
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 12/10/2019 and all changes made during SRT
the meeting have been incorporated in the attached document. The County k4.
Attorney's Office has reviewed the changes, if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the
BCC, all changes directed by the BCC have been made, and the document is ready for the
Chairman's si nature.
g
16 A 4 F
Ann P. Jennejohn
From: Ann P.Jennejohn
Sent: Tuesday, December 17, 2019 12:23 PM
To: M i l l e rAn d rew
Subject: Item #16A4 (12-10-19 BCC Meeting)
Attachments: Backup Documents 12_10_2019 Item#16A 4.pdf
Hi Andy,
A signed copy of Change Order No. 3 to Agreement
No. 06-4000 between Collier County and
Jacobs Engineering Group, Inc. (formerly CH2M Hill)
is attached for your records.
Thank you.
Ann Jennejohn
BMR Senior Deputy Clerk
Clerk to the Value Adjustment Board
Office: 239-252-8406
-
Fax: 239-252-8408 (if applicable)
Ann.Jenneiohn@CollierClerk.com
Office of the Clerk of the Circuit Court
, mac &Comptroller of Collier County
kot“-s , " 3299 Tamiami Trail, Suite#401
Naples, FL 34112-5324
www.CollierClerk.com
1
16A4
Procurement Services
C E'r Country Change Order Form
®Contract Modification 0 Work Order Modification 0 Amendment
Contract#: 06-4000 Changes: 3 1 Purchase Order S 4500184671 Project S: 60168 12
t
Contractor/Atm Name: CH2M-Jacobs Engineering Contract/Project: Vanderbilt Beach Road Extension
Project Manager Name:
Andrew Miller Division Name: Growth Management-Transportation Eng
Original Contract/Work Order Amount $ 3,901,850.00 12/12/17#11D Original BCC Approval Date, Agenda Item#
Current BCC Approved Amount $ 3,901,850.0dt N/A Last 8CC Approval Date; Agenda Item#
Current Contract/Work Order Amount ' 3,901,850.00 1/21/2023 SAP Contract Expiration Date(Master)
Dollar Amount of this Change // E 685,345.00 22.69% Total Change from Original Amount
Revised Contract/Work Order Total '
$ 4,787,195.00 22.69% Change from Current BCC Approved Amount
Cumulative Changes $ 885,345.00 _ 22.69% Change from Current Amount
Completion Date,Description of the Task(s)Change,and Rationale for the Change
Notice to Proceed 1.22-18 ' Original f 1-21-23 Last Approved N/A Revised Date N/A
Date Completion Date f Date (Includes this change) -
�
ofDays Added 0 j
Select Tasks ®Add new task(s) 0 Delete task(s) ®Change task(s) 0 Other(see
low)
Provide a response to the following: 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and I 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
1 This change is to revise the design based on the outcome of extensive public Involvement which resulted in two Board of County
Commissvoers(BCC)actions one on September 25,2018(Item 11 A.)which approved moving VBRX northward and relocating
Cypress Canal to the south in the area between 29^Street NW and 15"Street NW;and the second on October 22,2019(Item
11 F)which straightend the alignment from Massey Street to Douglas Street by removing the northward curve through the
McCollum property and retained old VBR as a frontage connection to Massey Street This change also adds the design of Massey
Street from Vanderbilt Beech Road to Tree Farm Road
2 The alignment change was contemplated in the executive summary for the approval of Amendment 1 (12/12/17#110),and is
necessary because public input during Concept Development resulted in substantial modifications to the original design The
design of Massey Street was included in the original project scope as an optional service via change order.
3 If this change is not processed,the modifications to the project requested by the public and approved by the BCC on September
25, 2018(Item 11 A)and October 22.2019,(Item 11 F),and the design of Massey Street cannot be completed by the consultant
Prepared by: Date. //- -: /7
Andrew Mill Nor P 71 ManaTjer Transportation Engineering
Acceptance of this Change rder shall constitute a modification to contract I work order identified above and will be subject to all the same
terms and conditions as co fined 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 I Consultant/
Design Professional ansing out of or related to the change set forth herein.including claims for impact and delay costs.
C �- i%. ,
Accepted by: Date
Niel Postlethweit,P.E.-Operations Manager CH2M HILL(Jacobs Engineering)
Approved d by: Date !Vt.,1
p
JajAfiEtre nsprtatlolEngineering
vedby: Date:
Thaddeus Cohen,Department Head,Growth Management Department
Schneebern erSara Digitally signed by Schneebergersara
Approved by• y Date:2019.11.1810:29:31-05'00' Date'
(Procurement Professional)
Revised 10/2e/2014 (Drvlsrons who may require additional signatures may Include on separate sheet.) PACCUACIIIINTUseONLY
IICC
Adndn IICc ea
Change Order No. 3 to Agreement Number 06-4000
Project No. 60168.12 1 6 A 4
OWNER:
ATTEST: BOARD OF COUNTY COMMISSIONERS
OF COLLIERS LORIDA
DwightE:frock, Clerk
(' €)�'
`,. BY:
e' ', `; t,,� Liam L. McDaniel, Jr., airman
• SO .410 art's
d.r„
Approved as to Form and Legality:
Scott R. Teach, Deputy County Attorney
Item# ►—+
Agenda 1
2
=10.i 0
Date
Date i• V••��t,"`•
Rec'd
__
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leputy Cler ao,
2 41
16A
CH2M
5801 Pelican Bay Boulevard
24fHSuite 505
•
Naples,FL 34108
Telephone: 239-596-1715
Fax 239-596-2579
ATTACHMENT A
SCOPE OF SERVICES
For
Change Order No. 3
To
Professional Services Agreement: #06-4000—Amendment No. 1
"Professional Design and Related Services for the Vanderbilt Beach Road Extension
from Collier Boulevard to 16th Street N.E."
Project No. 60168
October 31, 2019
PART 1: OVERVIEW
The CONSULTANT has been requested and retained to provide additional engineering
services associated with Collier County Project No. 60168, Vanderbilt Beach Road Extension
from Collier Boulevard to 16th Street N.E.
Change Order No. 3 is required to provide funding for the scope of work additions requested
by the Collier County Growth Management Department, Transportation Engineering Division,
required to modify the Vanderbilt Beach Road Extension (VBRX) Project to conform with the
various modifications reviewed and approved by the Collier County Board of County
Commissioners (BOCC) as well as some various scope addition/deletions.
This Scope of Services includes the design, permitting and preparation of construction plans,
quantities, estimates and specifications necessary for the construction of the associated
Vanderbilt Beach Road Extension improvements.
The project, including the services added as part of this Change Order No. 3 will be compiled
as one (1) project for design, bidding and construction services.
This Change Order provides for the CONSULTANT'S services to be modified to add the
following Scope of Services to Collier County Project No. 60168. The following
CONSULTANT Services are considered"Additional Services" to the original contract:
1 6 A 4
PART 2:SCOPE OF WORK
TASK 1: VBRX Alternative "A" Realignment
The Collier County Board of County Commissioners (BOCC) determined that a 2-mile segment of
the proposed Vanderbilt Beach Road Extension, from Massey Street to 15th Street NW, should be
realigned to provide additional safety, aesthetic and mitigation benefits to the traveling public and
adjacent landowners based on input from project stakeholders. This alignment modification
included re-design of approximately 2 miles of roadway, relocation and widening of approximately
10,000 lineal feet of the Cypress Canal, provisions for a frontage road between Massey Street and
Greyhawk Trail, Greyhawk Development Entrance Site Modifications removal of 2 bridges
crossing the Cypress Canal, removal of the seven (7) Side Street Connections to VBRX, and the
associated Environmental, Survey, Geotechnical and Permitting services.
Additional Services will include the following:
• Alignment Changes: The 2-mile section of VBRX will be realigned to conform to the
changes evaluated and approved by the BOCC. These changes shall be incorporated into
the 30%, 60%, 90% and 100% Plan Submittals for the Project. Alignment changes will
require modifications to Roadway Plans (Plan/Profile, Typical Sections), Cross Sections,
Signing and Marking Plans, Maintenance of Traffic, Quantities, Estimates, QA/QC.
Provisions will he made (Underground conduit only) for a potential Traffic Signal at the
VBRX and Massey Street Intersection. Associated Survey needs are included in these
services.
• Cypress Canal Relocation: The Cypress Canal will be relocated from Massey Street to I5`h
St.NW; a distance of approximately 10,000 linear feet. The relocated Cypress Canal will
include a wider typical section to help store and convey stormwater. Coordination with
SFWMD will be required to obtain approval for alignment and typical section. Canal
slopes and banks will be designed to provide access for maintenance vehicles. Relocated
Canal Design will be included in Plan Sheets. Details, Cross Sections, Quantities and
Estimates. Associated Survey and Geotechnical needs are included in these services.
• Drainage On-site/Off-site Design (Ponds. Swales, Routings, Calculations): The relocated
alignment will require modifications to the On-site and Off-site Drainage Design. On-site
drainage will be routed to redesigned wet and dry detention ponds and swales. Off-site
drainage will be redirected appropriately and/or collected and routed to the relocated
Cypress Canal. Associated services include Drainage Plans (Ponds, Swales, Ditches,
Control Structures), Drainage Structure Sheets, Drainage Areas, Treatment, Routing,
Staging and Conveyance Calculations.
• SFWMD Weir Coordination: The relocation of the Cypress Canal will require the
relocation of the existing SFWMD-BCB Cypress 1 Canal Weir(Weir). Meetings with the
SFWMD resulted in them moving the planned reconstruction of the existing Weir into their
current capital program. The new weir will be constructed (by others) prior to or in
conjunction with the VBRX Project. Services include meetings and coordination of plans
and schedule, evaluating various locations for adherence to SFWMD requirements,
evaluating typical section and side slope options, reviewing off-site flows into weir settling
areas to avoid turbulent discharge, reviewing SFWMD Weir Plans for conformance.
CA0
1 6A4
• Environmental Field Services: The realignment of the segment of VBRX from Massey
Street to 15th Street, as well as the relocation of 10,000 linear feet of the Cypress Canal will
require coordination with various Environmental Reviewing Agencies, additional
environmental field reviews in the affected areas (upland, wetland, T&E Species),
including mapping and shovel tests, determination of FLUCCS Codes, scoring of
vegetative (upland and wetland) impacts and calculation of environmental impacts caused
by the modifications for Permit Analysis.
• Permitting Services (SFWMD ERP, ACOE, SFWMD ROW): Project modifications to the
VBRX alignment and relocation of the Cypress Canal will require modifications to the
Projects Environmental Resource Permit (ERP) and Permit Plans, ACOE Permit and
Permit Plans and SFWMD ROW Plans and Permit(s). Permit documents (Applications and
Reports)will require modification to update data, tables and mitigation requirements.
• Frontage Road Design: As a result of input from project stakeholders during various
VBRX public involvement activities, the BOCC determined that the existing 2-lane
section of VBR from Massey Street to Douglas Street(0.50 miles) should be retained as a
frontage road. The County has requested that the Consultant retain/realign (as
necessary)the existing section of roadway to conform to the VBRX "Alignment A"
changes evaluated and approved by the BOCC. These changes shall be incorporated into
the 30%, 60%, 90%and 100% Plan Submittals for the Project. Alignment changes will
require modifications to Roadway Plans (Plan/Profile,Typical Sections), Cross Sections,
Signing and Marking Plans, Maintenance of Traffic, Quantities, Estimates, QA/QC.
Associated Survey needs are included in these services.
• Grey Hawk Entrance Site Design: The relocation of the Cypress Canal will require
modifications to the entrance of the Greyhawk development to provide access to VBRX
and continuous access along the frontage road. In addition, consideration of the
developments off-site drainage discharge facilities will need to be incorporated into the
design. The new entrance site design will be included in Plan Sheets, Intersection Details,
Signing and Marking Plans, Maintenance of Traffic, Quantities and Estimates. Associated
Survey needs are included in these services.
Note: The alignment modification and relocation of the Cypress Canal also resulted in the
following scope of work deletion(s).
• Bridge No. 1: The relocation of the Cypress Canal between Massey Street and 15th
Street NW resulted in Bridge Crossing No. 1 (Cypress Canal 1) not being required.
Therefore, due to the scope reduction, the Design Fees (Lump Sum) associated with the
Final Design (65% - 100%) of Bridge 1 are being credited back to the project.
• Bridge No. 2: The relocation of the Cypress Canal between Massey Street and 15th
Street NW resulted in Bridge Crossing No. 2 (Cypress Canal 2) not being required.
Therefore, due to the scope reduction, the Design Fees (Lump Sum) associated with the
Final Design (65% - 100%) of Bridge 2 are being credited back to the project.
1 6 A 4
• Frontage Road/Side Street Connections: As a result of input from project stakeholders
during numerous VBRX public involvement activities, the BOCC directed staff to
eliminate the seven (7) side street connections to VBRX. Therefore, due to the scope
reduction, the Design Fees (Lump Sum) associated with the Final Design (60% - 100%)
of the side street connections are being credited back to the project.
TASK 2: I3ridge(s) No. 3, 4 & 5 (SFWMD DHW & Vert. Clearance Changes)
Based on updated SFWMD criteria, the designs of Bridge No. 3 (Curry Canal Crossing),
Bridge No. 4 (Corkscrew Canal Crossing) and Bridge No. 5 (Orange Canal Crossing) will need
to be modified to accommodate the new SFWMD-BCB criteria regarding vertical clearances
(Curry and Corkscrew) and new Design High Water elevations (Curry, Corkscrew, Orange)
being implemented by SFWMD.
Additional Services will include the following:
• Bridge 3 (Curry Canal Crossing): The Curry Canal Bridge Design will be modified to
reflect new vertical clearance requirements (4 ft vs. 2 ft) and a new Design High Water
elevation being implemented by SFWMD. Bridge Plans, Details. Quantities and
Estimates will be modified to reflect the new parameters. The Vertical Profile of VBRX
will be modified in the area of the canal crossing to accommodate the new elevations.
• Bridge 4 (Corkscrew Canal Crossing): The Corkscrew Canal Bridge Design will be
modified to reflect new vertical clearance requirements (4 ft vs. 2 ft) and a new Design
High Water elevation being implemented by SFWMD. Bridge Plans, Details,
Quantities and Estimates will be modified to reflect the new parameters. The Vertical
Profile of VBRX will be modified in the area of the canal crossing to accommodate the
new elevations.
• Bridge 5 (Orange Canal Crossing): The Orange Canal Bridge Design will be modified
to reflect the new Design High Water(DHW) elevation being implemented by
SFWMD. Bridge Plans, Details, Quantities and Estimates will be modified to reflect
the new parameters. The Vertical Profile of VBRX will be modified in the area of the
canal crossing to accommodate the new elevation.
• Bridge Development Report: The VBR Bridge Development Report will be modified to
reflect the changes to the three (3) new bridges and to evaluate the current alternatives
for Bridge Type and configuration. Alternatives evaluated will be documented and
recommendations made for Final Bridge Design. The Phasing of Bridge No. 5 (Orange
Canal Crossing)will be considered during the evaluation.
• Bridge Hydraulics Report: The VBR Bridge Hydraulics Report(s)will be modified to
reflect the changes to the three (3) new bridges. The individual canals Design High
Water and individual bridges pier/abutment configuration (spacing) will be updated and
incorporated into the Bridge Hydraulics Report(s) and Plan Sheet(s).
Gt'o
16A4
TASK 3: Massey Street Design
As a result of input from project stakeholders during various VBRX public involvement
activities, the County has requested that the Consultant incorporate the design of Massey Street
from Vanderbilt Beach Road to Trce Farm Road into the VBRX Project.
The existing Contract provided language regarding this potential addition.
Contract No. 06-4000, Contract Amendment No. 1, Section 2 —Project Description,
Sub-Section 2.1 states that:
"The Design of Massey Street from Vanderbilt Beach Road to Tree Farm Road—a
distance of approximately 1.0 mile, may be added to the Scope of Services as
Additional Services at the discretion of the County".
Additional Services will include the following:
• Design: The I-mile section of Massey Street will be designed utilizing a 2-Lane Urban
Typical Section with (2) 11-foot lanes and an 8-10 foot shared-use pathway along the west
side of the alignment. This design shall be incorporated into the 30%, 60%, 90%and 100%
Plan Submittals for the Project. Design Plans will include: Roadway Plans (Plan/Profile,
Typical Sections), Cross Sections, Drainage Plans (Drainage Structure Sheets and Details),
Signing and Marking Plans, Maintenance of Traffic, Quantities, Estimates, QA/QC.
Associated Environmental, Survey and Geotechnical needs are included in these services.
Note: It is anticipated/assumed that the drainage system will be designed as a closed
drainage system with direct discharge into the Cypress Canal. Due to limited available
ROW, ponds(Dry/Wet)will not be utilized to retain and treat stormwater. The VBRX
Project will "over compensate" in other areas of the Project to balance the limited treatment
and limited attenuation of Massey Street stormwater run-off. This concept has been
discussed with SFWMD who has concurred with the approach. Changes to this approach
resulting from Agency review comments will be considered Additional Services.
• Permitting Services (SFWMD ERP,ACOE, SFWMD ROW): The addition of Massey
Street to the Project will require modifications to the Projects Environmental Resource
Permit(ERP) and Permit Plans, ACOE Permit and Permit Plans and SFWMD ROW Plans
and Permit(s). Permit documents(Applications and Reports)will require modification to
update data,tables and mitigation requirements.
• Public Involvement: The integration of Massey Street into the VBRX Project will
require significant public involvement to convey project intent, gather and incorporate
public input and garner public support. Meetings with residents along Massey Street
and within the Vanderbilt Country Club is anticipated. Services include preparation
(exhibits, typical sections, etc) for and attendance at meetings.
cAo
16A4
TASK 4: Archaeological and Historical Survey
As part of the Permit Review Process coordination, the State Historic Preservation Office
(SHPO) made a determination that the field services previously performed during the original
60%Design Phase would need to be updated based on new requirements (increase occurrence
of shovel tests and analysis) and the age of the previous survey.
The existing Contract provided language regarding this potential addition.
Contract No. 06-4000, Contract Amendment No. 1, Section 2—Project Description,
Sub-Section 2.15 states that:
"The CONSULTANT will provide the COUNTY with the results of the previous
Archeological Survey and include the recommendations in the project design and
permitting. No new surveys are anticipated. If new surveys are required they will be
considered Additional Services".
Additional Services will include the following:
• Literature and Archival Review: Will be performed of existing data within the project area
to determine if any additional Archaeological or Historical findings were documented
within the Project area.
• Field Reviews: Will he performed within the project area which adhere to the current
SHPO requirements. The field survey will incorporate the use of certain predictive
archaeological site models based on topographic and vegetative attributes of the parcel, and
a determination of high, medium and low probability zones(HPZ, MPZ, and LPZ).
o Note: The majority of the linear project area is considered low probability and will
be tested (shovel tests)at 100 meter(m) intervals. The HPZ and MPZ areas will he
subjected to systematic subsurface testing at 25 m and 50 m intervals, respectively.
• Data Analysis: Recovered samples will be catalogued and quantified. Results will be
included in Final Report
• Report Preparation: A report will be prepared which includes a description of methodology,
results and recommendations.
NOTE:
Geotechnical: In soils, foundation. groundwater. and other subsurface investigations, the
actual characteristics may vary significantly between successive test points and sample
intervals and at locations other than where observations, exploration, and investigations have
been made. Because of the inherent uncertainties in subsurface evaluations, changed or
unanticipated underground conditions may occur that could affect total project cost and/or
execution. These existing underground site conditions and cost/execution effects are beyond
the control/responsibility of the Consultant. Consultant will make County aware of such
conditions if encountered and provide recommendations to remedy.
16A
Engineers Cost Opinions: In providing opinions of cost, financial analyses, economic
feasibility projections, and schedules for the PROJECT, ENGINEER has no control over cost
or price of labor and materials; unknown or latent conditions of existing equipment or
structures that may affect operation or maintenance costs; competitive bidding procedures and
market conditions; time or quality of performance by operating personnel or third parties; and
other economic and operational factors that may materially affect the ultimate PROJECT cost
or schedule. Therefore, ENGINEER makes no warranty that COUNTY's actual PROJECT
costs, financial aspects, economic feasibility, or schedules will not vary from ENGINEER's
opinions, analyses, projections, or estimates.
Data Gathering/Data Usage: Engineer will reasonably rely upon the accuracy, and
completeness of the information/data provided by the County or other third parties.
Contract Terms and Conditions: The terms of Contract 06-4000: Amendment No. l will
govern the work.
PART 3: PROJECT SCHEDULE:
Overall Project Schedule:
• Services included as part of Change Order No. l will be delivered in conjunction with
the overall project schedule for Project No. 60168
PART 4: EXCLUSIONS:
The following tasks are not included in the Scope of Work for this Change Order:
1) Services other than those specifically listed above.
2) Services requiring more effort than that listed in the Fee Schedule.
PART 5: COMPENSATION:
The COUNTY will compensate the CONSULTANT a fee of S885,345.00 for Task(s) I thru 4
on a LUMP SUM basis per the Fee Schedule agreed upon under Contract#06-4000
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