CN-550000-CA015-S0020000.pdf

State of Florida Department of Transportation

AMENDMENT

TO

STANDARD PROFESSIONAL SERVICES AGREEMENT

Amendment No.: 4 Execution Date:

Original Contract No.: C-A015 Original Execution Date: June 18, 2018 Consultant Name: RS&H, Inc.

Agreement Description: PD&E Study of State Road 30 (US 98) Dupont Bridge (No. 460019) in Bay County.

Purpose of Amendment: Supplement to Scope of Services and Fee

The terms of the original agreement, referenced above, are hereby amended as follows:

The original agreement, Exhibit “A”, page A-7, Optional Services, stated that at the Department’s option, the Consultant may be requested to provide final design and plan preparation services. The Department is now exercising this option for Financial Project 44266713201 per attached Scope.

Exhibit “B”, Method of Compensation, is revised to allow for design services by establishing a Maximum Limiting Amount not to exceed $1,309,156 as follows for FPID 44266713201: Basic Services Including Direct Expenses (LS-2) is established in the amount of $571,590, Survey Services (LA-4) is established in the amount of $230,664, Geotechnical Services (LA-4) is established in the amount of $324,670, and Optional Services – Design Build Support is established in the amount of $182,232. This increase in compensation brings the total amount of this agreement to $3,529,022.

In addition, Exhibit B, Section 2.2 is amended to include:

- Optional Services – Design Build Support Optional services identified in the Contract Compensation Summary Table will not be performed unless needed. If these services are determined to be necessary by the Department, a letter of authorization will be provided to the Consultant prior to commencement of work. Fees for each letter of authorization will be based on the rates established in Section 5.0 Compensation Rates and will be authorized either as a lump sum amount (fixed price), a limiting amount (cost reimbursement), or as a combination lump sum and limiting amount. Where lump sum amount(s) are established, compensation will be in accordance with Section 2.2. Where limiting amount fees are established, compensation will be in accordance with Section 2.2.

Services will begin upon execution of this Agreement and be completed within twenty-four (24) months.

Compensation is to be paid in accordance with Exhibit B of the original agreement, except as specified above and in Contract Compensation Summary, attached hereto and made a part hereof.

Except as hereby modified, amended, or changed, all of the terms and conditions of said original agreement and any amendments thereto will remain in full force and effect.

The following attachments are hereby incorporated into this agreement:

Scope of Services, pages 3-7 Contract Compensation Summary, Page 8

DocuSign Envelope ID: 20303BA1-BB28-4C96-92A4-5B3E01902649

March 30, 2021

CA015 Amd 4

RS&H, INC. STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

BY: BY:

Tim Smith, P.E.

(Name) (Name)

Director of Transportation Development (Title) (Title)

Professional Services Review: Legal Review:

DocuSign Envelope ID: 20303BA1-BB28-4C96-92A4-5B3E01902649

Jesse J. Forst

Vice President

DocuSign Envelope ID: 97BD5EB4-3C72-49DE-8EC3-FFCDC2F30911

SR 30 (US 98) Dupont Bridge Replacement Bay County

Supplemental Amendment for 60% Design

FM 442667-1-32-01 Contract No. CA015

SUPPLEMENTAL AMENDMENT #4 (BASIC SERVICES)

PROJECT DESCRIPTION AND PURPOSE

This is a supplement to the Dupont Bridge Replacement PD&E Study located in Bay County. The SR 30 (US 98) project limits are from the Oak Shore Drive intersection in the City of Parker to the Tyndall Air Force Base (TAFB) Bonita Bay Outdoor Recreation Center intersection, a distance of approximately one mile.

The purpose of this Supplemental Amendment is for the CONSULTANT (RS&H) to provide professional engineering services for the preparation of a modified set of Phase II plans, develop information required for the submittal of permits for the currently preferred concept (Alternative West 1), and assist the DEPARTMENT (FDOT) in the development of the Design-Build Request for Proposal (RFP).

1. PROJECT GENERAL TASKS (LS)

a. Contract maintenance.

b. Project Manager meetings.

2. ROADWAY ANALYSIS AND PLANS (LS)

a. Typical section package (TSP) has been prepared as part of the PD&E. Time is not included in this SA to develop a new TSP.

b. Develop the horizontal/vertical master files, calculations, and plan sheets for the 60% submittal. Design files will be prepared to an approximate 60% and plan sheets to 45% completion.

c. Develop the intersection designs at Oak Shore Drive and the TAFB Bonita Bay Outdoor Recreation Center

d. Temporary traffic control analysis of key locations to ensure the proposed concept can be constructed, with emphasis on issues that may need to be addressed in the RFP, access to adjacent parcels and potential TCE's. Does not include plan development, just typical sections.

e. Prepare design documentation as needed.

f. Develop and update the LRE as required.

g. Attendance at meetings by required project staff.

3. DRAINAGE ANALYSIS AND PLANS (LS)

a. The proposed stormwater management system will utilize the pond location that is identified in the Pond Siting Report to accommodate the preferred alternative (West-1). The pond site is located on the north (Parker) side of the bridge. As there will be no stormwater retention ponds on the TAFB side of the bridge, compensatory treatment will be incorporated in the pond on the north side of the bridge.

b. The drainage systems will be a closed system along the landfall areas adjacent to the twin bridges. These systems will be designed to a Phase II level. The Dupont Bridge will have a

Bay County

Supplemental Amendment for 60% Design

FM 442667-1-32-01 Contract No. CA015 piped scupper system; however, no design will be performed for the structure.

c. Develop the drainage master files and calculations and for 60% submittal. Design files and plan sheets will be prepared to an approximate 45% completion. Calculations will include the design of cross drains, ditches, retention ponds and on-site conveyance system.

d. A Pond Siting Report (PSR) was prepared during the PD&E. Additional pond siting is not required.

e. FEMA FIRM Panel No.12005C0426H indicates that the project is located in a 100-year floodplain. However, due to its proximity to St. Andrew Bay, any minor encroachment into the base flood plain is considered tidal. As a result, floodplain compensation will not be required..

f. Prepare design documentation as needed.

g. Attendance at meetings by required project staff.

4. UTILITIES (LS)

a. Data collection and coordination with UAO's on potential conflicts with the proposed design.

5. ENVIRONMENTAL PERMITS (LS)

a. Limits of permitting for this SA are the currently designated project limits.

b. Wetland Delineation and Jurisdictional Approvals

c. Prepare, submit, and acquire FDEP, USCG and USACE permits.

d. The DEPARTMENT will provide compensatory wetland mitigation in accordance with Section

373.4137, Florida Statutes. The Consultant will provide the UMAM worksheets. Mitigation design will not be performed

e. Based on the PD&E, it is expected that the project will receive a designation of May Affect, Not Likely to Adversely Affect from the FWS and FWC. Therefore, while an updated protected species survey will be conducted in conjunction with the wetland delineation, protected species permitting is not included with this scope. Should protected species permitting become warranted, an additional scope and fee will be provided.

6. STRUCTURES (LS)

a. A BDR memo with limited bridge alternatives has been prepared in the PD&E phase. The BDR memo evaluated basic bridge geometry, span lengths, typical sections, superstructure types, substructure types, foundation alternatives, and cost estimates. No modifications to the existing document.

b. Utilizing the information contained in the BDR memo RS&H will develop one set of bridge plans (size 8.5'' x 11.0") in support of the USCG permit application. The bridge plans will include the following information: (1) Location Map - 1 Sheet; (2) Plan and elevation sheets for final proposed bridge - 6 sheets; (3) Plan and elevation showing navigation channel - 1 sheet; (4) Typical section of final proposed bridge section - 1 sheet; and (5) Fender system layout plan (if necessary) – 1Prepare structures exhibits or concept plans.

Bay County

Supplemental Amendment for 60% Design

FM 442667-1-32-01 Contract No. CA015

c. Develop limits and profiles of retaining walls. No structural design, and plans production effort will be limited to preliminary geometry and wall control drawings

d. The storm water analysis will simulate a hurricane storm surge with the 2-D coupled SWAN+ADCIRC model to develop 100- and 500-yr wave and hydrodynamic conditions at the bridge crossing. In turn, these conditions will be used to help develop the wave crest envelope, wave forces, general contraction and local scour at the bridge piers, and abutment protection. A Bridge Hydraulic Report will document the methods and results.

7. SIGNING & PAVEMENT MARKING ANALYSIS AND PLANS (LS)

a. Pavement markings will be provided for the landfall areas adjacent to the bridge. Basic plans sheets covering this area will be developed to a modified Phase II level. Only critical annotations will be provided. Develop the master files for the 45% submittal. Design files will be prepared to an approximate 45% completion.

8. SIGNALIZATION ANALYSIS (LS) – N/A

a. The intersections on the project do not meet signalization requirements.

9. LIGHTING ANALYSIS (LS) – N/A

a. A lighting analysis will not be performed.

10. SURVEY (LA)

a. Establish new Horizontal and vertical control as needed using the already established control from previous work performed.

b. Using the existing alignment reset all positions along that survey baseline. This information will be used to perform data gathering for north and south of the existing bridge and along the proposed new route north of the bridge.

c. New data gathered will be all above ground features and terrain data to complete plan and DTM modeling. The terrain data/DTM the pond site and outfall. Once completed SSMC will perform check cross sections to prove data gathered.

d. Utilities will be located and structures for sewer and drainage will be fully detailed to include SUE test holes at conflict locations.

e. A Bathymetric survey will use a fathometer to gather data on the sub-aqueous floor of the bay with the limits being 500 feet east and 800 feet west of the existing bridge.

f. The existing bridge will be detailed to show the existing sub structure.

g. Wetlands will be located, and a mean high-water survey will be performed to support the mapping of the TIIFT Sketch Survey.

11. MAPPING (LS)

a. Prepare final R/W maps, including title searches and legal descriptions.

12. INTELLIGENT TRANSPORTATION SYSTEM ANALYSIS AND PLANS (LS) – N/A

1. An analysis to determine minimum system requirements will not be performed.

Bay County

Supplemental Amendment for 60% Design

FM 442667-1-32-01 Contract No. CA015

13. GEOTECHNICAL WORK (LA)

a. Geotechnical investigations for roadway and storm water management site are not applicable.

b. Geotechnical investigations for structures are based upon (8) soil borings of varying depths) with an anticipated total footage of 1,440 feet. Third tier barge and support boat services and geotechnical drilling equipment will be required to complete field work.

Bay County

Supplemental Amendment for 60% Design

FM 442667-1-32-01 Contract No. CA015

SUPPLEMENTAL AMENDMENT #4 (OPTIONAL SERVICES)

1. DESIGN-BUILD CRITERIA PACKAGE (LA)

a. Develop and prepare the RFP package for D-B procurement. This task will include coordinating with the District and Central Office, gathering required information and assembling the entire package. Submittals will include one Draft RFP and one Final RFP Tasks can include:

1. Prepare Section I - Initial draft description of work for multiple disciplines.

2. Prepare initial draft for Sections II, III, IV, V, and VI.

3. Coordinate with FDOT to update boilerplate text, scoring criteria and technical requirements.

4. Coordinate review of the initial draft with FDOT and FHWA.

3. Provide updates to the RFP documents as requested by the FDOT.

4. Develop final design build package for FDOT approval

4. POST DESIGN SERVICES (LA)

a. Assist the FDOT as needed in preparing responses to Bidder Questions during the procurement process.

3. AESTHETIC FEATURES (LA)

a. Develop renderings of the project features, as requested by the Department.

4. PERFORM RE-EVALUATION(S) OF THE APROVED EA/FONSI (LA)

a. Perform Re-evaluations of the approved NEPA document as required by the criteria established in the Project Development and Environment Manual.

EXHIBIT "B"

METHOD OF COMPENSATION

Financial Project No. 44266712201 Est/Limit F.A.P. No. N/A

Basic Services Including Direct Expenses (LS-2) $1,793,375 L Environmental Services (LS-2) $41,608 L

Cultural Resources (LS-2) $64,529 L Geotechnical Services (LA-4) $204,133 L Photogrammetric Mapping (LA-4) $2,687 L Survey Services (LA-4) $68,251 L Optional Geotechnical Services (LA-4) $45,283 L

MAXIMUM LIMITING AMOUNT $2,219,866

AMENDMENT NO. 4:

Financial Project No. 44266712201 44266713201 Est/Limit F.A.P. No. N/A D320 050 B

Basic Services Including Direct Expenses (LS-2) $0 $571,590 L Environmental Services (LS-2) $0 $0 L

Cultural Resources (LS-2) $0 $0 L Geotechnical Services (LA-4) $0 $324,670 L Photogrammetric Mapping (LA-4) $0 $0 L Survey Services (LA-4) $0 $230,664 L Optional Geotechnical Services (LA-4) $0 $0 L Optional Services - Design Build Support $0 $182,232 L

MAXIMUM LIMITING AMOUNT $0 $1,309,156

Financial Project No. 44266712201 44266713201 Est/Limit F.A.P. No. N/A D320 050 B

Basic Services Including Direct Expenses (LS-2) $1,793,375 $571,590 L Environmental Services (LS-2) $41,608 $0 L Cultural Resources (LS-2) $64,529 $0 L Geotechnical Services (LA-4) $204,133 $324,670 L Photogrammetric Mapping (LA-4) $2,687 $0 L

Survey Services (LA-4) $68,251 $230,664 L

Optional Geotechnical Services (LA-4) $45,283 $0 L Optional Services - Design Build Support $0 $182,232 L

MAXIMUM LIMITING AMOUNT $2,219,866 $1,309,156

MAXIMUM AMOUNT OF CONTRACT: $3,529,022

Contract Compensation Summary

Contract Compensation Summary

Contract Compensation Summary

ORIGINAL AGREEMENT (Executed 6/18/18); AMD No. 1 (Executed 9/17/18); AMD No. 2 (Executed 1/28/20);

and AMD No. 3 (Executed 12/2/20):

ORIGINAL AGREEMENT (Executed 6/18/18); AMD No. 1 (Executed 9/17/18); AMD No. 2 (Executed 1/28/20);

AMD No. 3 (Executed 12/2/20); and AMD No. 4:

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