CN-550000-C9R88-S0010100.pdf

District Five Professional Services Office, 719 South Woodland Blvd. MS 4-524, Deland, Florida 32720, (386) 943-5526, www.fdot.gov

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

AMENDMENT TO

STANDARD PROFESSIONAL SERVICES AGREEMENT

375-030-97

PROCUREMENT

09/17

Amendment Number: C-9R88 Amendment Execution Date:

Original Agreement No.: 2 Original Agreement Execution Date: November 22, 2016

Consultant Name: Protean Design Group, Inc.

FM Number(s): 435647-1-32-01; 435651-1-32-01

Agreement Description: SR-A1A (Astronaut Blvd) at McKinley Ave/Holman Ave, Center St/Buchanan Ave, Atlantic Ave; SR-5/US-1 (Harbor City Blvd) at SR -508 (NASA Blvd), and Cherry Street

Purpose of Amendment: Add Funds, Incorporate attachments to the contract

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

The total maximum limiting amount of $689,426.00 for all services required under the original agreement and all supplements and amendments thereto is herein increased by $48,239.00. The revised total maximum limiting amount for all services is $737,665.00 Services of the original agreement are hereby amended as follows:

Financial Project No. Amount

435647-1-32-01 $16,237.00 435651-1-32-01 $32,002.00

The following attachments are hereby incorporated into this Amendment:

Attachment No. 1, Summary of Contract Fees

Services, Pages A-1 to A-7

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

DocuSign Envelope ID: 934A9065-84E0-4442-8395-9E49CDA7BCE9

District Five Professional Services Office, 719 South Woodland Blvd. MS 4-524, Deland, Florida 32720, (386) 943-5526, www.fdot.gov

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

AMENDMENT TO

STANDARD PROFESSIONAL SERVICES AGREEMENT

375-030-97

PROCUREMENT

09/17

IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed, the day and year first above written.

CONSULTANT STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

Protean Design Group, Inc.

Name of Consultant

BY: BY:

Name: Name: Richard B. Morrow, P.E.

Title: Title: Director of Transportation Development

District Five

FOR DEPARTMENT USE ONLY

PROCUREMENT OFFICE REVIEW: LEGAL OFFICE REVIEW:

Procurement Office Legal Office

A-1

Exhibit “A”

SCOPE OF SERVICES FOR SUPPLEMENTAL AGREEMENT

Contract Number: C9R88

Authorization Number:

Project FPID: 435647-1-32-01

DESCRIPTION: SR-A1A (Astronaut Blvd) at McKinley Ave/Holman Ave, Center St/Buchanan Ave, Atlantic Ave; SR-5/US-1 (Harbor City Blvd) at SR -508 (NASA Blvd), and Cherry Street

Brevard County

I. BACKGROUND

The CONSULTANT was retained by the DEPARTMENT to prepare complete construction plans for the intersection improvements at SR A1A at McKinley Ave/Holman Ave, Center St/Buchanan Ave, and Atlantic Ave in Brevard County. During the Local Agency Interactive Project Update Meeting, the local maintaining agency, Brevard County, requested that the conflicting pavement markings be removed via resurfacing rather than water blasting or other superficial removal techniques. Per direction from the FDOT PM, milling and resurfacing of the intersections for the removal of the conflicting pavement markings is to be added to the project.

FDOT Roadway Design Bulletin 17-09 was issued with an effective date of June 29, 2017, and an immediate implementation date. The Bulletin implements lighting retrofit criteria for pedestrian lighting at signalized intersections that are not being reconstructed. The intersection work associated with this project does not include complete reconstruction and, therefore, the RDB 17-09 lighting criteria is to be implemented at the intersections.

II. OBJECTIVES

Addition of milling and resurfacing of the intersections for the removal of the conflicting pavement markings at SR A1A at McKinley Ave/Holman Ave, SR A1A at Center St/Buchanan Ave, and SR A1A at Atlantic Ave.

Incorporation of the retrofit lighting criteria at the intersections of SR A1A at McKinley Ave/Holman Ave, SR A1A at Center St/Buchanan Ave, and SR A1A at Atlantic Ave.

III. SERVICES

The staff-hour estimates and negotiations for this Supplemental Agreement shall follow the numerical hierarchy found in the newest revision of the standard Staff Hour Spreadsheet.

Under this Supplemental Agreement, the CONSULTANT shall provide the following services:

4 ROADWAY ANALYSIS

4.1 Typical Section Package

Typical section for milling and resurfacing information for removal of conflicting markings.

4.3 Pavement Design Package

A-2

Pavement design for removal of conflicting pavement markings.

4.5 Horizontal/Vertical Master Design Files

Addition of resurfacing for removal of conflicting markings at SR A1A at McKinley Ave/Holman Ave, SR A1A at Center St/Buchanan Ave, and SR A1A at Atlantic Ave.

4.10 Traffic Control Analysis

Update TTCP for resurfacing.

4.14 Quantities

4.20 Technical Meetings

4.21 Quality Assurance/Quality Control

4.23 Supervision

4.24 Coordination

5 ROADWAY PLANS

5.3.1 Typical Section Sheets

5.5 Summary of Quantities Sheets

5.27 Quality Assurance/Quality Control

5.28 Supervision

19 SIGNING AND PAVEMENT MARKING ANALYSIS

19.3 Reference and Master Design File

Striping design for removal of conflicting pavement markings.

19.7 Quantities

19.13 Quality Assurance/Quality Control

19.15 Supervision

19.16 Coordination

21 SIGNALIZATION ANALYSIS

21.5 Reference and Master Signalization Design File

Update signal design for milling and resurfacing.

21.10 Quantities

A-3

21.16 Quality Assurance/Quality Control

21.18 Supervision

21.19 Coordination

23 LIGHTING ANALYSIS

23.2 Lighting Design Analysis Report

Update report and lighting analysis to include vertical lighting analysis at SR A1A at McKinley Ave/Holman Ave, Center St/Buchanan Ave, Atlantic Ave.

23.14 Technical Meetings

23.15 Quality Assurance/Quality Control

23.17 Supervision

23.18 Coordination

A-4

Exhibit “A”

SCOPE OF SERVICES FOR SUPPLEMENTAL AGREEMENT

Contract Number: C9R88

Authorization Number:

Project FPID: 435651-1-32-01

DESCRIPTION: SR-A1A (Astronaut Blvd) at McKinley Ave/Holman Ave, Center St/Buchanan Ave, Atlantic Ave; SR-5/US-1 (Harbor City Blvd) at SR -508 (NASA Blvd), and Cherry Street

Brevard County

I. BACKGROUND

The CONSULTANT was retained by the DEPARTMENT to prepare complete construction plans for the intersection improvements at SR 5/US 1 (Harbor City Blvd.) and SR 508 (NASA Blvd.), and SR 5/US 1 (Harbor City Blvd.) and Cherry St. in Brevard County. During the preparation of the initial plans, the City of Melbourne requested that the northbound continuous through lanes along SR 5 at both the NASA Blvd. and Cherry St. intersections be removed due to safety concerns. These concerns were associated with the high number of crashes between eastbound motorists making a left turn from the side street (NASA Blvd. or Cherry St.) to northbound SR 5. The DEPARTMENT granted a Task Work Order to Traffic Engineering Dara Solutions, Inc. (TEDS) through their existing Continuing Service Contract for Traffic Operations (Contract No. C-9G59) to perform a Qualitative Assessment of Intersection Operations to determine if the removal of the northbound continuous through lanes along SR 5 at the noted intersections was warranted. The recommendations of the Assessment indicated that the removal was warranted, thus the work associated with these modifications is to be added to this contract.

FDOT Roadway Design Bulletin 17-09 was issued with an effective date of June 29, 2017, and an immediate implementation date. The Bulletin implements lighting retrofit criteria for pedestrian lighting at signalized intersections that are not being reconstructed. The intersection work associated with this project does not include complete reconstruction and, therefore, the RDB 17-09 lighting criteria is to be implemented at the intersections.

II. OBJECTIVES

Incorporation of the recommendations outlined in the attached “Qualitative Assessment of Intersection Operations – US 1 at NASA Blvd and US 1 at Cherry St, Brevard County” dated June 2017 and prepared by Traffic Engineering Data Solutions, Inc. These improvements shall consist of converting northbound SR 5 to a conventional traffic signal operation through the elimination of the continuous green signal for the two outside through lanes at SR 5 at NASA Blvd and SR 5 at Cherry St.

Incorporation of the retrofit lighting criteria at the intersections of SR 5 at NASA Blvd and SR 5 at Cherry St.

III. SERVICES

Under this Supplemental Agreement, the CONSULTANT shall provide the following services:

A-5

4 ROADWAY ANALYSIS

4.1 Typical Section Package

Typical section for milling and resurfacing information for removal of conflicting markings.

4.3 Pavement Design Package

Pavement design for removal of conflicting pavement markings.

4.5 Horizontal/Vertical Master Design Files

Addition of resurfacing for removal of conflicting markings at NASA Blvd (700') and Cherry St (1020'). Includes drawing of topo from aerial, and relabeling of all STA/Offset for alignment extension.

4.10 Traffic Control Analysis

Update TTCP for resurfacing.

4.12 Design Variations and Exceptions

Design Memo for lane width on SR 5 (existing 11' outside, 11' bidirectional, 10' travel).

4.14 Quantities

4.18 Field Reviews

4.20 Technical Meetings

4.21 Quality Assurance/Quality Control

4.23 Supervision

4.24 Coordination

5 ROADWAY PLANS

5.3.1 Typical Section Sheets

5.5 Summary of Quantities Sheets

5.9 Plan Sheet

5.27 Quality Assurance/Quality Control

5.28 Supervision

19 SIGNING AND PAVEMENT MARKING ANALYSIS

19.3 Reference and Master Design File

A-6

Striping design for removal of continuous through lanes.

19.7 Quantities

19.11 Field Reviews

19.13 Quality Assurance/Quality Control

19.15 Supervision

19.16 Coordination

20 SIGNING AND PAVEMENT MARKING PLANS

20.6 Plan Sheet

20.14 Quality Assurance/Quality Control

20.15 Supervision

21 SIGNALIZATION ANALYSIS

21.2 Traffic Data Analysis

Two intersections. Review of Existing timings; Analyze current vehicle volumes and movements;

Redesign of Signal Timings with roadway improvements; Use Synchro for Developing Timings.

21.5 Reference and Master Signalization Design File

Revise signal configuration for removal of continuous through lanes and add loops.

21.9 Traffic Signal Operation Report

21.10 Quantities

21.16 Quality Assurance/Quality Control

21.17 Independent Peer Review

21.18 Supervision

21.19 Coordination

23 LIGHTING ANALYSIS

23.2 Lighting Design Analysis Report

Update report and lighting analysis to include vertical lighting analysis at side street crosswalks (NASA and Cherry).

23.14 Technical Meetings

A-7

23.15 Quality Assurance/Quality Control

23.17 Supervision

23.18 Coordination

DESIGN SERVICES .

Revised

Contract

Totals

LUMP SUM Financial Project No. 435647-1-32-01 435651-1-32-01 435647-1-32-01 435651-1-32-01

Protean Design Group, Inc. (prime) $204,551.00 $142,617.00 $16,237.00 $22,744.00 $386,149.00

Florida Bridge and Transportation, Inc. $16,321.00 $7,320.00 $0.00 $0.00 $23,641.00

F.R. Aleman & Associates, Inc. $10,575.00 $8,272.00 $0.00 $9,258.00 $28,105.00

Lochrane Engineering Incorporated $14,125.00 $12,865.00 $0.00 $0.00 $26,990.00

Protean Design Group, Inc. (prime) $12,452.00 $12,260.00 $0.00 $0.00 $24,712.00

Subtotal Lump Sum Amount $258,024.00 $183,334.00 $16,237.00 $32,002.00 $489,597.00

LIMITING AMOUNT

Geotechnical and Environmental Consultants, Inc. $61,110.00 $44,964.00 $0.00 $0.00 $106,074.00

Amdrill, Inc. $3,641.00 $1,910.00 $0.00 $0.00 $5,551.00

Advanced Environmental Laboratories, Inc. $2,562.00 $1,708.00 $0.00 $0.00 $4,270.00

Environmental Data Resources, Inc. $1,050.00 $640.00 $0.00 $0.00 $1,690.00

Authorized Design & R/W Survey Services (LA-4)

Lochrane Engineering Incorporated $72,881.00 $42,422.00 $0.00 $0.00 $115,303.00

Supplemental Design & R/W Survey Services (LA-4)

Lochrane Engineering Incorporated $7,590.00 $7,590.00 $0.00 $0.00 $15,180.00

Subtotal Limiting Amount $148,834.00 $99,234.00 $0.00 $0.00 $248,068.00

TOTAL MAXIMUM LIMITING AMOUNT $406,858.00 $282,568.00 $16,237.00 $32,002.00 $737,665.00

ATTACHMENT NO. 1: Summary of Contract Fees

C-9R88, Amendment No. 2

SR- A1A (Astronaut Blvd) at McKinley Ave/Holman Ave, Center St/ Buchanan Ave, Atlantic Ave; SR-5/US-1 (Harbor City Blvd) at SR-508 (NASA Blvd), and Cherry Street

Geotechnical Services (LA-4)

This Amendment No. 2 Original Contract through

Amendment No. 1

Utility Coordination* (LS-2)

Optional Services* (LS-2)

Basic Services* (LS-2)