CN-550000-C9X15-00020000.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

08/18

Amendment Number: 1 Amendment Execution Date:

Original Agreement No.: C9X15 Original Agreement Execution Date: 12/5/2017

Consultant Name: CDM Smith Inc.

FM Number(s): 439512-1-32-01

Agreement Description: SR A1A/ N Mirimar Avenue from US 192/ SR 500 (MP 17.536) to South Atlantic Boulevard (MP 21.229), Brevard County; SR 520/ Merritt Island Causeway from West of Newfound Harbor Drive to East of South Banana River Drive

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 $904,882.00 for all services required under the original agreement and all supplements and amendments thereto is herein increased by $28,866.00. The revised total maximum limiting amount for all services is $933,748.00. The services specified in Exhibit “A”, Scope of Services of the original agreement are amended and attached as Exhibit "A".

The following attachments are hereby incorporated into this Amendment:

Exhibit “A”, Scope of Services, page A-1 to A-11 Attachment No. 1: Contract Compensation Summary

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.

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

CDM Smith Inc.

Name of Consultant

BY: BY:

Name: Name: Loreen Bobo, P.E.

Title: Title: Director of Transportation Development

District Five

FOR DEPARTMENT USE ONLY

PROCUREMENT OFFICE REVIEW: LEGAL OFFICE REVIEW:

Procurement Office Legal Office

DocuSign Envelope ID: 0A430C17-4A12-45A7-9421-1A7F1824DD89

Richard C. Rocktoff

Client Service Leader

12/6/2018 | 9:51 PM EST

A-1

September 25, 2018

EXHIBIT A

SCOPE OF SERVICES

FOR

FINANCIAL PROJECT ID. 439512-1-32-01

AMENDMENT No. 1

DISTRICT 5

BREVARD COUNTY

DocuSign Envelope ID: 0A430C17-4A12-45A7-9421-1A7F1824DD89

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1 PURPOSE ________________________________________________________________3

2 PROJECT DESCRIPTION ___________________________________________________3

3 PROJECT COMMON AND PROJECT GENERAL TASKS ________________________5

4 ROADWAY ANALYSIS ____________________________________________________5

5 ROADWAY PLANS ________________________________________________________6

7 UTILITIES -Per Original Scope of Services ______________________________________6

19 SIGNING AND PAVEMENT MARKING ANALYSIS - Only for mid-block crossing #7 _7

20 SIGNING AND PAVEMENT MARKING PLANS – Only for Mid-block crossing #7 ____7

23 LIGHTING ANALYSIS -Only for Mid-block crossing #7 __________________________7

27 SURVEY - Only for Mid-block crossing #7 ______________________________________9

36 PROJECT REQUIREMENTS________________________________________________11

37 INVOICING LIMITS ______________________________________________________11

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SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES – AMENDMENT 1

HIGHWAY AND BRIDGE/STRUCTURAL DESIGN

This Exhibit forms an integral part of the agreement between the State of Florida Department of Transportation (hereinafter referred to as the DEPARTMENT or FDOT) and CDM Smith Inc.(hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows:

Financial Project ID: 439512 1 32 01

Federal Aid Project No.: 439512 1 32 01: D517-064-B

County Section No.: 439512 1 32 01: 70060

Description: 439512 1 32 01- SR A1A/N/Mirimar Avenue- from US 192/SR 500 (MP 17.536) to South of Atlantic Boulevard (MP 21.229), Brevard County

Bridge No(s).: 439512 1 32 01 - N/A

Rail Road Crossing No: 439512 1 32 01 - N/A

1 PURPOSE

The purpose of this Exhibit is to describe the scope of work and the responsibilities of the CONSULTANT and the DEPARTMENT 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.

439512 1 32 01:

Major work mix includes: 9917- Construct 1 relocated mid-block crossing with lighting Major work groups include: 3.1 – Minor Highway Design Minor work groups include: 6.1 - Traffic Engineering Studies

7.1 - Signing, Pavement Marking and Channelization

7.2 - Lighting

7.3 - Signalization

8.1 - Control Surveying

8.2 - Design, Right of Way, and Construction Surveying

2 PROJECT DESCRIPTION

The CONSULTANT shall investigate the status of the project and become familiar with concepts and commitments (typical sections, alignments, etc.) developed from prior studies and/or activities. If a Preliminary Engineering Report is available from a prior or current Project Development and Environmental (PD&E) study, the CONSULTANT shall use the approved concepts as a basis for the design unless otherwise directed by the

DEPARTMENT.

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439512 1 32 01:

The purpose of the project is to increase pedestrian safety and alleviate crossing challenges thru the installation of pedestrian midblock crossings. The project is based on the recommendations from the “Pedestrian Safety Study” completed by Traffic Engineering Data Solutions, Inc. in August 2015 and as amended by this Amendment No.1 Scope of Services.

· SR A1A is a principal urban arterial, 5-lanes undivided with an 11-foot two way turn lane, 2 foot paved shoulders and Type F curb and gutter. A utility strip and sidewalks are present on the South side of the road.

· The project includes relocation of 1 of the 12 mid-block crossing locations in Indialantic, Brevard County between US 192 and Atlantic Boulevard:

MP 18.821 – Relocate South of Terrace Shores Drive (Midblock Crossing #7)

2.1 Project General and Roadway (Activities 3, 4, and 5)

Plan Type: Plan Sheets are anticipated but any recommendations provided by the CONSULTANT will be taken into consideration by the DEPARTMENT.

Access Management Classification: Class 6: Class 3

Transit Route Features: Space Coast Area Transit (SCAT) Route

Major Intersections/Interchanges: US 192 and SR 518

Level of TCP Plans: Level 1

2.4 Environmental Permits, Compliances, and Clearances (Activity 8)

439512 1 32 01: The project lies in the jurisdiction of the St. Johns River Water Management District (SJRWMD). Must meet FDOT requirements.

The CONSULTANT will determine if the project is exempt from permits and will submit a permit determination letter to the District 5 Permitting Office for review prior to the 60% plans review submittal. The permitting office will concur, not concur, or ask for additional information from the consultant. If determined that no permit is required, the Department will document as “No Permits Required” (NPR) for the project's permit status from a production standpoint.

The DEPARTMENT will provide compensatory wetland mitigation in accordance with Section 373.4137, Florida Statutes.

2.6 Signing and Pavement Markings (Activities 19 & 20)

Signing and Pavement Marking modifications shall be completed to incorporate the proposed intersection improvements described above for the project limits. All mainline signing within the project limits shall be inventoried. Any existing signs that conflict with the proposed modifications shall be addressed in the plans.

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2.8 Lighting (Activities 23 & 24)

· Coordinate a service connection with Florida Power and Light to provide power to the at the relocated midblock crossing #7.

· Install a pull and splice box at the relocated midblock crossing #7.

· Provide a light pole at the relocated midblock crossing #7.

2.10 Survey (Activity 27)

Design Survey: Perform 3D survey at the new location of mid-block crossing #7 south of Terrace Shores Drive (Approx. MP 18.821). The length of the survey will be 150+/- feet in length. The survey at the relocate mid-block crossing will extend to the apparent right-of-way line.

Subsurface Utility Exploration: Obtain supplemental field survey for obscured areas or underground features affected by the work within the limits of 3D or plan metric mapping at the new location of mid-block crossing #7.

2.19 Submittals – Submittals are per Original Scope of Services

3 PROJECT COMMON AND PROJECT GENERAL TASKS

Project Common Tasks

Project Common Tasks are per Original Scope of Services

Project General Tasks

3.1.7 Renderings and Fly-Throughs – 439512 1 32 01-N/A

The CONSULTANT shall prepare typical section renderings for use in public hearings.

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.

4.5 Horizontal/Vertical Master Design Files -Only for Mid-block crossing #7

The CONSULTANT shall design the geometrics using the design standards that are most appropriate with proper consideration given to the design traffic volumes, design speed, capacity and levels of service, functional classification, adjacent land use, design consistency and driver expectancy, aesthetics, pedestrian and bicycle concerns, ADA requirements, elder road user policy, access management, PD&E documents and scope of work. The CONSULTANT shall also develop utility conflict information to be provided to project Utility Coordinator in the format requested by the DEPARTMENT, and shall review Utility Work Schedules.

4.15 Design Report -Only for Mid-block crossing #7

The CONSULTANT shall prepare all applicable report(s) as listed in the Project Description section of this scope.

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The CONSULTANT shall submit to the DEPARTMENT 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 8½"x11" 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 8½"x11" size. The data shall be in a hardback folder for submittal to the DEPARTMENT.

4.16 Quantities

The CONSULTANT shall develop accurate quantities and the supporting documentation, including construction days when required.

4.17 Cost Estimate –

4.20 Field Reviews

4.23 Quality Assurance/Quality Control

4.25 Supervision

4.26 Coordination

5 ROADWAY PLANS

The CONSULTANT shall prepare Roadway, Traffic Control, Utility Adjustment Sheets, 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.

5.2 Summary of Pay Items Including Quantity Input -Only for Mid-block crossing #7

5.9 Plan Sheet- 439512 1 32 01

5.18 Cross Sections -Only for mid-block crossing #7

5.27 Utility Verification Sheet(s) (SUE Data) -Only for Mid-block crossing #7

5.28 Quality Assurance/Quality Control

5.29 Supervision

7 UTILITIES -Per Original Scope of Services

The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules, and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the DEPARTMENT’s construction project are addressed. The CONSULTANT shall certify all utility negotiations have been completed and that arrangements have been made for utility work to be undertaken.

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19 SIGNING AND PAVEMENT MARKING ANALYSIS - Only for mid-block crossing #7

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. For 439512-1-32-01, standard midblock crosswalk signing and pavement marking is anticipated at the relocated midblock crosswalk #7 with including a Rectangular Rapid Flashing Beacon.

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 for mid-block crossing #7.

19.7 Quantities - Mid-block crossing #7

19.8 Cost Estimate -Mid-block crossing #7

19.11 Field Reviews -Mid-block crossing #7

19.13 Quality Assurance/Quality Control

19.15 Supervision

19.16 Coordination

20 SIGNING AND PAVEMENT MARKING PLANS – Only for Mid-block crossing #7

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.

20.2 Summary of Pay Items Including TRNS*Port Input– Mid-block crossing #7

20.3 Tabulation of Quantities – Mid-block crossing #7

20.5 Project Layout– Add relocated mid-block crossing #7 to existing Project Layout Sheet.

20.6 Plan Sheet add additional plan sheet for relocated mid-block crossing #7.

20.14 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.

20.15 Supervision

23 LIGHTING ANALYSIS -Only for Mid-block crossing #7

The CONSULTANT shall analyze and document Lighting Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design

A-8 memorandums.

23.2 Lighting Design Analysis Report Mid-block crossing #7

The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report. The report shall be submitted under a separate cover with the Phase II plans submittal. The report shall provide analyses for each typical section of the mainline, typical section for the ramps (one and/or two lanes), interchanges, underdeck lighting, 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 and shall include the evaluation of at least three lighting design alternatives and 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.

The report shall also include the lighting calculations for each lighted sign.

After approval of the preliminary report, the CONSULTANT shall submit a revised report for each submittal. The Lighting Design Analysis Report shall include:

Voltage drop calculations

Load analysis calculations for each branch circuit

23.3 Aeronautical Evaluation

The CONSULTANT shall prepare an Aeronautical Evaluation/Airspace Analysis Report for those projects within 5 miles of an airport. It shall be submitted for approval by the DEPARTMENT and by FAA prior to Phase II plans submittal.

The report shall include an evaluation of the glide slope of all adjacent airport runways (including future runways) and the preparation of the required FAA forms and special lighting calculations based on NO PENETRATION of the approach or transitional surfaces and coordination with the Airport Manager.

The report shall include a profile drawing for each condition affected by the runway approach and transitional surfaces. This drawing(s) shall show the roadway profile grade line at the edge of the shoulder pavement with proper baseline stations, the FAR Part 77 - 50:1 (or 34:1) approach surface line and the 7:1 transitional surface line. The scale of this drawing shall be 1”=100’ horizontal and 1”=10’ vertical. The proposed location of each light pole shall be properly shown at the respective station to clearly indicate that no penetration to either the approach surface or to the transitional surface is anticipated.

23.5 FDEP Coordination and Report– Coordination for lighting impacts on turtle nesting for 439512-1-32-01.

23.6 Reference and Master Design Files -Only for Mid-block crossing #7

The CONSULTANT shall prepare the Lighting Design file to include all necessary design elements and all associated reference files.

23.8 Design Documentation

The CONSULTANT shall submit a Design Documentation with each plans submittal under a separate cover and not part of the roadway documentation book. At a minimum, the design documentation shall include:

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Phase submittal checklist.

Structural calculations for special conventional pole concrete foundations.

Correspondence with the power company concerning new electrical service.

23.9 Quantities

23.10 Cost Estimate

23.13 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 Condition of Lighting Structure(s) Verification of horizontal clearances Verification of breakaway requirements

23.15 Quality Assurance/Quality Control

23.17 Supervision

23.18 Coordination

27 SURVEY - Only for Mid-block crossing #7

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 all survey notes and computations to document the surveys. All field survey work shall be recorded in approved media and submitted to the DEPARTMENT. Field books submitted to the DEPARTMENT 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 DEPARTMENT may not accept field survey radial locations of section corners, platted subdivision lot and block corners, alignment control points, alignment control reference points and certified section corner references. The DEPARTMENT may instead require that these points be surveyed by true line, traverse or parallel offset.

27.1 Horizontal Project Control (HPC)

Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State Plane Coordinate System or datum approved by the District Surveyor (DS) or District Location Surveyor (DLS); 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

A-10 approved by the District Surveyor (DS) or the District Location Surveyor (DLS).; may include primary or secondary vertical control points. Includes analysis and processing of all field collected data, and preparation of forms.

27.5 Reference Points

Reference Horizontal Project Network Control (HPNC) points, project alignment, vertical control points, section, ¼ 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.

27.10 Underground Utilities

Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional verification as needed for designation. 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.

27.27 Work Zone Safety

Provide work zone as required by DEPARTMENT standards.

27.28 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 District Surveyor (DS), District Location Surveyor (DLS) or their representative.

27.29 Supplemental Surveys

Supplemental survey days and hours are to be approved in advance by DS or DLS. Refer to tasks of this document, as applicable, to perform surveys not described herein.

27.31 Field Review

Perform verification of the field conditions as related to the collected survey data.

27.33 Quality Assurance/Quality Control (QA/QC)

Establish and implement a QA/QC plan. Also includes subconsultant review, response to comments and any resolution meetings if required, preparation of submittals for review, etc.

27.34 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 District Surveying Office.

27.35 Coordination

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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 District Surveying Office.

36 PROJECT REQUIREMENTS

Project Requirements are per Original Scope of Services

37 INVOICING LIMITS

Payment for the work accomplished shall be in accordance with Method of Compensation of this contract. Invoices shall be submitted to the DEPARTMENT, in a format prescribed by the DEPARTMENT. The DEPARTMENT 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

DEPARTMENT.

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 actually occurred and the results are acceptable to the DEPARTMENT.

Revised Contract

Totals

439512-1-32-01 439777-1-32-01 439512-1-32-01 439777-1-32-01

LUMP SUM AMOUNTS:

Basic Services (LS-2)

CDM Smith Inc. $237,893.00 $198,393.00 $10,956.00 $0.00 $447,242.00

Quest Corporation of America, Inc. $24,272.00 $20,024.00 $0.00 $0.00 $44,296.00

Traffic Engineering Data Solutions, Inc. $57,218.00 $47,443.00 $6,755.00 $0.00 $111,416.00

Utility Coordination (LS-2)

Omni Communications, LLC $16,660.00 $16,381.00 $0.00 $0.00 $33,041.00

SUBTOTAL LUMP SUM $336,043.00 $282,241.00 $17,711.00 $0.00 $635,995.00

Authorized-Design & R/W Survey (Field & Office Support) (LA-4)

Geodata Consultants, Inc. $61,221.00 $30,503.00 $0.00 $0.00 $91,724.00

Supplemental-Design & R/W Survey (Field & Office Support) (LA-4)

Geodata Consultants, Inc. $4,584.00 $4,584.00 $4,584.00 $0.00 $13,752.00

Authorized-Design & R/W SUE (Field & Office Support) (LA-4)

Omni Communications, LLC $72,146.00 $53,083.00 $6,571.00 $0.00 $131,800.00

Omni Communications, LLC $56,915.00 $3,562.00 $0.00 $0.00 $60,477.00

SUBTOTAL LIMITING AMOUNT $194,866.00 $91,732.00 $11,155.00 $0.00 $297,753.00

$530,909.00 $373,973.00 $28,866.00 $0.00 $933,748.00

C-9X15, Amendment #1

Original Agreement

TOTAL MAXIMUM LIMITING AMOUNT

This Amendment No. 1

ATTACHMENT NO. 1: CONTRACT COMPENSATION SUMMARY

SR A1A/ N Mirimar Avenue from US 192/ SR 500 (MP 17.536) to South Atlantic Boulevard (MP 21.229), Brevard County;

SR 520/ Merritt Island Causeway from West of Newfound Harbor Drive to East of South Banana River Drive

Financial Project ID Nos.

LIMITING AMOUNTS:

Supplemental-Design & R/W SUE (Field & Office Support) (LA-4)