CN-550000-C9Z83-W0010000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

TASK WORK ORDER FOR PROFESSIONAL SERVICES

375-030-25

PROCUREMENT

06/17

Consultant:

Address:

Date:

7/10/2023

*Limiting or Estimating/Budgeted Amount.

Distribution:

Consultant Acceptance:

Signature

Consultant, PSU, Financial Services, FDOT PM, File

President

$481,898.65

$0.00

(name) (title)

Aniruddha S. Gotmare, P.E.

$481,898.65

Total authorizations to date (including this one):

Departmental Approval:

$481,898.65 Limit

Perform design services necessary to prepare roadway lighting construction plans for Australian Ave. from W. 1st St. to Blue Heron Blvd. in the City of Riviera Beach.

Scalar Consulting Group, Inc.

4152 W. Blue Heron Blvd., Suite 119

Riviera Beach, FL 33404

(To be entered upon execution of T.W.O.)

Brief Task Description:

In accordance with the above referenced contract, you are authorized to perform the tasks detailed in attached Exhibit A (Scope of Services).

Compensation elements are as follows:

Element Description Amount Estimate/LimitMethod of Compensation

The total amount or the limiting amount of the compensation will be:

All services required under this Task Work Order will be completed on or before:

$481,898.65

(LS2) Lump sum paid based on % of completion

Page 1 Total

Page 2 thru 6 Subtotal

Total

Basic Services

$481,898.65

(name) (title) Signature

Bonnie Majcher Contract Coordinator

Other Notes:

An independent assessment of the staff hours and quantities for the proposed services has been performed, and found to be fair, reasonable, and competitive.

Task Work Order No.:

Contract No.: Payment FM No.:

C9Z83 437893-1-32-01

DocuSign Envelope ID: 787BC834-DCFF-4D06-AEA0-7E283F6AA077

3/18/2019 | 3:05 PM EDT

Contract C9Z83 - Task Work Order No. 1 FPID No. 438384-1-32-01 (Federal Funds)

Australian Avenue Decorative Lighting Design Palm Beach County

SCOPE OF SERVICES

INTENT: Perform design services necessary to prepare roadway lighting construction plans for Australian Avenue from W. 1st Street to Blue Heron Boulevard in the City of Riviera Beach (project length: approximately 1.1 miles).

I. Lighting Justification Report (LJR), Lighting Analysis and Lighting Plans

1. Lighting Justification Report (LJR)

The CONSULTANT shall perform Lighting Justification warrant analysis per procedures described in FDOT MUTS Manual Chapter 14, to determine if continuous roadway lighting is warranted along

Australian Ave. The results will be provided to the District Lighting Engineer for approval prior to the Constructability Submittal. Intersection Lighting at three signalized intersections (Blue Heron, S 13th

St., MLK Jr.) and mid-block location (W 10th St.) would be lighted immaterial of the findings of the

LJR.

2. Lighting Analysis

The CONSULTANT shall perform AGI photometric analysis using new decorative LED light luminaires for the described roadway segment of Australian Avenue. For Roadway Lighting, illumination criteria from FDOT Florida Greenbook will be utilized. Analysis will be also include intersection lighting (four locations) using retrofit lighting criteria per FDOT 2018 FDM. Per City requirements the following LED light fixtures will be used (consistent with FPID: 436893-1):

Roadway Decorative Light Poles: Phillips AT50 80W48LED4K G2 ACDR LE3A 240 Signalized Intersection Luminaires: AEL ATB2 80BLEDE10 480 R3 P7 SH

A lighting design analysis report will be provided to the District Lighting Engineer for approval prior to the Constructability Submittal. A Technical Special Provision (TSP) would be necessary for decorative light pole and a Modified Special Provision (MSP) with Palm Beach County for 3rd Party insurance. FAA clearance is not necessary since the project is more than 5 miles from nearest airport.

The CONSULTANT will coordinate with Florida Power and Light (FP&L) to maintain existing FPL roadway lighting (on existing power poles) during lighting construction and have City request FPL for its removal on completion of decorative lighting system installation. FPL lighting will not be included in proposed lighting analysis.

3. Lighting Plans

The DEPARTMENT requires that all plans and design be prepared per City of Riviera Beach standards and specifications, such as FDOT Florida Greenbook, FDOT Design Manual and applicable standards. All CADD produced plans must conform to the DEPARTMENT’S CADD Manual. The CONSULTANT will develop and provide Lighting Plans for Australian Avenue from W.

1st Street to Blue Heron Boulevard.

Lighting Plans will include ADA compliant Detectable Warning Surfaces and upgraded ramps at one signalized intersection (Blue Heron Blvd.) and one mid-block crosswalk location (W. 4th St.).

Thermoplastic special emphasis crosswalk markings will be included at these same two locations.

4. Voltage Drop Calculations

The CONSULTANT shall submit voltage drop calculations showing the equation or equations used along with the number of luminaires per circuit, the length of each circuit, the conductor size 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

DEPARTMENT. When determining conductor sizes for lighting circuits, the maximum allowable voltage drop from the service point on any one circuit is 5%.

5. Miscellaneous Structures

The CONSULTANT will include structural calculations and details for decorative light pole and special foundation design in the lighting plans.

6. Quantities

The CONSULTANT shall develop accurate quantities and the supporting documentation in accordance with the DEPARTMENT’S Standard Specifications for Road and Bridge Construction

(Standard Specifications) and the Basis of Estimates Manual.

II. Maintenance of Traffic (Roadway)

1. Level 1 Traffic Control (TC) will be completed, and will include any required general and phasing notes, typical sections, and TC details.

III. Utility Coordination

1. The CONSULTANT shall provide utility coordination, including any required utility work schedules and utility certification. Effort will include coordination with the FDOT (District 4) Utility Coordinator.

IV. Design Survey, Right-of-Way (R/W) Mapping & Subsurface Utility Exploration (SUE)

The CONSULTANT shall provide Project Network Control (PNC), alignment and existing R/W lines, bench lines, topographic/DTM survey, and field reviews to verify existing roadway features. All survey, R/W mapping and SUE Services will be completed by AIM Engineering & Surveying, Inc. The survey, SUE and R/W mapping scope of work will include the following tasks, and be in accordance with District Four current procedures, including special instruction and directions:

SURVEY

1. Project Network Control (PNC): Establish sufficient Project Network Control (horizontal & vertical) to provide XYZ data for all survey coverage. Set Secondary Control at NTE 400' intervals throughout project topo area totaling 19 control points. All control surveys will contain a signed and sealed survey report.

2. Alignment and Existing Right of Way Lines' Establish survey alignment along the limits of project.

The alignment must be approved by the District once established. Alignment will be established in this off-system road as a baseline of survey and AIM will visit property corners and permanent reference markers within 6 existing platted subdivisions adjoining the project to determine right of way lines per plat. Alignment geometry will be included in the SURVRD.DGN and will not be physically set in the field.

3. Bench Line' Establish a bench line on North American Vertical Datum of 1988 (NAVD 88) or if so instructed by the District Four Location Surveyor, National Geodetic Vertical Datum of 1929 (NGVD 29). All Bench Marks including Primary and Secondary Project Network Control Points used for Vertical Control, will be part of a three wire level line, or established by electronic level run. AIM is estimating 8 benchmarks to be set on the project. The Bench Mark Plan Sheet will be completed by CADD in a Microstation DGN readable format and submitted along with the Field Books for each Bench Mark set, found or used.

4. Topographic/DTM Survey' Collect sufficient data to generate an above ground topographic survey and digital terrain model (DTM) of the existing roadway and features within the existing Right of Way.

DTM shots/points should be taken, at a minimum, opposite of and perpendicular to each one hundred foot station. Locate changes in typical section, pavement, survey driveways, curb cuts and major features. A full digital terrain model (Right Of Way to Right of Way) will be created 100 feet from the edge of the traveled lane at (2) major intersections (Blue Heron Blvd. & Dr. Martin Luther King Blvd.), and 50’ feet from the edge of traveled lane at the remaining (11) minor side street intersections.

Locate Surface Drainage structures (inlet grates, manhole, side drains, and mitered end sections);

include the invert elevation, size, type, and condition of culverts. Closed drainage systems that cannot be accessed must include drainage data based on Final Plans if plans are available and clearly noted that the information is based on Final Plans.

5. Field Review / Field Edit' A field review/edit shall be performed prior to submittal of Final Deliverables.

This review is to include verification of type and size for all drainage pipes.

6. Deliverable of Electronic Files' Provide survey deliverables in Work Flow (SURVRD) format in SS4 MicroStation/GEOPAK.

" All control point reference forms (horizontal & vertical) will be CADD prepared in a MicroStation

DGN readable format along with one PDF file containing all project Bench Mark forms and hard copies submitted along with the Field Books for each control point set, found or used for project.

" TIFF file of modified raster image as outlined under Existing Right of Way Lines per the current

R/W MAPS.

" All final electronic files, control reference forms, and original field books (include a PDF file of field books) will be delivered to the Department within one week of the final acceptance of the survey data.

" Printed Documents required to be submitted to D4:

o Project scope o Field books o Project "inp" file (project xyz points) o Benchmark reference sheets and bench circuits (existing and new) o Survey journal o NGS data sheets used o Surveyor's Report

1. Perform an estimated 78,000 feet of designates (level-b) on an estimated 3 utilities in the vicinity of each of the 130 proposed light poles. Those three expected lines will be designated an estimated 200' (100' each way) of proposed light pole locations to identify utilities within 6' of the proposed light pole location: 200'x130 (poles)=26,000' multiplied by 3 utilities=78,000 feet.

2. Perform an estimated 3 test holes per light pole to verify any utilities detected through level-b within 6' of the proposed light poles (3 test holes x 130 proposed light poles = 390 test holes).

3. Deliverable of Electronic Files: Provide survey deliverables in Work Flow (SURVRD) format in SS4 MicroStation/GEOPAK.

4. Test Hole Datasheet (THDR) and Summary of Verified Utilities Plan Sheets will be produced in signed and sealed format (PDF) and also in Microstation and excel format.

MAPPING

1. Produce Primary Network Control Sheets showing project control and alignment geometry for inclusion into plan set.

2. Sheets will be signed and sealed by Licensed Land Surveyor.

V. Geotechnical Services

The CONSULTANT shall provide geotechnical field services that include 20' Standard Penetration Test (SPT) borings, staggered every 500' along the entire length of the project. All geotechnical services will be completed by RADISE

International, LC. The geotechnical scope of work will involve the following tasks:

1. Review readily available published topographic and soil information.

2. Visit the site to field stake the planned SPT boring locations and observe the existing site conditions.

3. Contact Sunshine 811 to request field location and clearance of underground utilities in the areas of the borings as per Florida Statutes.

4. Mobilize truck-mounted drilling rig and crew to the project site.

5. Develop and implement Temporary Traffic Control procedures for traffic control and safety purposed in general accordance FDOT Standard Plans Index 102-613.

6. In accordance with the FDOT’s Soils and Foundation Handbook (SFH), we will perform twelve (12)

Standard Penetration Test (SPT) soil borings (ASTM D-1586) to a depth of 10 feet below the existing ground surface. The borings will be spaced and staggered approximately 500 feet on center. Following the completion of the drilling operations, the boreholes will be backfilled with grout.

7. Visually classify the collected soil samples in the field, with subsequent laboratory confirmation/QC verification of classifications using the Unified Soil Classification System (USCS) in general accordance with the visual-manual method of ASTM D 2488.

8. Assign laboratory testing of selected soil samples for index property determinations limited to moisture content, full sieve analysis, fines content, and organic content tests to assist in classifying the soils for engineering purposes (ASTM 2487).

9. Perform a geotechnical analysis and prepare a geotechnical engineering report which will include, but not necessarily be limited to:

" Detailed graphical logs of the soil borings showing the groundwater level and soil classifications.

" Development of soil parameters for the design of project structures.

" Assess site preparation requirements and engineering criteria for placement and compaction of approved fill materials.

" Identification of some critical design or construction considerations based on the soil and groundwater conditions encountered in the borings.

GEOTECHNICAL SCHEDULE AND DELIVERABLES:

Upon receiving written authorization to proceed, work will commence with field marking of the boring locations and preparation of the utility locate request. Mobilization for the drilling operations will occur soon after Sunshine 811 clearance of boring locations is received from the contacted utilities. These two upfront activities are expected to require no more than 3 weeks to complete.

The specified field drilling work is expected to require 2 days to complete. Laboratory visual classification of the soils and report preparation will require about 3 to 4 weeks to complete following completion of field work.

The expectation is to provide the final report signed and sealed by a registered professional engineer within 6 to 7 weeks of authorization to proceed; however, accelerations of this schedule may be facilitated if needed.

VI. DEPARTMENT Responsibilities:

The DEPARTMENT shall:

1. Provide the estimated construction days (CTE Memo).

2. All relevant files from FPID: 436893-1 (adjacent, recently completed D4 decorative lighting project:

Congress Avenue from N. of 45th Street to SR 708/Blue Heron Blvd.)

3. Details of decorative light poles (from City of Riviera Beach).

VII. Public Involvement Support

The CONSULTANT shall provide the required public involvement support to FDOT.

VIII. Meetings

1. Two meetings with the City of Riviera Beach to discuss the design and maintenance of the proposed light poles. The City will be the maintaining agency for the new light poles.

2. Two meetings with FP&L to discuss service points for the proposed light poles and use of existing lights during Construction phase.

3. One meeting with FEC.

4. One meeting with Palm Beach County.

5. Monthly progress meetings with FDOT.

IX. Design Submittals

There will be three submittals for this task work order, and they are as follows:

1. Constructability – 11/12/2019 (Tent.)

2. Biddability – 3/20/2020 (Tent.)

3. Production – 6/17/2020

All submittals and relevant design documentation will be in electronic format (.TXT, .PDF and .DWG/.DGN). All design files (Microstation: DGN; or Autocad: DWG; or AGi-32: AGI) will be submitted to the DEPARTMENT.

X. Final Deliverables

Final deliverables will include (and be compiled in a master zip file that will be submitted via FDOT’s File Transfer website):

1. Required Lighting Report(s) (Electronically Sealed) and Backup Documentation,

2. Final Lighting Plans (Electronically Sealed), and

i. Refer to the attached staffhours for a breakdown of the lighting component items.

3. Administrative folder containing required production items (including all required maintenance agreements).

Post Design Services will be part of a separate Task Work Order.