CN-550000-CAV95-W0010000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

TASK WORK ORDER FOR PROFESSIONAL SERVICES

375-030-25

PROCUREMENT

06/17

Consultant:

Address:

Date:

1/14/2030

*Limiting or Estimating/Budgeted Amount.

Distribution:

Consultant Acceptance:

Signature

Project Manager

$19,101.37

$0.00

(name) (title)

Frank Paruas, PSM

$19,101.37

Remaining Funds: $197,422.63

Total authorizations to date (including this one):

Departmental Approval:

$8,749.11 Estimate

Mapping Services $10,352.26 Estimate

TSMA Broward Co SUE Services (7 THs)

Mapping Services (9 parcel sketches & description)

GPI Geospatial Inc.

3051 E Livingston St Suite 300 Orlando, FL 32803

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

4/2/2025

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:

$19,101.37

(LS2) Lump sum paid based on % of completion

(LS2) Lump sum paid based on % of completion

Page 1 Total

Page 2 thru 6 Subtotal

Total

SUE Services

$71,678.74

(name) (title) Signature

Evan Bain, PSM District Surveyor & Mapper

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.:

CAV95 451576 2 32 01

Docusign Envelope ID: 32943DF6-C451-4259-9190-B13438DA4093

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

CAV95

4/2/2025

CONTRACT INFORMATION

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR JASON ADANK, CPA, COMPTROLLER ON 4/2/2025

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55043030454

Expansion Option: A1

Object Code: 131512

Amount: $19,101.37

Financial Project: 45157623201

Work Activity (FCT): 119

CFDA:

Fiscal Year: 2025

Budget Entity: 55100100

Category/Category Year: 088849/25

Amendment ID: W001

Sequence: 00

User Assigned ID: TWO 4

Enc Line (6s)/Status: 0002/04

Total Amount: $19,101.37

Contract: CAV95

Contract Type: CA - ENGINEERING (ENGINEER)

Vendor Name: GPI GEOSPATIAL, INC.

Vendor ID: F450535502005

Beginning Date of This Agreement: 01/15/2025

Ending Date of This Agreement: 01/14/2030

Contract Total/Budgetary Ceiling: bc = $5,000,000.00

Method of Procurement: C - REQUEST FOR PROPOSAL (287.55,F. S.)

Description: Continuing Services for Surveying, Mapping, and SUE

Page1 of 1

To: Evan.Bain@dot.state.fl.us

March 14, 2025

Evan Bain, P.S.M.

District Surveyor and Mapper Florida Department of Transportation – District IV Office Phone: (954) 777-4560 Email: evan.bain@dot.state.fl.us

SUBJECT: Contract FM No.: 448043-1-32-01

Contract No.: CAV95 Project FM No.: 451576-3 State Road: NA County/Zip Code: Broward CITS Work Order No.: 08

Requested By: Claudia Vinitskiy-Calvo, PE Limits: Various Sites at Broward County. Sites listed below:

GPI Geospatial Proposal No. 2400368.08

Dear Mr. Bain:

GPI Geospatial, Inc. (GPI) greatly appreciates this opportunity to provide FDOT District 4 (D4), hereafter referred to as the Client, with our proposal to perform professional Surveying & Mapping services as requested. The following proposal is based on our understanding of the scope of work.

Project Description GPI will prepare sketch and legal descriptions for Permanent and Temporary Easements. The legal descriptions per sites are listed below.

This project does not include RW Maintenance Maps and/or Permanent (Aerial) Easements.

All geospatial tasks will be performed in accordance with the current Standards of Practice for Surveying and Mapping in the State of FL.

Scope of Services

29.23 Parcel Sketches

Prepare up to Nine (9) Parcel Sketches for four different sites in Broward County. Nine (9) Perpetual Easements (PE).

A total of Nine (9) Parcel Sketches will be prepared and submitted to the department.

29.30 Legal Descriptions

Prepare up to Nine (9) legal descriptions for four different sites in Broward County. Nine (9) Perpetual Easements (PE).

A total of Nine (9) Legal Descriptions will be prepared and submitted to the department.

Deliverables CADD files and pdf files of the each of the Nine (9) Sketch and Legal documents following D4 Standards.

Provide signed and sealed (wet ink) documents for recoding purposes.

mailto:evan.bain@dot.state.fl.us

PROPOSAL NO. 2400368.06 TSMA Projects SKETCH AND LEGAL BROWARD COUNTY FPID 451576-3

Schedule The project will start immediately after receiving the Notice to Proceed.

Fees GPI Geospatial Inc. …… $ 10,352.26 Total Fees …………............ $ 10,352.26

Sincerely, Frank Paruas Frank Paruas, PSM Miami Survey Manager fparuas@gpinet.com 786-831-2251 mailto:fparuas@gpinet.com

ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT

Name of Project: TSMA Project at Broward County, Various Sites, Sketch and Legal Consultant Name: GPI Geospatial, Inc.

County: Broward Consultant No.: 2400368.08 FPN: 451576-3 Date: 3/14/2025 FAP No.: 54321 Estimator: Frank Paruas

SH Salary Average

By Cost By Rate Per

$351.69 $264.74 $250.09 $154.35 $131.84 $193.19 $141.42 $111.05 $123.09 $134.81 $85.97 $113.32 Activity Activity Task

27. Survey (Field & Office Support) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

28. Photogrammetry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

29. Mapping 62 2 3 6 28 23 0 0 0 0 0 0 0 62 $10,352 $166.97

30. Terrestrial Mobile LiDAR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

Total Staff Hours 62 2 3 6 28 23 0 0 0 0 0 0 0 62 Total Staff Cost $703.38 $794.22 $1,500.54 $4,321.80 $3,032.32 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10,352.26 $166.97

Check = $10,352.26 Survey Field Days by Subconsultant SALARY RELATED COSTS: $10,352.26 4 - Person Crew: SUR Crew Chief Home 0 126.02$ / Hour $0.00

SUR Intrument Operator Home 0 91.17$ / Hour $0.00 Notes: SUR Rod Person Home 0 84.01$ / Hour $0.00

1. This sheet to be used by Prime Consultant to calculate the Grand Total fee. EXPENSES: $0.00

2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden.

SUR SUE Techiniccian 3 Home 0 136.77$ / Hour $0.00 SUR SUE Techiniccian 1 Home 0 80.11$ / Hour $0.00 SUR Rod Person Home 0 84.01$ / Hour $0.00

SUBTOTAL ESTIMATED FEE: $0.00

Geotechnical Field and Lab Testing $0.00

SUBTOTAL ESTIMATED FEE: $10,352.26

Optional Services $0.00

GRAND TOTAL ESTIMATED FEE: $10,352.26

PARCEL SKETCH - FOUR SITES - BROWARD COUNTY

Staff Classification Total Staff Hours From

"SH

Summary -

Firm"

SUR Chief Surveyor

Home

SUR

Secretary/Cleri cal Home

SUR Mobile Survey

Operator Home

SUR Multi Engine

Aircraft Pilot Home

SUR Aerial Sensor

Operator Home

SUR Mobile Survey

Analyst 3 Home

SUR Mobile Survey

Analyst 2 Home

SUR Mobile Survey

Analyst 1 Home

SUR Senior Surveyor 2

Home

SUR Survey Project

Manager 3 Home

SUR Survey

GIS/SUE

Analyst 3

Home

SUR Survey

GIS/SUE

Analyst 2

Home

451576-3 Broward County Site Surveys_SLegal_Broward_SHE_TWO8.xlsx Fee Sheet - Prime Page 3 of 1 3/14/2025 3:34 PM

TSMA Project at Broward County, Various Sites, Sketch and Legal 451576-3

Signature / Date

NOTE: Signature Block is optional, per District preference

Documentation

Description Units Complexity Calculated Department Consultant Negotiated Provide documentation when negotiated hours differ from the calculated hours.

29.1 Alignment Length (Miles) 0.00 0 0 0 0

29.2 Section and 1/4 Section Lines Section 0 0 0 0 0

29.3 Subdivisions Block 0 0 0 0 0

29.4 Property Lines Tract 0 0 0 0 0

29.5 Existing R/W Length (Miles) 0.00 0 0 0 0

29.6 Topography Length (Miles) 0.00 0 0 0 0

29.7 Parent Tract Properties/Existing Easements Parcel 0 0 0 0 0

29.8 Proposed R/W Requirements Parcel 0 0 0 0 0

29.9 Limits of Construction Length (Miles) 0.00 0 0 0 0

29.10 Jurisdictional/Agency Lines Linear Mile 0.00 0 0 0 0

29.11 Control Survey Cover Sheet LS 0 0 0 0 0

29.12 Control Survey Key Sheet Sheet

(24" X 36") 0 0 0 0 0

29.13 Control Survey Detail Sheet Sheet

(24" X 36") 0 0 0 0 0

29.14 R/W Map Cover Sheet LS 0 0 0 0 0

29.15 R/W Map Key Sheet Sheet

(24" X 36") 0 0 0 0 0

29.16 R/W Map Detail Sheet Sheet

(24" X 36") 0 0 0 0 0

29.17 Maintenance Map Cover Sheet LS 0 0 0 0 0

29.18 Maintenance Map Key Sheet Sheet

(24" X 36") 0 0 0 0 0

29.19 Maintenance Map Detail Sheet Sheet

(24" X 36") 0 0 0 0 0

29.20 Reference Point Sheet EA 0 0 0 0 0

29.21 Project Control Sheet Sheet

(24" X 36") 0 0 0 0 0

29.22 Table of Ownerships Sheet Parcel 0 0 0 0 0

29.23 Parcel Sketches Parcel 9 Simple 36 0 0 0 Prepare up to Nine (9) Parcel Sketches for four different sites in Broward County. Nine (9) Perpetual Easements (PE). A total of Nine (9) Parcel Sketches will be prepared and submitted to the department.

29.24 TIITF Sketches Parcel 0 0 0 0 0

29.25 Other Specific Purpose Survey(s) EA 0 0 0 0 0

FDOT District Evan Bain, P.S.M.

Consultant Name Frank Paruas, PSM

Estimator: Frank Paruas 29. Mapping Staff Hours

Representing Print Name

Master CADD File

Sheet Files

Miscellaneous Surveys & Sketches

Task No. Task

Project Parameter Staff Hours

29.26 Boundary Survey(s) Map EA 0 0 0 0 0

29.27 R/W Monumentation Map Sheet

(24" X 36") 0 0 0 0 0

29.28 Title Search Map LS 0 Standard 0 0 0 0

29.29 Title Search Report LS 0 0 0 0 0

29.30 Legal Descriptions Parcel 9 Standard 18 0 0 0 Prepare up to Nine (9) legal descriptions for four different sites in Broward County. Nine (9) Perpetual Easements (PE). A total of Nine (9) Legal Descriptions will be prepared and submitted to the department.

54 0 0 0

29.31 Quality Assurance/Quality Control % 1 5% 3 0 0 0

29.32 Supervision % 1 5% 3 0 0 0

Meetings 0 0 0 0 0

Travel Time 0 0 0 0

29.34 Field Reviews (listed below) LS 0 0 0 0

6 0 0 0

29.35 Coordination % 1 3% 2 0 0 0

29.36 Supplemental Mapping LS 0 0 0 0

62 0 0 0 Carries to Summary Tab

Technical Meetings # Meetings Designer

Travel Time (Hours)

# Meetings

PM

Local Governments (cities, counties, MPO) 0 0 0

30/60/90/100% Comment Review Meetings 0 0 0

Utility Coordination 0 0 0

Other Meetings 0 0 0

Subtotal Technical Meetings 0 0 0 Progress Meetings (if required by FDOT) 0 0

Phase Review Meetings 0 0

Total Meetings 0 0

Field Reviews # of Staff Site Time (per staff)

Travel Time (per staff) Total Hours

Field Review #1 0 0 0 0 Field Review #2 0 0 0 0 Field Review #3 0 0 0 0 Field Review #4 0 0 0 0 Plans-in-hand Field Review 0 0 0 0

Mapping Technical Subtotal

Documentation

29.33 Mapping Meetings (listed below)

Mapping Non-Technical Subtotal

Mapping Total

Total Field Review Hours

March 17, 2025

Evan Bain, P.S.M.

District Surveyor and Mapper Florida Department of Transportation – District IV Office Phone: (954) 777-4560 Email: evan.bain@dot.state.fl.us

SUBJECT: Contract FM No.: 448043-1-32-01

Contract No.: CAV95 Project FM No.: 451576-2 State Road: NA County/Zip Code: Broward CITS Work Order No.: 04

Requested By: Claudia Vinitskiy-Calvo, PE / Mark Cissel, PE Limits: SR A1A at Commercial Blvd (Site 120)

GPI Geospatial Proposal No. 2400368.04

Dear Mr. Bain:

GPI Geospatial, Inc. (GPI) greatly appreciates this opportunity to provide FDOT District 4 (D4), hereafter referred to as the Client, with our proposal to perform professional Surveying & Mapping services as requested. The following proposal is based on our understanding of the scope of work.

Project Description GPI will perform vacuum excavation test holes to verify the location of existing underground utilities that could conflict with proposed Mast Arms and other structures.

GPI will typically be performing a pattern of VVHs within a 5' radius of the proposed location, one of which VVH will be on the proposed location (center of proposed structure) for clearance purposes, but it could be per the pdf attached per location.

All geospatial tasks will be performed in accordance with the current Standards of Practice for Surveying and Mapping in the State of FL.

Scope of Services

27.10 Underground Utilities

Perform up to eight (8) VVHS as detailed here. Seven (7) VVHs will be performed at the intersection of SR A1A and Commercial Boulevard, see Signalization Plan VVH Sheet T-10. One VVH will be performed at the intersection of SR 845/Powerline Road and NW 40th Court as per Signalization Plan VVH Sheet T-6. GPI will locate the X, Y, and Z, of each VVH to prepare the UTV Table and to update the SURVRD file for Site 120. GPI will typically be performing a pattern of VVHs within a 5' radius of the proposed location, one of which VVH will be on the proposed location (center of proposed structure) for clearance purposes. Additionally, GP will designate two locations as per Signalization Plan VVH Sheet T-4 and T-6.

mailto:evan.bain@dot.state.fl.us

Proposal No. 2400368.04 TSMA Projects Site 120 Broward County FPID 451576-2

Prepare the UTVHRD table and update the SURVRD files. Please see attached Signalization Plan Sheet T-10 with detailed information for the VVHs locations.

Deliverables These VVHs will be added to the table (UTVHRD) been prepared by GPI for this project.

Updated the SURVRD files for all the sites involved, add the VVHs and modify the utility lines.

Schedule The project will start immediately after receiving the Notice to Proceed.

Fees GPI Geospatial Inc. …… $ 8,749.11 Total Fees …………............ $ 8,749.11

Sincerely, Frank Paruas Frank Paruas, PSM Miami Survey Manager fparuas@gpinet.com 786-831-2251 mailto:fparuas@gpinet.com

ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT

Name of Project: TSMA Project at Broward County , Signalization Plan VVH Sheet T-4 and T-6 and T10 Consultant Name: GPI Geospatial, Inc.

County: Broward Consultant No.: 2400368.04 FPN: 451576-2 Date: 3/17/2025 FAP No.: 54321 Estimator: Frank Paruas

SH Salary Average

By Cost By Rate Per

$351.69 $264.74 $250.09 $154.35 $131.84 $193.19 $141.42 $111.05 $123.09 $134.81 $85.97 $113.32 Activity Activity Task

27. Survey (Field & Office Support) 9 0 1 1 4 3 0 0 0 0 0 0 0 9 $1,528 $169.75

28. Photogrammetry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

29. Mapping 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

30. Terrestrial Mobile LiDAR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DIV/0!

Total Staff Hours 9 0 1 1 4 3 0 0 0 0 0 0 0 9 Total Staff Cost $0.00 $264.74 $250.09 $617.40 $395.52 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,527.75 $169.75

Check = $1,527.75 Survey Field Days by Subconsultant SALARY RELATED COSTS: $1,527.75 4 - Person Crew: SUR Crew Chief Home 0 126.02$ / hour $0.00

SUR Intrument Operator Home 0 91.17$ / hour $0.00 Notes: SUR Rod Person Home 0 84.01$ / hour $0.00

1. This sheet to be used by Prime Consultant to calculate the Grand Total fee. EXPENSES: $0.00

2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden.

SUR SUE Techiniccian 3 Home 24 136.77$ / hour $3,282.48 SUR SUE Techiniccian 1 Home 24 80.11$ / hour $1,922.64 SUR Rod Person Home 24 84.01$ / hour $2,016.24

SUBTOTAL ESTIMATED FEE: $7,221.36

Geotechnical Field and Lab Testing $0.00

SUBTOTAL ESTIMATED FEE: $8,749.11

Optional Services $0.00

GRAND TOTAL ESTIMATED FEE: $8,749.11

VVHs Sheet T-4 and T-6.

SUR Senior Surveyor 2

Home

SUR Survey Project

Manager 3 Home

SUR Survey

GIS/SUE

Analyst 3

Home

SUR Survey

GIS/SUE

Analyst 2

Home

Various Sites

Staff Classification Total Staff Hours From

"SH

Summary -

Firm"

SUR Chief Surveyor

Home

SUR

Secretary/Cleri cal Home

SUR Mobile Survey

Operator Home

SUR Multi Engine

Aircraft Pilot Home

SUR Aerial Sensor

Operator Home

SUR Mobile Survey

Analyst 3 Home

SUR Mobile Survey

Analyst 2 Home

SUR Mobile Survey

Analyst 1 Home

2400368_451576-2 Broward County Site Surveys_VVHS_T4_T6_T10.xlsx Fee Sheet - Prime Page 5 of 1 3/17/2025 6:33 PM

27. Survey

TSMA Project at Broward County , Signalization Plan VVH Sheet T-4 and T-6 and T10

451576-2

NOTE: Signature Block is optional, per District preference

Task No. Task Units No of

Units Field Crew Days/Unit

Crew Days

Field Support Hours /

Crew Days

Field Support Hours

Office Support Hours /

Crew Days

Office Support Hours

Comments

27.1 Horizontal Project Control (HPC)

2-Lane Roadway Mile 0.00 0.00 0.00

Multi-lane Roadway Mile 0.00 0.00 0.00

Interstate Mile 0.00 0.00 0.00

27.2 Vertical PC / Bench Line

2-Lane Roadway Mile 0.00 0.00 0.00

Multi-lane Roadway Mile 0.00 0.00 0.00

Interstate Mile 0.00 0.00 0.00

27.3 Alignment and Existing R/W Lines

Mile 0.00 0.00 0.00

27.4 Aerial Targets Units/Day

2-Lane Roadway EA 0.00 0.00 0.00

Multi-lane Roadway EA 0.00 0.00 0.00

Interstate EA 0.00 0.00 0.00

27.5 Reference Points "A" Units/Day

2-Lane Roadway EA 0.00 0.00 0.00

Multi-lane Roadway EA 0.00 0.00 0.00

Interstate EA 0.00 0.00 0.00

Reference Points "B" Units/Day

Non Alignment Points/Approximate EA 0.00 0.00 0.00

Frank Paruas, PSM

Evan Bain, P.S.M.

Print NameRepresenting Signature / Date

FDOT District

Consultant Name

Estimator:

2400368_451576-2 Broward County Site Surveys_VVHS_T4_T6_T10.xlsx

27. Survey Page 2 of 5 3/17/2025

Task No. Task Units No of

Units Field Crew Days/Unit

Crew Days

Field Support Hours /

Crew Days

Field Support Hours

Office Support Hours /

Crew Days

Office Support Hours

Comments

27.6 Topography/DTM (3D)

Mile 0.00 0.00 0.00

27.7 Planimetric (2D)

Mile 0.00 0.00 0.00

27.8 Roadway Cross-Sections/Profiles

Mile 0.00 0.00 0.00

27.9 Side Street Surveys

Mile 0.00 0.00 0.00

27.10 Underground Utilities

Designates Mile/Site 2.00 0.25 0.50 0.50 0.25 3.00 1.50

Locates Point 8 0.167 1.34 0.50 0.67 3.00 4.01

Survey 25% 1.84 0.46 0.50 0.23 3.00 1.38

27.11 Outfall Survey

Mile 0.00 0.00 0.00

27.12 Drainage Survey Units/Day

EA 0.00 0.00 0.00

27.13 Bridge Survey

Minor / Major EA 0.00 0.00 0.00

27.14 Channel Survey

EA 0.00 0.00 0.00

27.15 Pond Site Survey

EA 0.00 0.00 0.00

27.16 Mitigation Survey

Mile 0.00 0.00 0.00

27.17 Jurisdiction Line Survey

Mile 0.00 0.00 0.00

27.18 Geotechnical Support Units/Day

Perform up to eight (8) VVHS as detailed here. Seven (7) VVHs will be performed at the intersection of SR A1A and Commercial Boulevard, see Signalization Plan VVH

Sheet T-10. One VVH will be performed at the intersection of SR 845/Powerline Road and NW 40th Court as per Signalization Plan VVH Sheet T-6. GPI will locate the X, Y, and Z, of each VVH to prepare the UTV Table and to update the SURVRD file for Site 120. GPI will typically be performing a pattern of VVHs within a 5' radius of the proposed location, one of which VVH will be on the proposed location (center of proposed structure) for clearance purposes. Additionally, GP will designate two locations as per Signalization Plan VVH Sheet T-4 and T-6.

Prepare the UTVHRD table and update the SURVRD files. Please see attached Signalization Plan Sheet T-10 with detailed information for the VVHs locations.

2400368_451576-2 Broward County Site Surveys_VVHS_T4_T6_T10.xlsx

27. Survey Page 3 of 5 3/17/2025

No. Task Units No of

Units Field Crew Days/Unit

Crew Days

Field Support Hours /

Crew Days

Field Support Hours

Office Support Hours /

Crew Days

Office Support Hours

Comments

EA 0.00 0.00 0.00

27.19 Sectional / Grant Survey

Corner 0.00 0.00 0.00

Mile 0.00 0.00 0.00

27.20 Subdivision Location

Block 0.00 0.00 0.00

27.21 Maintained R/W

Mile 0.00 0.00 0.00

27.22 Boundary Survey

EA 0.00 0.00 0.00

27.23 Water Boundary Survey

EA 0.00 0.00 0.00

27.24 R/W Staking / R/W Line

EA 0.00 0.00 0.00

Mile 0.00 0.00 0.00

27.25 R/W Monumentation

Point 0.00 0.00 0.00

27.26 Line Cutting

Mile 0.00

27.27 Work Zone Safety

2 0.125 0.29

27.28 Vegetation Survey

LS 0

27.29 Tree Survey

LS 0

27.30 Miscellaneous Surveys

0.00 0.00 0.00

Crew Days 3 Field

Support Hours

Office

Support Hours

27.31 Supplemental Surveys

3 0 0 0

Survey Subtotal

THE % FOR SUPPLEMENTAL WILL BE DETERMINED AT NEGOTIATIONS. THIS

ITEM CAN ONLY BE USED IF AUTHORIZED IN WRITING BY THE DISTRICT

SURVEYOR

2400368_451576-2 Broward County Site Surveys_VVHS_T4_T6_T10.xlsx

27. Survey Page 4 of 5 3/17/2025

No. Task Units No of

Units Field Crew Days/Unit

Crew Days

Field Support Hours /

Crew Days

Field Support Hours

Office Support Hours /

Crew Days

Office Support Hours

Comments

27.32 Document Research Units

27.33 Field Reviews Units

27.34 Technical Meetings LS

0.00 0

27.35 Quality Assurance / Quality Control LS

5% 0.3

27.36 Supervision LS

5% 0.4

27.37 Coordination LS

3% 0.0

Crew Days 3 Field

Support Hours

Office

Support Hours

SPLS =

PLS =

Office Support = Total Hours = 9

Units No of Units Hours/ Unit Total

Hours Number Comments

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

EA 0 0 0 0

0 0

EA 0 0 0 - -

EA 0 0 0 - -

0 0 Carries to 27.34 Carries to Tab 3

** Project Manager attendance at progress, phase and field review meetings are manually entered on General Task 3

PM Attendance at Meeting Required?

Local Governments (cities, counties)

Technical Meetings

Kickoff Meeting with FDOT

Baseline Approval Review

Network Control Review

Phase Review Meetings

Total Meetings Total PM Mtgs (carries to Tab 3)

Subtotal PM Meetings

Vertical Control Review

Final Submittal Review

Other Meetings

Subtotal Technical Meetings Progress Meetings (if required by FDOT)

27. Survey Total

2400368_451576-2 Broward County Site Surveys_VVHS_T4_T6_T10.xlsx

27. Survey Page 5 of 5 3/17/2025

F

LO

R

ID

A 'S

/1

/2

:4

:5

A M

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

SHEET DESCRIPTIONSHEET NO.

INDEX OF SIGNALIZATION PLANS

BEE LINE

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

CONTRACT PLANS COMPONENTS

CONTRACT NO.

CONSTRUCTION

NO.

SHEET

YEAR

FISCAL

CITY

LAKE

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY2024-25 Standard Specifications

GOVERNING STANDARD PLANS:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2024-25 Standard Plans for Road and

P

F D

O T

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\r o a d w a y

\K E

Y S

R D

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LOCATION OF PROJECT

GUIDE SIGN WORKSHEETT-14 - T-16

STANDARD MAST ARM ASSEMBLIES DATA TABLET-13

VIDEO DETECTION DETAILST-12

MAST ARM DETAILST-11

STANDARD MAST ARM TABULATION T-10

SIGNALIZATION PLANT-4 - T-9

GENERAL NOTEST-3

SIGNATURE SHEETT-2

KEY SHEETT-1

SIGNALIZATION

ROADWAY

FINANCIAL PROJECT ID 451576-2-52-01

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

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F I L

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.A .C

CLAUDIA VINITSKIY-CALVO, P.E.

FDOT PROJECT MANAGER:

ENGINEER OF RECORD:

SIGNALIZATION PLANS

8935 NW 35TH LANE, SUITE 200

DORAL, FLORIDA 33172

CONTRACT NO.: CAO32

HECTOR A. VARGAS PUTIGNANO, P.E.

P.E. LICENSE NUMBER 99103

CHA CONSULTING, INC.

VENDOR NO.: 16-0966259

SIGNALIZATION PLANS

(305) 928-6731

T-126T4734

N OCEAN BLVD, OAKLAND PARK BLVD, W HILLSBORO BLVD, COMMERCIAL BLVD)

STATE ROAD NO. A1A, 816, 810, 870 (N FORT LAUDERDALE BEACH BLVD,

BROWARD COUNTY (86050, 86090, 86120)

TSMA REPLACEMENT PROJECT BROWARD COUNTY

http://tinyurl.com/bdet8aucPROJECT LOCATION URL:

BEGIN MP 6.925 - END MP 6.985

BEGIN MP 3.224 - END MP 3.284

BEGIN MP 2.490 - END MP 2.510

BEGIN MP 2.670 - END MP 2.690

BEGIN MP 6.060 - END MP 6.090

BEGIN MP 10.290 - END MP 10.320

BEGIN MP 2.978 - END MP 3.038

NONE

NONE

NONE

PROJECT LIMITS:

EXCEPTIONS:

BRIDGE LIMITS:

RAILROAD CROSSING:

12/09/2024

CONSTRUCTABILITY ENGINEERING

SUE REQUEST

56 57

N49°08'21"E

C O

M M

S D

UPCOMING PROJECT FM# 436339-2-52-01)

(TO REMAIN PENDING CONSTRUCTION ON

DETECTOR AND SIGN

EXIST. PEDESTRIAN PEDESTAL,

UPCOMING PROJECT FM# 436339-2-52-01)

(TO REMAIN PENDING CONSTRUCTION ON

DETECTOR AND SIGN

EXIST. PEDESTRIAN PEDESTAL,

ARM BEARING = S40°51'39"E

ARM LENGTH = 36'

STA. 55+87.99, (37.42' LT.)

PROP. MAST ARM

ARM BEARING = N40°51'39"W

ARM LENGTH = 36'

STA. 56+53.71, (37.52' RT.)

PROP. MAST ARM

N E

T H S

T

R/W LINE

S.R. A1A / N. OCEAN BLVD.

R/W LINE

R/W LINE

� SURVEY 50

(TO REMAIN)

EXIST. RETAINING WALL

PROJECT FM# 436339-2-52-01))

CONSTRUCTION ON UPCOMING

(TO BE REMOVED PENDING

EXIST. STRAIN POLE

(TO BE REMOVED)

EXIST. CONTROLLER CABINET

UPCOMING PROJECT FM# 436339-2-52-01))

(TO BE REMOVED PENDING CONSTRUCTION ON

EXIST. STRAIN POLE

1 SIGNAL AND 2 SPARES

3 RUNS @ 71LF

1 SIGNAL, 1 VIDEO, 2 SPARES

4 RUNS @ 39LF

UPCOMING PROJECT FM# 436339-2-52-01))

(TO BE REMOVED PENDING CONSTRUCTION ON

EXIST. STRAIN POLE

UPCOMING PROJECT FM# 436339-2-52-01))

(TO BE REMOVED PENDING CONSTRUCTION ON

EXIST. STRAIN POLE

EXIST. SIGN (TO BE RELOCATED)

STA. 56+34.53, 38.48' RT

MODEL (CALTRANS)

PROP. CONTROLLER CABINET

STA. 56+71.26, 39.45' RT

DISCONNECT WITHOUT METER

PROP. FPL-D SERVICE

B50

A50

2A

P8

P8

606060

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

ROAD NO. FINANCIAL PROJECT IDCOUNTY

451576-2-52-01

BROWARD

SR A1A33172 FL, DORAL

8935 NW 35TH LANE, SUITE 200

CHA CONSULTING, INC.

99103LICENSE NUMBER:

HECTOR A. VARGAS PUTIGNANO, P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

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H

IS

S H

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T I

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T R

O N

IC

F

IL

E

D

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A

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F

.A .C

ENGINEER OF RECORD

SIGNALIZATION PLAN

T-4

LOCATION ID 50_SR A1A OCEAN BLVD : V:\Projects\DOTs\10_12\FDOT\45157625201\Signalization\PLANSG050.dgn

8:41:05 AM3/11/20258178

10 40

Feet

N

STRUCTURE NUMBER: 86M057 S.R. A1A/N. OCEAN BLVD. AT PEDESTRIAN CROSSING ID NO. 1483

4. EXISTING S.O.P. AND CONTROLLER TIMINGS ARE TO REMAIN.

PHASE 1 RECALL.

3. PHASE 2 ACTUATED.

MOVEMENT No. 2 AND 6, YELLOW.

2. FLASHING OPERATION:

- MINOR STREET: NE 4TH ST (POSTED SPEED: N/A)

- MAJOR STREET: S.R. A1A / N. OCEAN BLVD. (POSTED SPEED: 35 MPH)

1. POSTED SPEED LIMITS ARE AS FOLLOWS:

EXISTING S.O.P.

SIGNAL TIMING CHART

CONTROLLER OPERATIONS:

P8

P82

649-21-3 2EA

PHASE 2PHASE 1

R

Y

G

650-1-14

5 AS

3-SECT., 1-WAY

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

TO REMAIN

2 6 P8

TO REMAIN

EXIST. SIGN

N

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

PEDESTRIAN WALK

DETECTOR DELAY

PHASE RECALL

MAXIMUM GREEN 1

DIRECTION

CONTROLLER PHASE

EXISTING CONTROLLER TIMINGS

T

IM

IN

G

F U

N C

T

IO

N EXTENSION

INITIAL GREEN (MIN)

3.0

OFF

XPED

0.0

28 60

0.0

N/S

MAX

4.0

2.0

FLASH OPERATION

PERMISSIVE

PED. CLEARANCE 18

DARK

YELLOW

1 2 3 4 5 6 7 8

4,82,6MOVEMENT NUMBER

SIGNAL HEAD AND SIGN DETAILS

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

TO CROSS

PUSH BUTTON

SR A1A

SERVICE POINT ITEMS

635-2-11 8EA

639-1-122 1AS

639-2-1

639-2-6 389LF

377LF

CONTROLLER ITEMS

635-2-11

670-5-190 1AS

4EA

635-2-12 1EA

670-5-600 1AS

CONDUIT AND CABLE ITEMS

630-2-12 554LF

632-7-1 1PI

632-7-6 1PI

MAST ARM ITEMS

635-2-11 4EA

635-2-11 2EA

PULLBOX ITEM

641-2-70 4EA

STRAIN POLE REMOVAL ITEM

R

Y

G

650-1-14

1 AS

BRACKET

WITH ARTICULATED

3-SECT., 1-WAY

2A

MUNICIPALITY: POMPANO BEACH

639-1-123 1AS

641-2-60 1EA

SEE DETAIL "A"

DETAIL "A"

(TO REMAIN)

EXIST. SERVICE POINT

1 ELECTRICAL

1 RUNS @ 92LF37.89' RT.

STA. 59+08.01

WITH METER

SERVICE DISCONNECT

PROP. FPL-D

(TO BE REMOVED)

EXIST. SERVICE DISCONNECT

1 ELECTRICAL

1 RUNS @ 81LF

1 ELECTRICAL

1 RUNS @ 167LF

N

P8

N

P8

(TO EAST)

SOUTH SIDE

(TO SOUTH)

NORTH SIDE

One designation site.

DESIGNATION SITE #1

STA 59+03.00 TO 59+13.00

[SCAN A 5 FEET RADIUS FROM

SERVICE DISCONNECT]

O D

B

A B

A

OD-2

OD-2

OD-2

OD-5

OD-6

OD-6

OD-6

OD-1

OD-6

V3

V2

V1

V4

O D

C80

D80

V

V

V

V

494 495 496495

FPL-T

138KV TX

F P

L T

K

V T

X L

I N

E

FPL DIST. FIBER

OE 13KV

A T

T

O T F I B

E R

B T F I B

E R

AT&T BT

2-4" PVC

TECO

8" LINE

T E

C O

L

IN

E

COMCAST

C O

M C

A S

T

C O

M C

A S

T

M H

S A

N

E L

E C

ARM BEARING=

ARM LENGTHS=70'-50'

PROP. DUAL MAST ARM. EXIST. FOUNDATION TO BE REUSED.

EXIST. DUAL MAST ARM (TO BE REMOVED)

N W

T

H

C

T

S.R. 845 / POWERLINE RD.

R/W LINE

N W

H

C

N

W

C

T

R/W LINE R/W LINE

TO REMAIN

EXIST. CONTROLLER

(TO REMAIN)

EXIST. PED. PEDESTAL

(TO REMAIN)

EXIST. PED. PEDESTAL

(TO REMAIN)

EXIST. PED. PEDESTAL

(TO REMAIN)

EXIST. PED. PEDESTAL

TO REMAIN

DETECTOR AND SIGN

SIGNAL HEAD,

EXIST. PEDESTAL,

EXIST. SERVICE POINT

(TO BE REMOVED)

EXIST. SERVICE DISCONNECT

ARM BEARING=

ARM LENGTHS=70'-50'

TO BE REUSED.

EXIST. FOUNDATION

PROP. DUAL MAST ARM.

(TO BE REMOVED)

EXIST. DUAL MAST ARM

STA. 495+42.88, 42.34' RT

PROP. FPL-D SERVICE DISCONNECT

1 ELECTRICAL

1 RUN @ 128LF

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

451576-3-52-01

SR 84533172 FL, DORAL

CHA CONSULTING, INC.

99103LICENSE NUMBER:

HECTOR A. VARGAS PUTIGNANO, P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

H

IS

S H

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T I

S T

H E

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T R

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IC

F

IL

E

D

IG

IT

A

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SIGNALIZATION PLAN

T-6

LOCATION ID 80_POWERLINE RD AND NW 40 CT : V:\Projects\DOTs\10_12\FDOT\45157625201\Signalization\PLANSG080.dgn

8:41:11 AM3/11/20258178

10 40

Feet

N

STRUCTURE NUMBER: 86M545 S.R. 845/POWERLINE RD. AT NW 40TH CT. ID NO. 1601

REDYELLOWREDYELLOWFLASH OPERATION

YESYESPERMISSIVE

172917PEDESTRIAN CLEARANCE

777PEDESTRIAN WALK

DETECTOR DELAY

OFFMINOFFOFFMINOFFPHASE RECALL

2.02.02.02.02.02.0ALL-RED CLEARANCE

4.05.05.04.05.05.0YELLOW CLEARANCE

MAXIMUM GREEN II

255015255015MAXIMUM GREEN I

2.03.01.52.03.01.5VEHICLE EXTENSION (GAP)

61546154INITIAL GREEN (MINIMUM)

WBNBSBLWBSBNBLDIRECTION

865421PHASE NUMBER

865421

TIMING FUNCTION NUMBER

CONTROLLER PHASING

P2

P6

P2

P6

P8

- MINOR STREET: NW 40TH CT. (POSTED SPEED: N/A)

- MAJOR STREET: S.R. 845 / POWERLINE RD. (POSTED SPEED: 45 MPH)

1. POSTED SPEED LIMITS ARE AS FOLLOWS:

S.O.P.

SIGNAL TIMING CHART

CONTROLLER OPERATIONS:

P2

P6

P6

P2

P8

ILLUMINATED SIGNS

SINGLE-SIDE INTERNALLY

ILLUMINATED SIGNS

SINGLE-SIDE INTERNALLY

2 EA2 EA

700-5-22 700-5-22

SIGN DETAILS

A B

SIGNAL HEAD & PEDESTRIAN SIGNAL HEAD DETAILS

5-SECT., 1-WAY

4 AS

GYR Y G

650-1-18

3-SECT., 1-WAY

8 AS

YR G

650-1-14

COUNT-DOWN

PED. SIGNAL

TO REMAIN

1-SECT., 1-WAY

P442 P6 P8P2

4EA

9"X18"

FTP-68B-06

4EA

9"X18"

FTP-68B-06

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

TO CROSS

PUSH BUTTON

STEADY

TIMER

FLASHING

NW 40TH ST

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

TO CROSS

PUSH BUTTON

POWERLINE RD

TO REMAIN

MOVEMENT

ASSIGNED TO

V-2

V-1

UNIT #

DETECTOR

V-4

V-3 5, 2

660-4-12

SERVICE POINT ITEMS

635-2-11 4EA

639-1-122 1AS

639-2-1 639-2-6

131LF

641-2-6 1EA

CONTROLLER ITEMS

635-2-11

CONDUIT AND CABLE ITEMS

630-2-12 XXXLF

632-7-1 1PI

632-7-6 1PI

MAST ARM ITEMS

649-22-18

660-4-11

649-26-1

131LF

XEA

4EA

2EA

4EA

2EA

641-2-12 1EA

650-1-11 4AS

650-1-14 8AS

8 8

P8

P8

P6P6

P2 P2

M N

N

P6

N

P6

N

P2

N

P2

M

P8

M

P8

One VVH and designation site

DESIGNATION SITE #2

STA 495+43.26 TO 495+49.39

[SCAN A 5 FEET RADIUS FROM

SERVICE DISCONNECT]

(1) VVH #1 (CITY OF BOCA RATON)

(SAN)

STA: 495+43.15, 38.99'RT

WATER

ELEC

SD

SD

SD

SD

SD

WATER

SDSD

SD

SD

SD

VVVV

VVVV

VVVV

N °0

'1

"E

451 452 453

S84°55'57"E

V

OD-4R

OD-4

OD-7

OD-8

OD-8

O D

O D

O D

O D

V

OD-4R

OD-4

OD-7

OD-8

OD-8

O D

O D

O D

O D

R/W LINE

R/W LINE

R/W LINE

R/W LINE

PROP. MAST ARM

PROP. PEDESTRIAN PEDESTAL

PROP. PEDESTRIAN PEDESTAL

(TO BE REMOVED)

EXIST. MAST ARM

CONCRETE POLE

PROP. SERVICE DISCONNECT

� SURVEY 120

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

451576-2-52-01

SR A1A33172 FL, DORAL

CHA CONSULTING, INC.

62866LICENSE NUMBER:

CECILIA VILLORIA, P.E.

T H

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F F

IC

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L R

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O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

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SIGNALIZATION PLAN - VVH

T-10

LOCATION ID 120_ SR A1A AND COMMERCIAL BLVD : V:\Projects\DOTs\10_12\FDOT\45157625201\Signalization\VVH Request\PLANSG120.dgn

2:52:31 PM2/17/20258121

N 10 40

Feet

STRUCTURE NUMBER: 86M145 S.R. A1A/N. OCEAN DR. AT COMMERCIAL BLVD. ID NO. 1070

COMMERCIAL BLVD.

N O

C E

A N

D R

N O

C E

A N

D R

COMMERCIAL BLVD.

5 VVHs for Mast Arms clearances One VVH for Pedestal clearances

One VVH for unknown line

SEVEN (7) VVHs for this intersection

(1) VVH#120-1 (TRAFFIC SIGNAL) (BE)

STA: 451+72.00, 58.60' LT (2) VVH#120-2 (UNKNOWN)STA: 452+25.27,

160.60' LT

Table 1