CN-550000-CAV95-W0020000.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

$53,641.84

$0.00

(name) (title)

Frank Paruas, PSM

$53,641.84

Remaining Funds: $197,422.63

Total authorizations to date (including this one):

Departmental Approval:

$23,663.48 Estimate

Mapping Services $29,978.36 Estimate

451579-2 TSMA Palm Beach Co SUE Services (28 THs)

451579-3 TSMA Palm Beach Co R/W Mapping

(19 parcel sketches & descriptions and 1 Maint. Map)

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:

$53,641.84

(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

$125,320.58

(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 451579 2 32 01

Docusign Envelope ID: A1396460-E733-48E6-B9EF-17B9D142CFA7

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: $53,641.84

Financial Project: 45157923201

Work Activity (FCT): 119

CFDA:

Fiscal Year: 2025

Budget Entity: 55100100

Category/Category Year: 088849/25

Amendment ID: W002

Sequence: 00

User Assigned ID: TWO 5

Enc Line (6s)/Status: 0003/04

Total Amount: $53,641.84

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 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.: 4515799-2 State Road: NA County/Zip Code: Palm Beach County CITS Work Order No.: 05

Requested By: Claudia Vinitskiy-Calvo, PE Limits: N. Federal Highway and NE 20 Street (Site 20)

GPI Geospatial Proposal No. 2400368.05

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 29 (VVHs) as described here. Perform up to 28 (VVHs) at the intersection of SR 5 (N. Federal Highway and NE 20th Street) , Palm Beach County, see Signalization Plan – VVH, Sheet T-2.

Perform One (1 VVH) at the intersection of SR 5 (N. Federal Highway and NE 8th Street) , Palm Beach County, see Signalization Plan – VVH, Sheet T-4.

Designate Site, STA 101+75.00 to SRA 101+85.00, as per Signalization Plan – VVH, Sheet T-13.

GPI will locate the X, Y, and Z, of each VVH to prepare the UTVHRD Table and to update the SURVRD file for both sites. GPI will typically perform a pattern of VVHs within a 5' radius of the proposed location, one of which will be at the proposed location (center of the proposed structure) for clearance purposes. Prepare the UTVHRD table and update the SURVRD files.

The attached Signalization Plan Sheet T-2, T-4 and T-13 provides detailed information for the VVHs locations.

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

Proposal No. 2400368.05 TSMA Projects Site 20 Palm Beach County FPID 451579-2

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

Updated the SURVRD file for all sites involved, adding the VVH information and updating the previously designated utility lines.

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

Fees GPI Geospatial Inc. …… $ 23,663.48 Total Fees …………............ $ 23,663.48

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 Palm Beach County, Site 20 Consultant Name: GPI Geospatial, Inc.

County: Palm Beach Consultant No.: 2400368.05 FPN: 451579-2 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) 25 1 2 3 12 7 0 0 0 0 0 0 0 25 $4,407 $176.26

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 25 1 2 3 12 7 0 0 0 0 0 0 0 25 Total Staff Cost $351.69 $529.48 $750.27 $1,852.20 $922.88 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4,406.52 $176.26

Check = $4,406.52 Survey Field Days by Subconsultant SALARY RELATED COSTS: $4,406.52 4 - Person Crew: SUR Crew Chief Home 0 126.02$ / 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 64 136.77$ / hour $8,753.28 SUR SUE Techiniccian 1 Home 64 80.11$ / hour $5,127.04 SUR Rod Person Home 64 84.01$ / hour $5,376.64

SUBTOTAL ESTIMATED FEE: $19,256.96

Geotechnical Field and Lab Testing $0.00

SUBTOTAL ESTIMATED FEE: $23,663.48

Optional Services $0.00

GRAND TOTAL ESTIMATED FEE: $23,663.48

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

VVHS for SITE 20 IN Palm Beach County.

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

N. Federal Highway and NE 20 Street (Site 20)

2400368_451576-9 PB County Site Surveys_VVHS_T2_T4_T13_SHE.xlsx Fee Sheet - Prime Page 5 of 1 3/17/2025 7:07 PM

27. Survey

TSMA Project at Palm Beach County, Site 20

451579-2

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

Estimator:

Frank Paruas, PSM

Evan Bain, P.S.M.

Print NameRepresenting Signature / Date

FDOT District

Consultant Name

2400368_451576-9 PB County Site Surveys_VVHS_T2_T4_T13_SHE.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 1.00 0.50 0.50 0.00 0.00 0.00 0.00

Locates Point 29 0.167 4.84 0.50 2.42 3.00 14.53

Survey 25% 5.34 1.34 0.50 0.67 3.00 4.01

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

Perform 29 (VVHs) as described here. Perform up to 28 (VVHs) at the intersection of SR 5 (N. Federal Highway and NE 20th Street) , Palm Beach County, see Signalization Plan – VVH, Sheet T-2.

Perform One (1 VVH) at the intersection of SR 5 (N. Federal Highway and NE 8th Street) , Palm Beach County, see Signalization Plan – VVH, Sheet T-4.Designate Site, STA 101+75.00 to SRA 101+85.00, as per Signalization Plan – VVH, Sheet T- 13.GPI will locate the X, Y, and Z, of each VVH to prepare the UTVHRD Table and to update the SURVRD file for both sites. GPI will typically perform a pattern of VVHs within a 5' radius of the proposed location, one of which will be at the proposed location (center of the proposed structure) for clearance purposes. Prepare the UTVHRD table and update the SURVRD files. The attached Signalization Plan Sheet T-2, T-4 and T-13 provides detailed information for the VVHs locations.

2400368_451576-9 PB County Site Surveys_VVHS_T2_T4_T13_SHE.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

27.18 Geotechnical Support Units/Day

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

7 0.125 0.83

27.28 Vegetation Survey

LS 0

27.29 Tree Survey

LS 0

27.30 Miscellaneous Surveys

0.00 0.00 0.00

Crew Days 8 Field

Support Hours

Office

Support Hours

27.31 Supplemental Surveys THE % FOR SUPPLEMENTAL WILL BE DETERMINED AT NEGOTIATIONS. THIS

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

Survey Subtotal

2400368_451576-9 PB County Site Surveys_VVHS_T2_T4_T13_SHE.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

8 0 0 0

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% 1

27.36 Supervision LS

5% 1

27.37 Coordination LS

3% 1

Crew Days 8 Field

Support Hours

Office

Support Hours

SPLS =

PLS =

Office Support = Total Hours = 25

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

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

SURVEYOR

27. Survey Total

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)

PM Attendance at Meeting Required?

Local Governments (cities, counties)

Technical Meetings

Kickoff Meeting with FDOT

Baseline Approval Review

Network Control Review

2400368_451576-9 PB County Site Surveys_VVHS_T2_T4_T13_SHE.xlsx

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

F

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ID

A 'S

/1

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:4

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P

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

\4

\r o a d w a y

\K E

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LOCATION OF PROJECT

SIGNALIZATION

SIGNING AND PAVEMENT MARKING

ROADWAY

FINANCIAL PROJECT ID 451579-2-52-01

PALM BEACH COUNTY (93010, 93050, 930201, 93080, 93020, 93001)

TSMA REPLACEMENT PROJECT PALM BEACH COUNTY

T H

E O

F F

I C

I A

L R

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O R

D O

F T

H I S

S H

E E

T I

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H E

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T R

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F I L

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I G

I T

A L

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S I G

N E

D A

N D

S E

A L

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U N

D E

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F

.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

T0000 26 T-1

PALM BEACH LAKES BLVD, BLUE HERON BLVD, BROADWAY AVE, PGA BLVD)

STATE ROAD NO. 5, 805, I-95, A1A, 786 (FEDERAL HWY, DIXIE HWY, N. QUADRILLE BLVD, http://tinyurl.com/38x6f26ePROJECT LOCATION URL:

BEGIN MP 6.040 - END MP 6.080

BEGIN MP 12.860 - END MP 12.900

BEGIN MP 1.120 - END MP 1.150

BEGIN MP 1.020 - END MP 1.070

BEGIN MP 0.580 - END MP 0.630

BEGIN MP 3.580 - END MP 3.610

BEGIN MP 2.245 - END MP 2.305

NONE

NONE

NONE

PROJECT LIMITS:

EXCEPTIONS:

BRIDGE LIMITS:

RAILROAD CROSSING:

12/09/2024

CONSTRUCTABILITY ENGINEERING

SHEET DESCRIPTIONSHEET NO.

(FOR INFORMATION ONLY)

INSTALLATION STANDARDS AND DETAILS 2024

PALM BEACH COUNTY TRAFFIC SIGNAL

LOOP LEAD-IN DETAIL, VIDEO DETECTION ZONE DETAIL

INDUCTANCE LOOP DETECTOR SPLICING DETAIL,T-11.1

STOP BAR LOOPS AND ADVANCE LOOPST-11

ATX40 CABINET-FOUNDATION DETAIL, GROUND ROD ARRAY T-9.1

POWER SOURCE METER AND BREAKER BOX STUB POLE DETAILT-6.3

STANDARD SYMBOLST-4

COVER - TABLE OF CONTENTST-1

GUIDE SIGN WORKSHEETT-22 - T-25

STANDARD MAST ARM ASSEMBLIES DATA TABLET-21

STANDARD MAST ARM TABULATIONT-19 - T-20

SIGNALIZATION PLANT-4 - T-18

GENERAL NOTEST-3

SIGNATURE SHEETT-2

KEY SHEETT-1

SUE REQUEST

1473 1474

P T

S

T A

.0

WATER

WATER

WATER

W A T E R

SD

MH

ELEC

U

MH

S D

W A T E R

M H

B A C K

F L O

W

WATER

M H

M H

W A T E R

A

A

C

7/4

3/8

OD-5

OD-5

OD-2

OD-2

O D

O D

O D

OD-6

OD-6

OD-6

OD-1

O D

O D

O D

B

V

V

V

V

V4

V6

V4

V2

R

R1

C

A10

B10

C10

D10

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

ROAD NO. FINANCIAL PROJECT IDCOUNTY

451579-2-52-01

PALM BEACH

SR 533172 FL, DORAL

8935 NW 35 LN, SUITE 200

CHA CONSULTING, INC.

99103LICENSE NUMBER:

HECTOR A. VARGAS PUTIGNANO, P.E.

T H

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ENGINEER OF RECORD

SIGNALIZATION PLAN

T-4

LOCATION ID 10_NE MIZNER BLVD NE 8 ST : V:\Projects\DOTs\10_12\FDOT\45157925201\Signalization\PLANSG010.dgn

1:41:31 PM3/11/20259179

SIGNAL HEAD & SIGN DETAILS

3 AS

3-SECT., 1-WAY

7 AS

3-SECT., 1-WAY

650-1-14 650-1-14

4 EA

R10-3e (MOD.)

2 EA700-5-22

STRUCTURE NUMBER: 93M032 S.R. 5/FEDERAL HIGHWAY AT NE MIZNER BLVD.

N

10 40

Feet

ID NO. 12

(RIGID)

ILLUMINATED SIGNS

PROP. INTERNALLY LED

1 EA

R10-3e (MOD.)

R/W LINE

R/W LINE

STA. 1472+35.88, (48.52' RT.)

MODEL (NEMA TS-2)

PROP. CONTROLLER CABINET

(TO BE REMOVED)

EXIST. PEDESTRIAN PEDESTALS

R/W LINE

R/W LINE

(TO BE REMOVED)

EXIST. PEDESTRIAN PEDESTALS

STA. 1472+35.88, (47.48' RT.)

PROP. PEDESTRIAN PEDESTAL

42 86

(TO BE REMOVED)

EXIST. PEDESTRIAN PEDESTALS

P2

P4

P4

P6

P6

P8

P8

P2

(TO BE REMOVED)

EXIST. PEDESTRIAN PEDESTAL

(TO BE REMOVED)

EXIST. CONTROLLER

(TO REMAIN)

WITH METER

EXIST. DISCONNECT

BL SURVEY 10

2 AS

5-SECT., 1-WAY

650-1-19

7/43/8

STA. 1473+62.44, (35.36' RT.)

PROP. PEDESTRIAN PEDESTAL

STA. 1473+49.42, (44.50' RT.)

PROP. PEDESTRIAN PEDESTAL

STA. 1473+59.14, (88.84' LT.)

PROP. PEDESTRIAN PEDESTAL

STA. 1472+43.50, (84.39' LT.)

PROP. PEDESTRIAN PEDESTAL

S34°25'50"WARM BEARING =

ARM LENGTH = 40'

(100.00 LT.)

STA. 1473+42.62,

PROP. MAST ARM

(TO BE REMOVED)

EXIST. MAST ARM

COUNT-DOWN

PED. SIGNAL

1-SECT., 2-WAY

2 AS

653-1-12

P2 P8

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

4 AS

653-1-11

P4 P6P2

MIZNER BLVD

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

FEDERAL HWY

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

SW CORNER

NE CORNER

NE CORNER

NW CORNER

PROP. CCTV CAMERA

ARM BEARING = S55°35'07"E

ARM LENGTH = 50'

STA. 1472+24.17, (74.62' LT.)

PROP. MAST ARM

ARM BEARING = N30°48'29"E

ARM LENGTH = 50'

STA. 1472+50.52, (65.66' RT.)

PROP. MAST ARM

ARM BEARING = N60°36'11"W

ARM LENGTH = 70'

STA. 1473+86.32, (35.59' RT.)

PROP. MAST ARM,

1 EA700-5-22

(RIGID)

ILLUMINATED SIGNS

PROP. INTERNALLY LED

1 EA700-5-22

(RIGID)

ILLUMINATED SIGNS

PROP. INTERNALLY LED

(TO REMAIN)

EXIST. SERVICE POINT

4EA

5EA

8EA

635-2-14

646-1-11

665-1-11

660-4-12 4EA

660-3-12 1EA

SERVICE POINT ITEMS

635-2-14 4EA

639-2-1

639-2-6 146LF

133LF

CONTROLLER ITEMS

635-2-14 5EA

CONDUIT AND CABLE ITEMS

630-2-12 514LF

632-7-1 1PI

632-7-6 1PI

MAST ARM ITEMS

635-2-14

635-2-14 4EA

PULLBOX ITEM

649-21-6 2EA

660-4-11 1EA

PEDESTRIAN ITEMS

649-21-15 1EA

7EA646-1-60

649-26-3 4EA

VIDEO DETECTOR ASSIGNMENT:

UNIT #

DETECTOR

V-2

OPERATION

DETECTOR

MOVEMENT

ASSIGNED TO

PRESENCE 2,5

V-4 PRESENCE 4

V-6 PRESENCE 6

V-8 PRESENCE

649-21-3 1EA

676-2-111

1EA682-1-163

CCTV ITEMS

1EA

9EA

670-5-110 1AS

3,8

NW CORNER

1 PED, 1 CCTV

1 VIDEO, 2 SIGNAL

8 RUN @ 121 LF

1 CCTV

1 VIDEO, 1 SIGNAL

3 RUN @ 12 LF

1 PED

1 RUN @ 12 LF

1 SIGNAL, 1 VIDEO, 1 PED

3 RUN @ 106 LF

1 PED

1 RUN @ 31 LF

1 PED

1 SIGNAL, 1 VIDEO

4 RUN @ 116 LF

1 PED

1 RUN @ 39 LF

1 SIGNAL, 1 VIDEO

2 RUN @ 26 LF

1 RADAR

1 SIGNAL, 1 VIDEO

3 RUN @ 16 LF

R-1

UNIT #

DETECTOR

MOVEMENT

ASSIGNED TO

670-5-600 1AS

660-3-11 4EA

684-1-1

2 EA

R10-3e (MOD.)

NE 8 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

R Y G R Y G G GYR Y

PULL BOX

LEGEND:

V VIDEO VEHICLE DETECTION

VIDEO DETECTION ZONE

CONDUIT - DIRECTIONAL BORE

V#

R RADAR DETECTION R#

SE CORNER

CBAM N

M

P2

P8

O

P6

N P4

M

P2

O

M

P4

O

P1

P2

P3

P4

P5

P1

N

P8

P6

M

P2

P3

P5

P4

S.R. 5 / FEDERAL HIGHWAY

E

M I Z

N E

R

B L

V D

N E

T

H

S T

(1) VVH #1 (W) (UNK.)

STA: 1473+86.32, 35.59' RT

100 101 102 103100100100

11 11

12B

12B

12A

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

I-9533172 FL, DORAL

8935 NW 35 LN, SUITE 200

CHA CONSULTING, INC.

99103LICENSE NUMBER:

HECTOR A. VARGAS PUTIGNANO, P.E.

T H

E O

F F

IC

IA

L R

E C

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

E R

R U

L E

G

-2

.0

F

.A .C

SIGNALIZATION PLAN

T-13

LOCATION ID 130_PALM BEACH LAKES BLVD - EXTENTION : V:\Projects\DOTs\10_12\FDOT\45157925201\Signalization\PLANSG0130.dgn

11:28:41 AM3/11/20258177

N 10 40

Feet

STRUCTURE NUMBER: 93M149 I-95/SOUTHBOUND OFF RAMP AT PALM BEACH LAKES BLVD ID NO. 26030

(TO REMAIN)

EXIST. PEDESTRIAN PEDESTAL

P14 P14

P15

P15

P16 P16

(TO REMAIN)

EXIST. SERVICE POINT

1 ELECTRICAL

1 RUN @ 200 LF

(TO REMAIN)

EXIST. CONTROLLER CABINET

(TO REMAIN)

EXIST. DUAL MAST ARM

(TO REMAIN)

EXIST. DUAL MAST ARM

(TO REMAIN)

EXIST. PEDESTRIAN PEDESTAL

STA. 101+78.28, 85.31' LT

SERVICE DISCONNECT

PROP. FPL-D

(TO BE REMOVED)

ON CONCRETE POLE

EXIST. SERVICE DISCONNECT

(TO REMAIN)

EXIST. PEDESTRIAN PEDESTAL

(TO REMAIN)

EXIST. PEDESTAL MOUNTED SIGNAL

(TO REMAIN)

EXIST. PEDESTRIAN PEDESTAL

SIGNAL HEAD & SIGN DETAILS

12A

(TO REMAIN)

EXISTING

3-SECT., 1-WAY

G

Y

R

(TO REMAIN)

EXISTING

3-SECT., 1-WAY

G

Y

R

G

Y

R

(TO REMAIN)

EXISTING

3-SECT., 1-WAY

(TO REMAIN)

EXISTING

1- SECT., 1 WAY

COUNT-DOWN

PED. SIGNAL

(TO REMAIN)

EXISTING

1- SECT., 2 WAY

COUNT-DOWN

PED. SIGNAL

P15 P14 P15 P16P14

M

(TO REMAIN)

EXISTING

(TO REMAIN)

EXISTING

PUSH

BUTTON

TO

CROSS

I-95 RAMP

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

12B

SERVICE POINT ITEMS

635-2-14 6EA

639-2-1

639-2-6 197LF

200LF

CONTROLLER ITEM

635-2-14 3EA

1 SIGNAL, 2 LOOPS

3 RUNS @ 247 LF

1 SIGNAL, 2 LOOPS

3 RUNS @ 171 LF

641-2-12 1EA

641-2-60 1EA

639-1-122 1AS

11 11 12A

12B

12B

A130

F130

E130

PULL BOX

LEGEND:

CONDUIT - DIRECTIONAL BORE

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

P14

P15

N

N

P16

M

P16

M

N

P14

N

P15

PALM BEACH LAKES BLVD.

PALM BEACH LAKES BLVD.

I-

O

R A

M P

I-

F

R A

M P

DESIGNATION SITE #1

STA 101+75.00 TO 101+85.00

[SCAN A 5 FEET RADIUS FROM

SERVICE DISCONNECT]

12" UNK.

CITY OF BOCA RATON

CITY OF BOCA RATON 8" UNK.

U N

K

C

IT

Y

O F

B

O C

A

R

A T

O N

12" VCP

CITY OF BOCA RATON 15" VCP

CITY OF BOCA RATON

V C

P C I T

Y

B

O C

A

R

A T

O N

V C

P C I T

Y

B

O C

A

R

A T

O N

" V

CP

CI

TY

OF

B

OCA

RATON

20" VCP

CITY OF BOCA RATON

HOTWIRE

LUMEN METRO

LUMEN METRO

LUMEN

COMCAST

LUMEN METRO

V E

R I Z

O N

C

T

6 FIBER CABLE

CITY OF BOCA RATON TRAFFIC

S I G

N A

L

C

A B

L E

C I T

Y

O F

B

O C

A

R

A T

O N

T

R A F F I C

SI

GNAL

CABLE

CI

TY

OF

B

OCA

RATON

TRAF

FI

C

FPL-D 13KV

FPL-

D

KV

WATER

SAN

WATER

SAN

C

SAN

SAN

C

WATER

SAN

SAN

WATER

M H

ELEC

M H

M H

ELEC

S D

L-2R

L-2

L-2

L-5

L-1

L-6

L- 6S

L- 6S

L

R

L

L

L

L

L-6

E

4R

7/4L

B

E

2R

5/2

C

E

6SR

6SL

A

E

8R

3/8

C

E

1517 1518

152015201520

R/W LINE

R/W LINE

R/W LINE

R/W LINE

PROP. MAST ARM

PROP. PEDESTRIAN PEDESTAL

PROP. MAST ARM

PROP. PEDESTRIAN PEDESTAL

PROP. MAST ARM

PROP. PEDESTRIAN PEDESTAL

PROP. PEDESTRIAN PEDESTAL

PROP. MAST ARM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

SR 533172 FL, DORAL

8935 NW 35TH LANE, SUITE 200

CHA CONSULTING, INC.

62866LICENSE NUMBER:

CECILIA VILLORIA, P.E.

T H

E O

F F

IC

IA

L R

E C

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

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IT

A

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Y S

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SIGNALIZATION PLAN - VVH

T-2

LOCATION ID 20_NE 20 ST US-1 : V:\Projects\DOTs\10_12\FDOT\45157925201\Signalization\VVH Request\PLANSG020.dgn

12:40:56 PM2/18/20258121

STRUCTURE NUMBER: 93M033 SR 5/FEDERAL HIGHWAY AT NE 20TH ST

N

10 40

Feet

ID NO. 07

ID NO. 09

BOCA RATON

CITY OF

P4

N E

T H

S

T

N FEDERAL HIGHWAY

NE

5TH

AVE.

N FEDERAL HIGHWAY

5 Total VVHs, One for GM, WM AND FOC respectively One for clearance. One for the south end of MA foundation Diameter.

3 Total VVHs, One for SAN and FOC respectively One for clearance.

5 Total VVHs, One for SAN, FOC AND Be respectively One for clearance. One for the south end of MA Diameter

5 Total VVHs, One for SAN, SAN BFOC AND Be respectively One for clearance. 3 Total VVHs, One for GM, AND FOC INVERT for SAN respectively One for clearance.

2 Total VVHs, One for BE One for clearance.

5 Total VVHs, One for SAN ANBD BFOC respectively One for clearance Two for the limits of the foundation diameter

28 VVHS TOTAL FOR

THIS INTERSECTION

(16) VVH#20-15 (CITY OF BOCA RATON) (BE)STA:

1518+79.60, 26.16' RT

(17) VVH#20-16 (CITY OF BOCA RATON) (SAN)

(18) VVH#20-17 (LUMEN) (BFOC)

STA: 1519+04.50, 23.60' RT

(13) VVH#20-12 (CITY OF BOCA RATON) (SAN)

(14) VVH#20-13 (CITY OF BOCA RATON) (BFOC)

(15) VVH#20-14 (CITY OF BOCA RATON) (BE)

STA: 1517+71.54, 58.00' RT

(11) VVH#20-10 (CITY OF BOCA RATON) (SAN)

(12) VVH#20-11 (CITY OF BOCA RATON) (BFOC)

STA: 1517+30.50, 73.40' RT

(8) VVH#20-8 (FPU) (GM)

(9) VVH#20-9 (CITY OF BOCA RATON) (BFOC)

(10) INVERT #1 (CITY OF BOCA RATON) (SAN)

STA: 1518+70.56, 76.15' LT

(4) VVH#20-4 (CITY OF BOCA RATON) (SAN)

(5) VVH#20-5 (CITY OF BOCA RATON) (SAN)

(6) VVH#20-6 (CITY OF BOCA RATON) (BE)

(7) VVH#20-7 (VERIZON) (BFOC)

STA: 1518+57.60, 89.00' LT

(1) VVH#20-1 (FPU) (GM)

(2) VVH#20-2 (CITY OF BOCA RATON) (WM)

(3) VVH#20-3 (CITY OF BOCA RATON) (BFOC)

STA: 1517+42.50, 77.60' LT

451579-2-52-01/TSMA Replacement_Palm Beach County - Potential Conflict Matrix

Item # VVH # INVERT Facility UTILITY AGENCY / OWNER (UAO) Sheet Potential Conflict Location Type of Conflict VVH Completed

(YES/NO)

Utility

Disposition TCP Phase Notes

1 Site 20 - TH1 GM (B) FPU T-2 STA. 1517+42.50 OFFSET: 77.60' LT

CONFLICT WITH PROPOSED MAST

ARM

NO To Remain TBD VVH needed to adjust the design.

2 Site 20 - TH2 WM (B) CITY OF BOCA RATON - WATER T-2 STA. 1517+42.50 OFFSET: 77.60' LT

CONFLICT WITH PROPOSED MAST

ARM

NO To Remain TBD VVH needed to adjust the design.

3 Site 20 - TH3 BFOC (D) CITY OF BOCA RATON - TRAFFIC T-2 STA. 1517+42.50 OFFSET: 77.60' LT

CONFLICT WITH PROPOSED MAST

ARM

NO

To Be Relocated

TBD

4 Site 20 - TH4 SAN (B) CITY OF BOCA RATON - SEWER T-2 STA. 1518+57.60 OFFSET: 89.00' LT

CONFLICT WITH PROPOSED MAST

ARM

NO To Remain TBD

1.16-foot horizontal clearance to sanitary line north of proposed mast arm.

5 Site 20 - TH5 SAN (B) CITY OF BOCA RATON - SEWER T-2 STA. 1518+57.60 OFFSET: 89.00' LT

CONFLICT WITH PROPOSED MAST

ARM

NO To Remain TBD

1.90-foot horizontal clearance to sanitary line south of proposed mast arm.

6 Site 20 - TH6 BE (B) CITY OF BOCA RATON - TRAFFIC T-2 STA. 1518+57.60 OFFSET: 89.00' LT

CONFLICT WITH PROPOSED MAST

ARM

NO

To Be Relocated

TBD

7 Site 20 - TH7 BFOC (B) VERIZON T-2 STA. 1518+57.60 OFFSET: 89.00' LT

CONFLICT WITH PROPOSED MAST

ARM

NO

To Be Relocated

TBD

8 Site 20 - TH8 GM (B) FPU T-2 STA: 1518+70.56 OFFSET: 76.15' LT

CONFLICT WITH PROPOSED

PEDESTAL

NO To Remain TBD

9 Site 20 - TH9 BFOC (D) CITY OF BOCA RATON - TRAFFIC T-2 STA: 1518+70.56 OFFSET: 76.15' LT

CONFLICT WITH PROPOSED

PEDESTAL

NO To Relocated TBD

10 1 SAN (B) CITY OF BOCA RATON - SEWER T-2 STA: 1518+70.56 OFFSET: 76.15' LT

CONFLICT WITH PROPOSED

PEDESTAL

NO To Remain TBD

Verify depth and size of sewer line at Invert. No VVH needed.

11 Site 20 - TH10 SAN (B) CITY OF BOCA RATON - SEWER T-2 STA: 1517+30.50 OFFSET: 73.40' RT

CONFLICT WITH PROPOSED

PEDESTAL

NO To Remain TBD

12 Site 20 - TH11 BFOC (D) CITY OF BOCA RATON - TRAFFIC T-2 STA: 1517+30.50 OFFSET: 73.40' RT

CONFLICT WITH PROPOSED

PEDESTAL

NO

To Be Relocated

TBD

13 Site 20 - TH12 SAN (B) CITY OF BOCA RATON - SEWER T-2 STA. 1517+71.54 OFFSET: 58.00' RT

CONFLICT WITH PROPOSED MAST

ARM

NO To Remain TBD 4-foot horizontal clearance

14 Site 20 - TH13 BFOC (D) CITY OF BOCA RATON - TRAFFIC T-2 STA. 1517+71.54 OFFSET: 58.00' RT

CONFLICT WITH PROPOSED MAST

ARM

NO

To Be Relocated

TBD

15 Site 20 - TH14 BE (B) CITY OF BOCA RATON - TRAFFIC T-2 STA. 1517+71.54 OFFSET: 58.00' RT

CONFLICT WITH PROPOSED MAST

ARM

NO To Remain TBD

16 Site 20 - TH15 BE (B) CITY OF BOCA RATON - TRAFFIC T-2 STA. 1518+79.60 OFFSET: 26.16' RT

CONFLICT WITH PROPOSED

PEDESTAL

NO

To Be Relocated

TBD

17 Site 20 - TH16 SAN (B) CITY OF BOCA RATON - SEWER T-2 STA. 1519+04.50 OFFSET: 23.60' RT

CONFLICT WITH PROPOSED MAST

ARM

NO To Remain TBD 1.84-foot horizontal clearance

18 Site 20 - TH17 BFOC (B) LUMEN T-2 STA. 1519+04.50 OFFSET: 23.60' RT

CONFLICT WITH PROPOSED MAST

ARM

NO

To Be Relocated

TBD

LEGEND:

BE = Buried Electric BFOC = Buried Fiber Optic WM = Watermain BT = Buried Telephone Cable or Duct BTV = Buried Cable Television FM = Sanitary Force main BTV = Buried Cable Television OE = Overhead Electric FOC = Fiber Optic Cable HDPE = High Density Polyethylene SAN = Sanitary Sewer GM = Gas Main FH = Fire Hydrant OFO = Overhead Fiber Optic PVC = Polyvinyl Chloride OT = Overhead Telephone SS = STORM SEWER PC= Permanent Conflict WC = Working Conflict RT = Right LT = Left

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.: 451579-3 State Road: NA County/Zip Code: Palm Beach County CITS Work Order No.: 09

Requested By: Claudia Vinitskiy-Calvo, PE Limits: Various Sites at Palm Beach County.

GPI Geospatial Proposal No. 2400368.09

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.

This project does include RW Maintenance Map 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.

Only one RW Maintenance Map will be prepared, due to that the two locations are on the same road, covered by the same and continuous BL of Survey.

Scope of Services

29.17 Maintenance Map Cover Sheet

Prepare the RW Maintenance Map Cover Sheet (Only one map will be prepared, both sites to be acquired are on the same road, covered by the same/continue BL of Survey).

29.18 Maintenance Map Key Sheet

Prepare the RW Maintenance Map Cover Sheet. (Only one map will be prepared, both sites to be acquired are on the same road, covered by the same/continue BL of Survey).

29.19 Maintenance Detail Sheet

Prepare the RW Maintenance Map Detail Sheets; two (2) Detail Sheets will be prepared.

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

PROPOSAL NO. 2400368.09 TSMA PROJECTS SKETCH AND LEGAL PALM BEACH COUNTY FPID 451579-3

29.23 Parcel Sketches

Prepare up to Nineteen (19) Parcel Sketches for eight different sites in Palm Beach County.

Nineteen (19) Parcel Sketches will be prepared and submitted to the department.

29.30 Legal Descriptions

Prepare up to Nineteen (19)Legal Descriptions for eight different sites in Palm Beach County.

Nineteen (19) Legal Descriptions will be prepared and submitted to the department.

29.36 Supplemental Mapping

Additional Title Search review and supplemental mapping.

Deliverables CADD files and pdf files of the each of the Nineteen (19) Sketch and Legal documents following D4 Standards.

CADD files and pdf files of the RW Maintenance Map.

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

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

Fees GPI Geospatial Inc. …… $ 29,978.36 Total Fees …………............ $ 29,978.36

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 Palm Beach County, Various Sites, Sketch and Legal and RW Maint. Map Consultant Name: GPI Geospatial, Inc.

County: Palm Beach Consultant No.: 2400368.07 FPN: 451579-3 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 180 5 9 18 81 67 0 0 0 0 0 0 0 180 $29,978 $166.55

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

Total Staff Hours 180 5 9 18 81 67 0 0 0 0 0 0 0 180 Total Staff Cost $1,758.45 $2,382.66 $4,501.62 $12,502.35 $8,833.28 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $29,978.36 $166.55

Check = $29,978.36 Survey Field Days by Subconsultant SALARY RELATED COSTS: $29,978.36 4 - Person Crew: SUR Crew Chief Home 0 126.02$ / 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: $29,978.36

Optional Services $0.00

GRAND TOTAL ESTIMATED FEE: $29,978.36

PARCEL SKETCHEs EIGHT SITES PALM BEACH

ONE RW MAINTENANCE MAP

Staff Classification Total Staff Hours From

"SH

Summary -

Firm"

SUR Chief Surveyor

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

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_451579-3 PB County Site Surveys_Sketch_Legal_RW Maint Map.xlsx Fee Sheet - Prime Page 3 of 1 3/14/2025 4:12 PM

TSMA Project at Palm Beach County, Various Sites, Sketch and Legal and RW Maint. Map 451579-3

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 1 8 0 0 0 Prepare the RW Maintenance Map Cover Sheet (Only one map will be prepared, both sites to be acquired are on the same road, covered by the same/continue BL of Survey).

29.18 Maintenance Map Key Sheet Sheet

(24" X 36") 1 Standard 8 0 0 0 Prepare the RW Maintenance Map Cover Sheet (Only one map will be prepared, both sites to be acquired are on the same road, covered by the same/continue BL of Survey)

29.19 Maintenance Map Detail Sheet Sheet

(24" X 36") 2 Standard 24 0 0 0 Prepare the RW Maintenance Map Detail Sheets; two (2) Detail Sheets will be prepared.

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 19 Simple 76 0 0 0 Prepare up to Nineteen (19) Parcel Sketches for eight different sites in Palm Beach County.

Nineteen (19) 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

Master CADD File

Sheet Files

Miscellaneous Surveys & Sketches

Task No. Task

Project Parameter Staff Hours

Estimator: Frank Paruas 29. Mapping Staff Hours

Representing Print Name

FDOT District Evan Bain, P.S.M.

Consultant Name Frank Paruas, PSM

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 0 0 0 0

29.29 Title Search Report LS 0 0 0 0 0

29.30 Legal Descriptions Parcel 19 Standard 38 0 0 0 Prepare up to 19 Legal Descriptions for eight different sites in Palm Beach County. 19 Legal Descriptions will be prepared and submitted to the department.

154 0 0 0

29.31 Quality Assurance/Quality Control % 1 5% 8 0 0 0

29.32 Supervision % 1 5% 8 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

16 0 0 0

29.35 Coordination % 1 3% 6 0 0 0

29.36 Supplemental Mapping LS 4 0 0 0 Additional Title Search review and supplemental mapping.

180 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

0Total Field Review Hours

Documentation

29.33 Mapping Meetings (listed below)

Mapping Non-Technical Subtotal

Mapping Total

Mapping Technical Subtotal