CN-550000-CAV95-W0040000.pdf
PDF 2 MB Posted
- Contract number
- CAV95
- Issued by
- Florida
About this file
This document is a Task Work Order (TWO) issued by the Florida Department of Transportation (FDOT) to GPI Geospatial, Inc. for professional surveying and mapping services under Contract No. CAV95. The contract is specifically for a project on State Road 710 in Martin County, involving additional survey and mapping work from approximately 1,600 linear feet southeast of SR 714 to the FPL Plant Access Road.
The task work order authorizes GPI Geospatial to perform surveying services with a total compensation of $106,865.63, paid on a lump sum basis. The scope of work includes extracting 3D survey data using existing aerial LiDAR and imagery, performing traditional survey of obscure areas, updating the 3D survey of the SR 710 and SW Tommy Clemmens Street intersection, and surveying existing canals. The contract has a defined project period from January 15, 2025, to January 14, 2030, with the current task work order to be completed by January 14, 2030. The overall contract has a budgetary ceiling of $5,000,000 and was procured through a Request for Proposal method under Florida Statute 287.55.
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| CN-550000-CAV95-W0030000.pdf | ||
| CN-550000-CAV95-W0020000.pdf | ||
| CN-550000-CAV95-00010000.pdf | ||
| CN-550000-CAV95.pdf | ||
| CN-550000-CAV95-W0010000.pdf |
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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:
Task Work Order No.:
Contract No.: Payment FM No.:
CAV95 453333 2 32 01
$307,213.30
(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.
(LS2) Lump sum paid based on % of completion
Page 1 Total
Page 2 thru 6 Subtotal
Total
Mapping Services
GPI Geospatial Inc.
3051 E Livingston St
Suite 300
Orlando, FL 32803
(To be entered upon execution of T.W.O.)
6/17/2025
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:
$106,865.63
$106,865.63 Estimate
SR 710/Warfield Blvd
Survey - additional obscured areas
Signature
Project Manager
$106,865.63
$0.00
(name) (title)
Frank Paruas, PSM
$106,865.63
Remaining Funds: $141,906.72
Total authorizations to date (including this one):
Departmental Approval:
Consultant Acceptance:
Docusign Envelope ID: D581D240-99CE-475E-962C-864924030DB4
FLORIDA DEPARTMENT OF TRANSPORTATION
FUNDS APPROVAL
CAV95
6/17/2025
CONTRACT INFORMATION
FUNDS APPROVAL INFORMATION
FUNDS APPROVED/REVIEWED FOR JASON ADANK, CPA, COMPTROLLER ON 6/17/2025
Action: Task Work Order
Reviewed or Approved: APPROVED
Organization Code: 55043030454
Expansion Option: A1
Object Code: 131512
Amount: $106,865.63
Financial Project: 45333323201
Work Activity (FCT): 119
CFDA:
Fiscal Year: 2025
Budget Entity: 55100100
Category/Category Year: 088849/25
Amendment ID: W004
Sequence: 00
User Assigned ID: TWO 12
Enc Line (6s)/Status: 0005/04
Total Amount: $106,865.63
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
April 30, 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: Additional Areas for SR 710 from approximately ±800 LF southeasterly of SR 714 to FPL Plant Access Road GPI Geospatial, Inc. Proposal No. 2400638.12 SR 710 from approximately ±1,600 LF southeasterly of SR 714 to FPL Plant Access Road
SUBJECT: Contract FM No.: 448043-1-32-01 Contract No.: CAV95 Project FM No.: 453333-2-32-01 State Road: 710 County: Martin CITS Work Order No.: 12 Requested By: Robert Lopes, PE Limits: SR 714 to FPL Plant Access Rd
RE: Extraction of 3D Survey using existing aerial data, CADD Edit and Merging of File. Perform Survey of obscure areas and existing canals to be extended to the new project limits. Update the 3D Survey of the intersection of S.R. 710 and SW. Tommy Clemmens Street (approximately 2,000 LF) .
Dear Mr. Bain, GPI Geospatial, Inc., (GPI) greatly appreciates this opportunity to provide FDOT 4, hereafter referred to as the Client, with our proposal to perform professional geospatial services as requested. The following proposal is based on our understanding of the scope of work.
PROJECT DESCRIPTION
GPI will extend the existing DTM for this project to include additional area as shown on section limits below.
The additional areas will be extracted from GPI aerial LiDAR and Imagery data collected for this project.
Lateral limits. Please see the project limits below for lateral limits.
This effort will include performing traditional survey to locate the obscure areas shown within red polygons on the section limits.
The scope does not include the soundings of ponds and canal as shown within yellow polygons on the section limits.
GPI will merge all the new data with the previously submitted SURVRD file.
All geospatial tasks will be performed in accordance with the current Standards of Practice for Surveying and Mapping in the State of FL.
mailto:evan.bain@dot.state.fl.us
PROJECT LIMITS
The project limits for this site can be found below:
A. ADDITIONAL SURVEY AREA FROM STA 1121+00 TO STA 1160+00 (4,500 LF). EXTENDED
APPROXIMATELY 650LF FROM EDGE OF TRAVEL LANE.
Green Polygon shows the limits of the existing Survey.
Dark Blue Polygons show the new survey limits.
Red Polygons show the obscure areas to be surveyed under this task work order.
Purple Polygons show the Canal areas to be surveyed under this task work order.
A. ADDITIONAL SURVEY AREA FROM STA 1423+00 TO BEGINNING OF PROJECT. (APPROXIMATELY
13,500LF)
Green Polygon shows the limits of the existing Survey.
Dark Blue Polygons show the new survey limits.
Yellow Polygons show ponds areas that are not included in this estimate (ponds).
Purple Polygons show the Canal areas to be surveyed under this task work order.
North portion of Site 2
Middle portion of Site 2
South portion of Site 2
SIDE STREET’S LOCATION.
Site 1. Access Road.
Dark Blue Polygons show the new survey limits (to be extracted using existing aerial data)
Site 2. SW Tommy Clements St., and update 3D Survey approximate 2,000LF along SR 710.
Dark Blue Polygons show the new survey limits (to be extracted using existing aerial data) Cyan and Brown polygon show the Tommy Clemmens Intersection where new construction has recently been completed and new survey is required. The survey will be completed using traditional or terrestrial scanning methods.
Site 3 and 4. SW FP&L Access Road & SW Amarylis Ave.
SCOPE OF WORKS
TAB 27 SURVEY
27.1 Horizontal Project Control (HPC)
Establish secondary control to locate obscure areas. Secondary points will be controlled by performing double occupation GPS / RTK (Base-Rover Connection)
27.6 Topography/DTM (3D)
1. Perform a field survey of obscure and wet areas across the project limits. Surveys shall be conducted at intervals no greater than 100 to 125 linear feet (LF). A total of 15 working days will be allocated for the field survey of these obscure and wet areas.
2. Perform a detailed 3D Survey of S.R. 710 and SW Tomm Clemmens St. Intersection, approximately 2,000 LF. A total of three (3) days will be allocated for the field survey of this area. Prepare the 3D file to be merged into the project SURVRD master file.
27.14 Channel Survey
Perform a survey of the existing canals in the area. A Total of seven eight (8) canals will be surveyed. Based on existing conditions, surveys shall be conducted at intervals no greater than 100 to 125 linear feet (LF).
Prepare the survey files to merge into the existing SURVRD project master file.
TAB 28 PHOTOGRAPHY.
28.8 Surfaces (Digital Terrain Model)
Includes collection of spot elevations and break lines. Based on 34 Models for approximate 3.4 miles.
28.13 Topographic (3D)
Extract 3D features from existing point cloud and imagery. The extraction will extend to approximately 650 LF from the existing north edge of pavement of S.R. 710.
28.16 CADD Edits
Includes final edit of graphics for delivery of required electronic files.
28.17 Data Merging
Includes merging files from photogrammetry / LiDAR and field survey and data to prepare the final SURVRD file for the project.
DELIVERABLES
Mapping:
• File Format: DGN (ORD SURVRD) Reports:
• Signed and Sealed Project Report
• QA/QC Report
Exclusions
• Tree surveys (size, type, etc.)
SCHEDULE
The project will start immediately after receiving the Notice to Proceed.
FEES
See the FEE Sheet for detailed Project Cost Lump Sum: $ 106,865.63
Very truly yours, GPI Geospatial, Inc.
Frank Paruas Frank Paruas, PSM Regional Survey Manager
ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT
Name of Project: SR 710 Beeline Highway from approxiamte 1,600LF (±STA 47+00) of SR 714 to FPL Plant Consultant Name: GPI Geospatial, Inc.
County: Martin Consultant No.: 2400368.12 FPN: 453333-2 Date: 4/30/2025 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) 110 3 12 14 48 33 0 0 0 0 0 0 0 110 $19,493 $177.21
28. Photogrammetry 82 2 8 11 0 21 21 19 0 0 0 0 0 82 $15,085 $183.96
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 192 5 20 25 48 54 21 19 0 0 0 0 0 192 Total Staff Cost $1,758.45 $5,294.80 $6,252.25 $7,408.80 $7,119.36 $4,056.99 $2,686.98 $0.00 $0.00 $0.00 $0.00 $0.00 $34,577.63 $180.09
Check = $34,577.63 Survey Field Days by Subconsultant SALARY RELATED COSTS: $34,577.63 4 - Person Crew: SUR Crew Chief Home 240 126.02$ / hours $30,244.80
SUR Intrument Operator Home 240 91.17$ / hours $21,880.80 Notes: SUR Rod Person Home 240 84.01$ / hours $20,162.40
1. This sheet to be used by Prime Consultant to calculate the Grand Total fee.
2. Manually enter fee from each subconsultant. Unused subconsultant rows may be hidden.
SUR SUE Techiniccian 3 Home 0 136.77$ / hours $0.00 SUR SUE Techiniccian 1 Home 0 80.11$ / hours $0.00 SUR Rod Person Home 0 84.01$ / hours $0.00
SUBTOTAL ESTIMATED FEE: $72,288.00
Geotechnical Field and Lab Testing $0.00
SUBTOTAL ESTIMATED FEE: $106,865.63
Optional Services $0.00
GRAND TOTAL ESTIMATED FEE: $106,865.63
SUE
SUR Survey
GIS/SUE
Analyst 3
Home
SUR Survey
GIS/SUE
Analyst 2
Home
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
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
453333-2_SR 710_Additional Extraction_SHE.xlsx Fee Sheet - Prime Page 8 of 1 4/30/2025 12:58 PM
27. Survey
SR 710 Beeline Highway from approxiamte 1,600LF (±STA 47+00) of SR 714 to FPL Plant
453333-2
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 1.60 0.65 1.04 0.50 0.52 3.00 3.12
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 0.00 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:
Establish secondary control to locate obscure areas. Secondary points will be controlled by performing double occupation GPS / RTK (Base-Rover Connection)
Frank Paruas, PSM
Evan Bain, P.S.M.
Print NameRepresenting Signature / Date
FDOT District
Consultant Name
453333-2_SR 710_Additional Extraction_SHE.xlsx
27. Survey Page 2 of 8 4/30/2025
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 1.60 11.25 18.00 0.50 9.00 3.00 54.00
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 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Locates Point 0 0 0.00 0.00 0.00 0.00 0.00
Survey 25% 0.00 0.00 0.00 0.00 0.00 0.00
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 8.00 1.00 8.00 0.50 4.00 3.00 24.00
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 a survey of the existing canals in the area. A Total of seven eight (8) canals will be surveyed. Based on existing conditions, surveys shall be conducted at intervals no greater than 100 to 125 linear feet (LF). Prepare the survey files to merge into the existing SURVRD project master file.
1. Perform a field survey of obscured and wet areas across the project limits.
Surveys shall be conducted at intervals no greater than 100 to 125 linear feet (LF). A total of 15 working days will be allocated for the field survey of these obscured and wet areas. 2. Perform a detailed 3D Survey of SR 710 and SW Tomm Clemmens St.
Intersection, approximately 2,000 LF. A total of three (3) days will be allocated for the field survey of this area. Prepare the 3D file to be merged into the project SURVRD master file.
453333-2_SR 710_Additional Extraction_SHE.xlsx
27. Survey Page 3 of 8 4/30/2025
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
27 0.125 3.38
27.28 Vegetation Survey
LS 0
27.29 Tree Survey
LS 0
27.30 Miscellaneous Surveys
0.00 0.00 0.00
Crew Days 30 Field
Support Hours
Office
Support Hours
27.31 Supplemental Surveys
30 0 0 0
THE % FOR SUPPLEMENTAL WILL BE DETERMINED AT NEGOTIATIONS. THIS
ITEM CAN ONLY BE USED IF AUTHORIZED IN WRITING BY THE DISTRICT
SURVEYOR
Survey Subtotal
453333-2_SR 710_Additional Extraction_SHE.xlsx
27. Survey Page 4 of 8 4/30/2025
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
4.00 4
27.33 Field Reviews Units
27.34 Technical Meetings LS
0.00 0
27.35 Quality Assurance / Quality Control LS
5% 4
27.36 Supervision LS
5% 5
27.37 Coordination LS
3% 2
Crew Days 30 Field
Support Hours
Office
Support Hours
SPLS =
PLS =
Office Support = Total Hours = 110
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
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
453333-2_SR 710_Additional Extraction_SHE.xlsx
27. Survey Page 5 of 8 4/30/2025
28. Photogrammetry
Estimator: SR 710 Beeline Highway from approxiamte 1,600LF (±STA 47+00) of SR 714 to FPL Plant
453333-2
NOTE: Signature Block is optional, per District preference
Task No. Task Units No. of
Units Hour / Unit
Total Range Comments
PSM Data Compiler
Map/Data Editor
Ortho Analyst
Lab Processor
Flight Crew
Flight Preparation Frame 0 0 0 0.00 Flight crew only
Frame 0 0 0.00 0.00 Compiler only
Post ID Point 0 0 0.00 0.00 PSM only
Point 0 0 0.00 0.00 Complier only
Mobilization
Fixed Wing Hour 0 0 0 0.00 Flight crew only
Rotary Wing Hour 0 0 0 0.00 Flight crew only
Flight Operations
Fixed Wing Mile 0 0 0 0.00
Rotary Wing Mile 0 0 0 0.00
28.5 Photo Products Sheet 0 0 0 0.00
Hours
Consultant Name Frank Paruas, PSM
Representing Print Name
FDOT District Evan Bain, P.S.M.
Signature / Date
28.4
28.3
28.1
28.2
Control Point Coordination
453333-2_SR 710_Additional Extraction_SHE.xlsx
28. Photogrammetry Page 6 of 8 4/30/2025
No. Task Units No. of
Units Hour / Unit
Total Range CommentsHours
28.6 Lidar Mile 0 0 0.00 0.00 PSM only
Mile 0 0 0.00 0.00 Compiler only
Mile 0 0 0.00 0.00 Map/Data Editor only
Field Control Frame 0 0 0.00 0.00 PSM only
Frame 0 0 0.00 0.00 Compiler only
With Aerial GPS Control Frame 0 0 0.00 0.00 PSM only
Frame 0 0 0.00 0.00 Compiler only
Digital Elevation Model Model 0 0 0.00 0.00 Compiler only
Digital Terrain Model Model 0 0 0.00 0.00 Compiler only
28.9 Ortho Generation Image 0 0 0.00 0.00 Ortho Analyst only
28.10 Rectified Digital Imagery
(Georeferenced) Image 0 0 0.00 0.00
28.11 Mosaicking Image 0 0 0.00 0.00
28.12 Sheet Clipping Sheet 0 0 0.00 0.00 Map/Data Editor only
Sheet 0 0 0.00 0.00 Ortho Analyst only
28.13 Topographics (3D) Model 34 1.5 51.00 51.00 Compiler only
28.14 Planimetrics (2D) Model 0 0 0.00 0.00
Drainage Basin Sheet 0 0 0.00 0.00 Map/Data Editor only
Sheet 0 0 0.00 0.00 Ortho Analyst only
28.16 CADD Edit LS 25% 12.75 0.00 0.00 0.00 12.75 Enter in formula for CADD Edit
28.7
Aerial Triangulation
28.8
Surfaces
28.15
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28. Photogrammetry Page 7 of 8 4/30/2025
No. Task Units No. of
Units Hour / Unit
Total Range CommentsHours
Data Merging Model 34 0.3 10.20 10.20 Map/Data Editor only
Model 0 0 0.00 0.00 Compiler only
Miscellaneous LS 1 0 0.00 0.00 PSM only
LS 1 0 0.00 0.00 Compiler only
LS 1 0 0.00 0.00 Map/Data Editor only
LS 1 0 0.00 0.00 Ortho Analyst only
LS 1 0 0 0.00 Lab Processor only
LS 1 0 0 0.00 Flight Crew only
Field Reviews LS 1 0 0 PSM only
LS 1 0 0 Map/Data Editor only
28.20 Technical Meetings LS 0 0
28.21 Quality Assurance/Quality Control LS 5% 4 4
28.22 Supervision LS 5% 4 4
28.23 Coordination LS 0% 0 0
8 64 10 0 0 0 82 Check = 82
Units No of Units
Hours/ Unit
Total Hours Number Comments
EA 0 0 0 0
EA 0 0 0 0
0 0
EA 0 0 0 - -
EA 0 0 0 - -
0 0 Carries to 28.20 Carries to Tab 3
** Project Manager attendance at progress, phase and field review meetings are manually entered on General Task 3
Total PM Mtgs (carries to Tab 3)
Technical Meetings
Total Meetings Phase Review Meetings
Progress Meetings (if required by FDOT)
Subtotal Technical Meetings Subtotal PM Meetings
PM Attendance at Meeting Required?
Aerial Mapping Submittal Review
Other Meetings
28. Photogrammetry Total
28.18
Photogrammetry Technical Subtotal
28.19
Photogrammetry Nontechnical Subtotal
28.17
453333-2_SR 710_Additional Extraction_SHE.xlsx
28. Photogrammetry Page 8 of 8 4/30/2025
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