CN-550000-CAG87-S0020000.pdf

District Five Professional Services Office, 719 South Woodland Blvd. MS 4-524, Deland, Florida 32720, (386) 943-5526, www.fdot.gov

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

AMENDMENT TO

STANDARD PROFESSIONAL SERVICES AGREEMENT

375-030-97

PROCUREMENT

08/21

Amendment Number: 2 Amendment Execution Date:

Original Agreement No.: CAG87 Original Agreement Execution Date: 12/3/2021

Consultant Name: WBQ Design & Engineering, Inc.

FM Number(s): 447104-1-32-01

Agreement Description: SR 500 from SR 50 to SR 414 Ramps

Purpose of Amendment: Add Funds, Incorporate attachments to the contract

The terms of the original agreement referenced above are hereby amended:

The total maximum limiting amount of $2,500,646.00 for all services required under the original agreement and all supplements and amendments thereto is herein increased by $467,563.00. The revised total maximum limiting amount for all services is $2,968,209.00. The services specified in Exhibit “A”, Scope of Services of the original agreement are amended and attached as Exhibit "A".

The following attachments are hereby incorporated into this Amendment:

Exhibit “A”, Scope of Services, pages A-1 to A-8 Attachment No. 1, Summary of Compensation

Except as hereby modified, amended, or changed, all of the terms and conditions of said original agreement and any supplements and amendments thereto will remain in full force and effect.

IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed, the day and year first above written.

CONSULTANT STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

WBQ Design & Engineering, Inc.

Name of Consultant

BY: BY:

Name: Name: C. Jack Adkins

Title: Title: Director of Transportation Development

District Five

FOR DEPARTMENT USE ONLY

PROCUREMENT OFFICE REVIEW: LEGAL OFFICE REVIEW:

Procurement Office Legal Office

DocuSign Envelope ID: 9A375224-EB76-495E-96E0-8CF9ADCC8AD7

President

Derek Burke

11/28/2022 | 11:45 AM EST

Supplemental Agreement #2 August 5, 2022 A- 1 FPID: 447104-1-32-01

August 5, 2022 FDOT Contract # CAG87

EXHIBIT “A”

SCOPE OF SERVICES

FOR SUPPLEMENTAL AGREEMENT #2

Financial Project ID: 447104-1-32-01

SR 500

FROM SR 50 TO SR 414 RAMPS

FDOT District 5

ORANGE

DocuSign Envelope ID: 9A375224-EB76-495E-96E0-8CF9ADCC8AD7

August 5, 2022 A- 2 FPID: 447104-1-32-01

SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES

CONTRACT: Supplemental Agreement to FDOT Contract # CAG87

Financial Project ID: 447104-1-32-01

Federal Aid Project No.: D521-052-B

Roadway Id: 75020000 Begin milepost: 0.207 End milepost: 6.529

Project Description: SR 500 FROM SR 50 TO SR 414 RAMPS

PURPOSE

After the Design Analysis Recommendation Collaboration Meeting on Monday June 13, 2022, with FDOT, the Department has requested the additional safety improvements for SR 500 from SR 50 to SR 414 Ramps be study and implemented for the following safety enhancements due to crash data, including fatal crashes, with the project corridor limits.

The new design safety enhancement elements are as follows:

Lane Narrowing Speed Feedback Signs Enhanced Pavement Markings Horizontal Deflection Landscaping Buffered Bike Lanes Raised Pedestrian Crossings Sidewalk Connections Directional Median Openings Pedestrian Crossings with RRFB Mid-block crossings with PHB

The above design efforts will include following scope items below:

August 5, 2022 A- 3 FPID: 447104-1-32-01

WBQ Design & Engineering:

Project Activity:

3. PROJECT GENERAL TASKS

4. ROADWAY ANALYSIS

5. ROADWAY PLANS

6a. DRAINAGE ANALYSIS 6b. DRAINAGE PLANS

7. UTILIES

8. ENVIRONMENTAL PERMITS

19. SIGNING & MARKING ANALYSIS

20. SIGNING & MARKING PLANS

36. 3D MODELING

FBT:

9.11 Field Review two additional intersections, SR 500 at Silver Star and Shader Road

9.16 Coordination – Additional coordination for additional intersections and SR 500 bridges over Florida Central Railroad expansion joint replacements

13.2 Expansion contraction analysis, SR 500 bridges over Florida Central Railroad for expansion joint replacements on the existing asphalt overlaid bridges.

13.3 General Plan and Elevation sheet for SR 500 bridges over Florida Central Railroad showing expansion joint replacements and crash walls.

13.6 Miscellaneous Details - Expansion joint replacement detail sheet for SR 500 bridges over Florida Central Railroad.

13.55 Load ratings – SR 500 bridges over Florida Central Railroad load ratings will be updated to LRFR based on asphalt overlay depths on existing bridges

18.6 Concrete Strain Poles - Design of concrete strain pole signal structures in a box configuration at two intersections, SR 500 at Silver Star and Shader Road.

18.7 Strain Pole Data Table Plan Sheets – Complete data tables and typical details for concrete strain pole designs at SR 500 with Silver Star and Shader Road.

August 5, 2022 A- 4 FPID: 447104-1-32-01

DRMP:

Project Activity:

21. SIGNALIZATION ANALYSIS

Replacement for existing signal structure at SR 500 at Silver Star Road. The proposed signal structure will be a box strain pole signalized intersection. This will include preemption for the railroad crossing. Communication cable will be connected to the railroad crossing signal house. Interconnection cable will be connected the City of Orlando system.

The addition of a box strain pole signalized intersection at the intersection of SR500 at Shader Road.

The pedestrian safety study shall be expanded to include the design for the 0.74 mile post midblock crosswalk locations will be include pull boxes, conduit, and power considerations for potential future installation of RRFB’s.

Field review will be conducted as well to identify the locations of the poles taking into consideration utility conflicts, right-of-way constraints, sidewalk width and ramp locations, etc.

Project Activity: 22. SIGNALIZATION PLANS

Signalization plan sheets for SR 500 at Silver Star Road and SR 500 at Shader Road. Plans sheet to include Strain pole tabulation sheets and interconnection plans sheets.

Engineering plans for the infrastructure for two future RRFB’s (less the signs, poles, detectors, and signal cable) will be prepared and included in the signal component plan set.

The plans will include pay item numbers, quantities, etc.

Project Activity 23. LIGHTING ANALYSIS

Lighting at the two midblock crosswalks will be identified and evaluated using AGI software and the lighting criteria contained in FDM Table 231.2.1. Coordination with the power company/maintaining agency with regard to lighting at the signalized crosswalks is

August 5, 2022 A- 5 FPID: 447104-1-32-01 already occurring, thus that coordination will not be expanded to include lighting at these two proposed locations. There will also need to be additional effort expended during the field review to assess these two locations.

Project Activity 24. LIGHTING PLANS

Includes intersection sheets plus three pedestrian crossings

Project Activity 31. ITS

ITS shall include no additional work. Connection of signalized intersection to the City of Orlando communication System will be included in the signal plans.

August 5, 2022 A- 6 FPID: 447104-1-32-01

SEARCH

8.14.2 Archaeological and Historical Resources

Supplemental hours were submitted to account for the following additional activities that may affect cultural resources:

Pavement Widenings Landscaping Raised Pedestrian Crossings Sidewalk Connections Pedestrian Crossings with RRFB Mid-block crossings with PHB

The additional hours will allow for up to 1 day for archaeological survey and potential excavation for 2 staff including time for coordination of utility locates, archaeological write-up and field map preparation plus up to 2 hours for lab analysis (if applicable). Additional time was also allotted for the historic resource survey and the production of the CRAS report.

WBQ Survey and Colliers Engineering & Design Survey:

27 SURVEY

The CONSULTANT shall perform

27.1 Horizontal control as required for additional areas; Utilize CTL established for original scope

27.2 Vertical control as required for additional areas; Utilize CTL established for original scope

27.6 3D DTM Topographic survey for 21 additional areas. Provide to Colliers Engineering for data merge

27.10 Level B utility designation for 3 additional intersections/areas per EOR request with approximately 6 UAOs present at each location. Level A locates to support design of two 4-pole box spans at Silver Star Rd Intersection and Shader Rd intersection.

August 5, 2022 A- 7 FPID: 447104-1-32-01

27.12 Additional drainage structures Location, Pipe size, material type, inverts

27.18 Geotech support as required N,E,Z field location as directed

27.27 Work Zone Safety

27.30 Merge updated 21 additional topographic areas (from WBQ) into existing SURVRD01 in ORD

27.33 Field Review

GEC:

Project Activity:

35 GEOTECHNICAL

The staff hours include the field exploration work.

The SA Geotechnical Scope and Assumptions are based on the Design Analysis and Recs Report dated April 2022:

1) Pedestrian Crossings w Rectangular Rapid Flashing Beacons (RRFBs) – MP4.74 (1 loc), MP 4.34-Lee Rd at All Am/Winter Rose (2 locations) ----> (3) 15' SPTs

2) Mid Block Crossings w Ped Hybrid Beacons (PHBs) -- Nowak Dr/MP3.22 (1 loc), Nassau Bay Apts/MP 4.15 (1 loc); MP5.15-National St (1 loc) -----> (3) 15' SPTs

3) Ped Lighting – MP0.50 - 3 locations, assume (2) 10'SPTs; MP5.61/Rose Ave intersection (2) locs or 2 SPTs at 10'

4) 2 new signals: One replacing the SR 500 at Silver Star Road signal with a 4-pole box span, and another at SR 500 at Shader Road also with a 4-pole box span: so 2 (40') SPTs.

5) Mott Ave Realignment, assume 2(6')ABs

6) Signals at MP3.4/SR423 JYP/Lee Rd, 2 (30') SPTs

August 5, 2022 A- 8 FPID: 447104-1-32-01

7) Sidewalk connections: 4500LF, assume (1) 5' AB every 200LF, or 22 ABs at 5LF or

110 LF

8) Pavement Widenings: Various locations, total of approx 4400LF, assume 1AB at 6' every 100LF for (44) 6' ABs/264LF

The above details the field investigation for the proposed improvements (with stake/reconnaissance, and utility coordination). Associated laboratory testing and geotechnical engineering evaluation and parameter determination will also be provided.

Compensation Element/Firm

Original

Amounts through Am.

No. 1

This

Amendment

No. 2

Amended Total

Amounts

Basic Services (LS-2)

WBQ Design & Engineering, Inc. $1,308,303.00 $256,172.00 $1,564,475.00

Colliers Engineering & Design, d/b/a Maser Consulting $317,176.00 $0.00 $317,176.00

DRMP, Inc. $238,241.00 $69,545.00 $307,786.00

RES Florida Consulting, LLC d/b/a E Sciences $8,639.00 $0.00 $8,639.00

Florida Bridge and Transportation, Inc. $88,030.00 $9,986.00 $98,016.00

Quest Corporation of America, Inc. $12,277.00 $0.00 $12,277.00

Southeastern Archaeological Research, Inc. $15,649.00 $3,961.00 $19,610.00

R/W Control Map (LS-2)

WBQ Design & Engineering, Inc. $33,617.00 $0.00 $33,617.00

Survey Services (LA-4)

WBQ Design & Engineering, Inc. $339,738.00 $46,802.00 $386,540.00

Colliers Engineering & Design, d/b/a Maser Consulting $0.00 $52,760.00 $52,760.00

Supplemental Survey Services (LA-4)

WBQ Design & Engineering, Inc. $14,902.00 $0.00 $14,902.00

Supplemental Mapping Services (LA-4)

WBQ Design & Engineering, Inc. $6,710.00 $0.00 $6,710.00

Geotechnical Services (LA-4)

Geotechnical and Environmental Consultants, Inc. $105,627.00 $28,337.00 $133,964.00

Amdrill. Inc. $11,737.00 $0.00 $11,737.00

TOTAL MAXIMUM LIMITING AMOUNT: $2,500,646.00 $467,563.00 $2,968,209.00

ATTACHMENT No. 1, SUMMARY OF COMPENSATION

CONTRACT CAG87, AMENDMENT NO. 2

Financial Project Number 447104-1-32-01