CN-550000-C9Z54-00110000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

TASK WORK ORDER AMENDMENT FORM

FOR PROFESSIONAL SERVICES

375-030-26

PROCUREMENT

06/17 recovered is $ .

1,000,000.00 .

Subtotal Estimate/L imit

$3,900,000.00 Estimate

$0.00

$0.00

$0.00

$0.00

$0.00

$3,900,000.00

$0.00

$3,900,000.00

Attachments:

Distribution:

Payment FM No. (must be the same as original Task Work Order):

437199 4 32 02

Check all applicable Terms:

Change in staff hours due to fluctuations in responsibilities and to add additional funds.

All classifications listed in the contract are eligible to work on this task work order.

4350 West Cypress Street, Suite 800 Tampa, FL 33607 Attn: David Twiddy, Jr.

H.W. Lochner, Inc.

Address:

Consultant:

Date (To be entered upon execution of Task Work Order Amendment):Contract No.:

C9Z54

Purpose of Amendment:

Amendment No.

to Task Work Order No.

$4,174,976.00

(Name) (Title) Signature

Rebecca L. Schwarz Procurement Services Manager

M.L. Godfrey, M.C. Turosz, I. Ríos Santiago, D7FSContractDocs

Consultant Acceptance:

(Title) Signature(Name)

Compensation Element

Description

This Amendment

Amount

Loaded Labor Rates $1,000,000.00

Previous

Amount

$2,900,000.00

Method of Compensation

(LA4) Units worked at loaded billing rates in

Table 6 authorized against this task work order beyond the date of execution of this amendment. The following amount is the remaining work order balance to be recovered

The time for completion of services for the subject task work order is extended thru

The total amount for services performed under this task work order is increased by $

The total amount for services performed under this task work order is decreased by $

The decrease in funds will be allocated to the following compensation elements described below.

elements are described below.

from this task work order $ . Note: for Prof. Serv. Task Work Order Amendments, the encumbrance line should never be closed

The subject task work order is hereby closed. Final payment for the task work order has been set to PAID status in CITS. No additional services or charges are

(Status 50) by Financial Services staff based on this selection. Additional Note: Please be sure you want to close out before marking. Premature close outs that must

The subject task work order is hereby canceled (no work has been performed and no payment is due). The total amount of the task work order which is

The additional funds will be allocated to the following compensation elements described below.

There is no increase/decrease in the task work order amount, funds are only redistributed between compensation elements. Revised compensation be corrected in CITS may require programmer time and costs borne by the program office.

$1,000,000.00

$0.00

$1,000,000.00

Tampa Bay Next (TBNext) Support Services - Continuing

Departmental Approval:

Total authorizations to date (including this one):

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.

Page 1 subtotal

Page 2 thru 6 Subtotal

Total

G:\Professional Services\CONTRACT.398\437xxxx\43719943.202 C 9Z54 18740\TWOs\1A5 TWO

DocuSign Envelope ID: 41E9C51C-4D51-4611-8914-4EF881CA43CE

Donald Skelton, PE Vice President

March 2, 2021

ATTACHMENT “A”

SCOPE OF SERVICES

TAMPA BAY NEXT (TBNext) SUPPORT SERVICES - CONTINUING

CONTRACT NO. C9Z54

FINANCIAL PROJECT NO. 437199-4-32-02

TASK WORK ORDER NO. ONE (01) Revision 05

General Support Services

1. PURPOSE

H.W. Lochner, Inc. (hereinafter referred to as the CONSULTANT) shall act as an extension of the Florida Department of Transportation (hereinafter referred to as

DEPARTMENT) for the purpose of General Support Services for the Tampa Bay Next

(TBNext) project. The management and administrative services necessary to the

DEPARTMENT program, but not specific to any individual project assigned, are addressed herein. Included shall be services of a general nature such as overall management, administrative support, development of procedures and guidelines and other general work efforts which apply to work assignments and management of sub-consultants. Engineering and design services shall include, but not be limited to, plans review, pavement design, traffic modelling, concept design, Concept Development Plans (CDP), proof of concept evaluation, 3-D design, 3-D modelling, drainage design, permitting, traffic control, traffic design, master signing plans, constructability, value engineering, cost estimating, project management services, project scheduling and technical services required in connection with services performed by Consultants to the DEPARTMENT. Perform Work Program support as requested by the DEPARTMENT.

2. SCOPE OF SERVICES

This Revision to the Original Task Work Order is for a change in staff hours due to fluctuations in responsibilities and to add additional funds to the contract. The Scope of Services headings correspond to the executed Tampa Bay Next (TBNext) Continuing Services Contract Supplemental Amendment 01. The CONSULTANT shall provide the following services:

2.1 Project General and Roadway

3 PROJECT GENERAL AND COMMON TASKS

3.1 Public Involvement

3.1.1 Community Awareness Plan

DocuSign Envelope ID: 41E9C51C-4D51-4611-8914-4EF881CA43CE

FPN: 437199 4 32 02

Task Work Order 1 – Rev 05

3.1.2 Notifications

3.1.3 Preparing Mailing Lists

3.1.4 Median Modification Letters

3.1.5 Driveway Modification Letters

3.1.6 Newsletters

3.1.7 Renderings and Fly-Throughs

The CONSULTANT shall prepare renderings and fly-throughs for use in public meetings. Including 3-D renderings.

3.1.8 PowerPoint Presentations

The CONSULTANT shall prepare PowerPoint presentations for use in

Public meetings.

3.1.9 Public Meeting Preparations

3.1.10 Public Meeting Attendance and Follow-up

3.1.11 Other Agency Meetings

3.1.12 Web Site

3.4 Contract Maintenance and Electronic Document Management

System (EDMS)

Contract maintenance includes, but is not limited to, the project management effort for complete setup and maintenance of files, developing weekly and monthly progress reports, schedule updates, financial tracking, and work effort to develop and execute subconsultant agreements, etc.

3.5 Value Engineering (Multi-Discipline Team) Review

The design for the project may be subjected to a Value Engineering (VE) review. The VE review will be conducted by a multi-disciplined independent team of DEPARTMENT and CONSULTANT personnel for the purpose of the improving the value of the project.

3.6 Prime Consultant Project Manager Meetings

Attend meetings as requested by the DEPARTMENT.

3.7 Plans Update

3.8 Post Design Services

3.9 Digital Delivery

The CONSULTANT shall deliver to the DEPARTMENT, a 3D Model (using OpenRoads Technology) of the CDP in digital format.

3.10 Risk Assessment Workshop

3.11 Railroad, Transit and/or Airport Coordination

3.12 Landscape and Existing Vegetation Coordination

3.13 Other Project General Tasks

Provide miscellaneous support to FDOT as requested by the FDOT Project Manager.

Support disciplines and programs as directed by the DEPARTMENT including but not limited to PD&E, Cultural Resource, SHPO, FHWA and

ACHP.

Perform document reviews and provide comments. Provide engineering support, including performing engineering evaluations, preparing engineering reports, reviewing engineering aspects of PD&E documents, assisting with development of manhours for engineering aspects of project scopes, and assisting with development of engineering aspects of project scopes.

Review and comment on the preparation by Section Design Consultants of construction plans at preliminary design phases (15%, Phase I, 45%, Phase II, Phase III, Phase IV), construction specifications at any percent plans review stage, and of preliminary and final estimates of construction costs. Based upon such reviews, recommend acceptance and approval by the DEPARTMENT of such plans, specifications and estimates. Upon completion of the plan review process, certify to the DEPARTMENT by letter that the plans, specifications and estimates have been reviewed and that the design is in general accordance with both the applicable and current standards of AASHTO, FDOT, FHWA (where applicable), and with the intended scope of work.

Review design development compliance with approved project design criteria.

Review and provide written response on the adequacy of design consultant submittals of component plans and roadway plans.

Provide miscellaneous drafting services as requested by DEPARTMENT.

Evaluate impacts of re-purposing auxiliary lanes to express lanes.

Advise and consult on questions of engineering with respect to project design intent.

Review and provide written response regarding the development of design and construction comparative cost estimates.

Assist in expediting and obtaining necessary permits and other authorizations approved for advertisement for construction.

Advise and consult on questions of engineering with respect to the construction of the project.

Accomplish minor design activities as may be authorized such as Maintenance of Traffic Plans and drafting/CADD support, etc.

Provide assistance in hearings, condemnation proceedings, and other litigation including the preparation of trial exhibits.

Provide special engineering services including special studies and economic advisory/analytical services.

Provide miscellaneous pavement designs.

Review drainage design and stormwater management. Drainage design shall be in accordance with DEPARTMENT criteria.

Review roadway plans, ensuring that all information obtained or developed from other sources is included, and that applicable DEPARTMENT standards and criteria have been incorporated.

Review and provide comments on proposed cross-section drawings, and proposed plan profile drawings.

Review and comment on proposed scopes of services, supplemental agreements and man-hour estimates in connection with various projects, as requested.

Project and Program Management Services shall be provided to support/assist DEPARTMENT in managing selected project for compliance with DEPARTMENT Work program schedules.

4 ROADWAY ANALYSIS

The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memoranda.

4.1 Typical Section Package

4.2 Pavement Type Selection Report

4.3 Pavement Design Package

The DEPARTMENT shall provide the CONSULTANT with a pavement evaluation report with pavement cores, milling recommendations, and

Resilient Modulus. In addition, the DEPARTMENT shall provide ESALS for the pavement design.

4.4 Cross-Slope Correction

4.5 Horizontal/Vertical Master Design Files

4.6 Access Management

4.7 Roundabout Evaluation

4.8 Roundabout Final Design Analysis

4.9 Cross Section Design Files

4.10 Traffic Control Analysis

4.11 Master TCP Design Files

4.12 Selective Clearing and Grubbing

4.13 Tree Disposition Plan

4.14 Design Variations and Exceptions

4.15 Design Report

4.16 Quantities

4.17 Cost Estimate

4.18 Technical Special Provisions

4.19 Other Roadway Analysis

4.20 Field Reviews

4.21 Monitor Existing Structures

4.22 Technical Meetings

4.23 Quality Assurance/Quality Control

4.24 Independent Peer Review

4.25 Supervision

4.26 Coordination

5 ROADWAY PLANS

5.1 Key Sheet

5.2 Summary of Pay Items Including Quantity Input

5.3 Typical Section Sheets

5.4 General Notes/Pay Item Notes

5.5 Summary of Quantities Sheets

5.6 Project Layout

5.7 Plan/Profile Sheet

5.8 Profile Sheet (Roll Plot)

5.9 Plan Sheet (Roll Plot)

5.10 Special Profile

5.11 Back-of-Sidewalk Profile Sheet

5.12 Interchange Layout Sheet

5.13 Ramp Terminal Details (Plan View)

5.14 Intersection Layout Details

5.15 Special Details

5.16 Cross-Section Pattern Sheet(s)

5.17 Roadway Soil Survey Sheet(s)

5.18 Cross Sections

5.19 Temporary Traffic Control Plan Sheets

5.20 Temporary Traffic Control Cross Section Sheets

5.21 Temporary Traffic Control Detail Sheets

5.22 Utility Adjustment Sheet

5.23 Selective Clearing and Grubbing Sheet(s)

5.24 Tree Disposition Plan Sheet(s)

5.25 Project Control Network Sheet(s)

5.26 Environmental Detail Sheets

5.27 Utility Verification Sheet(s) (SUE Data)

5.28 Quality Assurance/Quality Control

5.29 Supervision

6 DRAINAGE

6a DRAINAGE ANALYSIS

6a.1 Drainage Map Hydrology

6a.2 Base Clearance Report

6a.3 Pond Siting Analysis and Report

6.a4 Design of Cross Drains

6a.5 Design of Ditches

6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond)

6a.7 Design of Stormwater Management Facility (Roadside Treatment Swales and Linear Ponds)

6a.8 Design of Floodplain Compensation

6a.9 Design of Storm Drains

6a.10 Optional Culvert Material

6a.11 French Drain Systems

6a.11a Existing French Drain Systems

6a.12 Drainage Wells

6a.13 Drainage Design Documentation Report

6a.14 Bridge Hydraulic Report

6a.15 Temporary Drainage Analysis

6a.16 Cost Estimate

6a.17 Technical Special Provisions

6a.18 Hydroplaning Analysis

6a.19 Existing Permit Analysis

6a.20 Other Drainage Analysis

6a.21 Field Reviews

6a.22 Technical Meetings

6a.23 Environmental Look-Around Meetings

6a.24 Quality Assurance/Quality Control

6a.25 Independent Peer Review

6a.26 Supervision

6a.27 Coordination

6b DRAINAGE PLANS

6b.1 Drainage Map (Including Interchanges)

6b.2 Bridge Hydraulics Recommendation Sheets

6b.3 Summary of Drainage Structures

6b.4 Optional Pipe/Culvert Material

6b.5 Drainage Structure Sheet(s) (Per Structure)

6b.6 Miscellaneous Drainage Detail Sheets

6b.7 Lateral Ditch Plan/Profile

6b.8 Lateral Ditch Cross Sections

6b.9 Retention/Detention Pond Detail Sheet(s)

6b.10 Retention Pond Cross Sections

6b.11 Erosion Control Plan Sheet(s)

6b.12 SWPPP Sheet(s)

6b.13 Quality Assurance/Quality Control

6b.14 Supervision

7 UTILITIES

7.1 Kickoff Meeting

7.2 Identify Existing UAO(s)

7.3 Make Utility Contacts

7.4 Exception Processing

7.5 Preliminary Utility Meeting

7.6 Individual/Field Meetings

7.7 Collect and Review Plans and Data from UAO(s)

7.8 Subordination of Easements Coordination

7.9 Utility Design Meeting

7.10 Review Utility Markups & Work Schedules and Processing of Schedules & Agreements

7.11 Utility Coordination/Follow-up

7.12 Utility Constructability Review

7.13 Additional Utility Services

7.14 Processing Utility Work by Highway Contractor (UWHC)

7.15 Contract Plans to UAO(s)

7.16 Certification/Close-Out

7.17 Other Utilities

8 ENVIRONMENTAL PERMITS, COMPLIANCE AND

CLEARANCES

8.1 Preliminary Project Research

8.2 Field Work

8.3 Agency Verification of Wetland Data

8.4 Complete and Submit All Required Permit Applications

8.5 Prepare Dredge and Fill Sketches (as needed)

8.6 Prepare USCG Permit

8.7 Prepare Water Management District Right-of-Way Occupancy Permit

8.8 Prepare Coastal Construction Control Line (CCCL) Permit

Application (as needed)

8.9 Prepare Tree Permit Information (as needed)

8.10 Mitigation Design

8.11 Mitigation Coordination and Meetings

8.12 Other Environmental Permits

8.13 Technical Support To The Department For Environmental

Clearances and Re-evaluations

8.14 Preparation of Environmental Clearances and Reevaluations

8.15 Contamination Impact Analysis

8.16 Asbestos Survey

8.17 Technical Meetings

8.18 Quality Assurance/Quality Control

8.19 Supervision

8.20 Coordination

9 STRUCTURES - SUMMARY AND MISCELLANEOUS

TASKS AND DRAWINGS

9.1 Key Sheet and Index of Drawings

9.2 Project Layout

9.3 General Notes and Bid Item Notes

9.4 Miscellaneous Common Details

9.5 Incorporate Report of Core Borings

9.6 Standard Plans - Bridges

9.7 Existing Bridge Plans

9.8 Assemble Plan Summary Boxes and Quantities

9.9 Cost Estimate

9.10 Technical Special Provisions and Modified Special Provisions

9.11 Field Reviews

9.12 Technical Meetings

9.13 Quality Assurance/Quality Control

9.14 Independent Peer Review

9.15 Supervision

9.16 Coordination

10 STRUCTURES - BRIDGE DEVELOPMENT REPORT

General Requirements

10.1 Bridge Geometry

10.2 Ship Impact Data Collection

10.3 Ship Impact Criteria

Superstructure Alternatives

10.4 Short-Span Concrete

10.5 Medium-Span Concrete

10.6 Long Span Concrete

10.7 Structural Steel

Foundation and Substructure Alternatives

10.8 Pier/Bent

10.9 Shallow Foundations / GRS Abutments

10.10 Deep Foundations

Moveable Span

10.11 Data Collection and Design Criteria

10.12 Movable Span Geometrics and Clearances

10.13 Deck System Evaluation

10.14 Framing Plan Development

10.15 Main Girder Preliminary Design

10.16 Conceptual Span Balance/Counterweight

10.17 Support System Development

10.18 Drive Power Calculations

10.19 Drive System Development

10.20 Power and Control Development

10.21 Conceptual Pier Design

10.22 Foundation Analysis (FL PIER)

10.23 Tender Visibility Study

Other BDR Issues

10.24 Aesthetics

10.25 TCP/Staged Construction Requirements

10.26 Constructability Requirements

10.27 Load Rating for Damaged/Widened Structures

10.28 Quantity and Cost Estimates

10.29 Quantity and Cost Estimates - Movable Span

10.30 Wall Type Justification

Report Preparation

10.31 Exhibits

10.32 Exhibits - Movable Span

10.33 Report Preparation

10.34 Report Preparation - Movable Span

10.35 BDR Submittal Package

12 STRUCTURES – SHORT SPAN CONCRETE BRIDGE

General Layout Design and Plans

12.1 Overall Bridge Final Geometry

12.2 Expansion/Contraction Analysis

12.3 General Plan and Elevation

12.4 Construction Staging

12.5 Approach Slab Plan and Details

12.6 Miscellaneous Details

End Bent Design and Plans

12.7 End Bent Geometry

12.8 End Bent Structural Design

12.9 End Bent Plan and Elevation

12.10 End Bent Details

Intermediate Bent Design and Plans

12.11 Bent Geometry

12.12 Bent Stability Analysis

12.13 Bent Structural Design

12.14 Bent Plan and Elevation

12.15 Bent Details

Miscellaneous Substructure Design and Plans

12.16 Foundation Layout

Superstructure Design and Plans

12.17 Finish Grade Elevation Calculation

12.18 Finish Grade Elevations

Cast-In-Place Slab Bridges

12.19 Bridge Deck Design

12.20 Superstructure Plan

12.21 Superstructure Sections and Details

Prestressed Slab Unit Bridges

12.22 Prestressed Slab Unit Design

12.23 Prestressed Slab Unit Layout

12.24 Prestressed Slab Unit Details and Schedule

12.25 Deck Topping Reinforcing Layout

12.26 Superstructure Sections and Details

Reinforcing Bar Lists

12.27 Preparation of Reinforcing Bar List

Load Rating

12.28 Load Rating

13 STRUCTURES – MEDIUM SPAN CONCRETE BRIDGE

13.1 Overall Bridge Final Geometry

13.2 Expansion/Contraction Analysis

13.3 General Plan and Elevation

13.4 Construction Staging

13.5 Approach Slab Plan and Details

13.6 Miscellaneous Details

End Bent Design and Plans

13.7 End Bent Geometry

13.8 Wingwall Design and Geometry

13.9 End Bent Structural Design

13.10 End Bent Plan and Elevation

13.11 End Bent Details

Intermediate Bent Design and Plans

13.12 Bent Geometry

13.13 Bent Stability Analysis

13.14 Bent Structural Design

13.15 Bent Plan and Elevation

13.16 Bent Details

Pier Design and Plans

13.17 Pier Geometry

13.18 Pier Stability Analysis

13.19 Pier Structural Design

13.20 Pier Plan and Elevation

13.21 Pier Details

Miscellaneous Substructure Design and Plans

13.22 Foundation Layout

Superstructure Deck Design and Plans

13.23 Finish Grade Elevation (FGE) Calculation

13.24 Finish Grade Elevations

13.25 Bridge Deck Design

13.26 Bridge Deck Reinforcing and Concrete Quantities

13.27 Diaphragm Design

13.28 Superstructure Plan

13.29 Superstructure Section

13.30 Miscellaneous Superstructure Details

Reinforcing Bar Lists

13.31 Preparation of Reinforcing Bar List

Continuous Concrete Girder Design

13.32 Section Properties

13.33 Material Properties

13.34 Construction Sequence

13.35 Tendon Layouts

13.36 Live Load Analysis

13.37 Temperature Gradient

13.38 Time Dependent Analysis

13.39 Stress Summary

13.40 Ultimate Moments

13.41 Ultimate Shear

13.42 Construction Loading

13.43 Framing Plan

13.44 Girder Elevation, Including Grouting Plan and Vent Locations

13.45 Girder Details

13.46 Erection Sequence

13.47 Splice Details

13.48 Girder Deflections and Camber

Simple Span Concrete Design

13.49 Prestressed Beam

13.50 Prestressed Beam Schedules

13.51 Framing Plan

Beam Stability

13.52 Beam/Girder Stability

Bearing

13.53 Bearing Pad and Bearing Plate Design

13.54 Bearing Pad and Bearing Plate Details

13.55 Load Ratings

14 STRUCTURES – STRUCTURAL STEEL BRIDGE

14.1 Overall Bridge Final Geometry

14.2 Expansion/Contraction Analysis

14.3 General Plan and Elevation

14.4 Construction Staging

14.5 Approach Slab Plan and Details

14.6 Miscellaneous Details

End Bent Design and Plans

14.7 End Bent Geometry

14.8 Wingwall Design and Geometry

14.9 End Bent Structural Design

14.10 End Bent Plan and Elevation

14.11 End Bent Details

Intermediate Bent Design and Plans

14.12 Bent Geometry

14.13 Bent Stability Analysis

14.14 Bent Structural Design

14.15 Bent Plan and Elevation

14.16 Bent Details

Pier Design and Plans

14.17 Pier Geometry

14.18 Pier Stability Analysis

14.19 Pier Structural Design

14.20 Pier Plan and Elevation

14.21 Pier Details

Miscellaneous Substructure Design and Plans

14.22 Foundation Layout

Superstructure Deck Design and Plans

14.23 Finish Grade Elevation (FGE) Calculation

14.24 Finish Grade Elevations

14.25 Bridge Deck Design

14.26 Bridge Deck Reinforcing and Concrete Quantities

14.27 Superstructure Plan

14.28 Superstructure Section

14.29 Miscellaneous Bridge Deck Details

Reinforcing Bar Lists

14.30 Preparation of Reinforcing Bar List

Structural Steel Plate Girder Design

14.31 Unit Modeling

14.32 Section Design

14.33 Stiffener Design and Locations

14.34 Cross-frame Design

14.35 Connections

14.36 Bearing Assembly Design and Detailing (With Jacking Analysis)

14.37 Splice Design

14.38 Shear Stud Connectors

14.39 Deflection Analysis

14.40 Framing Plan

14.41 Girder Elevation

14.42 Structural Steel Details

14.43 Splice Details

14.44 Girder Deflections and Camber

Structural Steel Box Girder Design

14.45 Unit Modeling

14.46 Section Design

14.47 Stiffener Design and Locations

14.48 Interior Cross-Frame Design

14.49 Exterior Cross-Frame Design

14.50 Connections

14.51 Bearing Assembly Design and Detailing (with Jacking Analysis)

14.52 Splice Design

14.53 Shear Stud Connectors

14.54 Deflection Analysis

14.55 Framing Plan

14.56 Girder Elevation

14.57 Structural Steel Details

14.58 Splice Details

14.59 Girder Deflections and Camber

Erection Scheme

14.60 Erection Scheme Analysis

14.61 Erection Scheme

14.62 Load Rating

15 STRUCTURES – SEGMENTAL CONCRETE BRIDGE

15.1 Final Bridge Geometry

15.2 Casting Geometry Calculation

15.3 Finish Grade Geometry Calculation

15.4 Finish Grade Elevations

15.5 Construction Schedule

15.6 General Plan and Elevation

15.7 Approach Slab Plan and Details

15.8 Miscellaneous Details

15.9 Existing Bridge Plans

End Bent Design and Plans

15.10 End Bent Geometry

15.11 Wingwall Geometry and Design

15.12 End Bent Structural Design

15.13 End Bent Plan and Elevation

15.14 End Bent Details

Pier Design and Plans

15.15 Pier Geometry

15.16 Pier Stability Analysis

15.17 Pier Construction Loads

15.18 Pier Structural Design

15.19 Pier Plan and Elevation

15.20 Pier Details

Miscellaneous Substructure Design and Plans

15.21 Foundation Layout

Longitudinal Analysis

15.22 Section Properties

15.23 Material Properties

15.24 Superimposed Dead Loads

15.25 Construction Sequence

15.26 Tendon Layouts

15.27 Live Load Analysis

15.28 Temperature Gradient

15.29 Time Dependent Analysis

15.30 Stress Summary

15.31 Ultimate Moments

15.32 Ultimate Shear

15.33 Construction Loading

Transverse Analysis

15.34 Time Dependent Analysis

15.35 Live Load Analysis

15.36 Temperature Gradient

15.37 Stress Summary

15.38 Ultimate Moments

15.39 Construction Loading

Superstructure Design

15.40 Typical Segment

15.41 Pier Segment

15.42 Expansion Joint Segment

15.43 Blister Details

15.44 Deviator Blocks

15.45 Bearings

15.46 Expansion Joints

15.47 Special Analysis

Superstructure Plans

15.48 Typical Sections

15.49 Finish Grade Elevations

15.50 Segment Layout / Designations

15.51 Typical Segments

15.52 Variable Depth Segments

15.53 Pier Segments

15.54 Expansion Joint Segments

15.55 CIP Closure Joint Details

15.56 Casting Geometry

15.57 Integrated 3-D Drawings

Post-Tensioning Details

15.58 Bulkhead Details

15.59 Transverse Tendon Layout

15.60 Longitudinal Tendon Layout

15.61 Temporary Post-Tensioning

15.62 Quantities and Stressing Schedule

15.63 Future Post-Tensioning

15.64 Anchorage Blisters

15.65 Deviation Blocks

15.66 PT Grouting Plan Details

Miscellaneous Details

15.67 Erection Sequence and Details

15.68 Access Opening Details

15.69 Bearings

15.70 Expansion Joints

15.71 Vermin Screen Details

15.72 Railing Details

15.73 Lighting and Luminaries

15.74 Architectural Details

15.75 Special Systems

Reinforcing Bar Lists

15.76 Preparation of Reinforcing Bar Lists

15.77 Load Rating (LRFR)

17 STRUCTURES – RETAINING WALLS

General Requirements

17.1 Key Sheet

17.2 Horizontal Wall Geometry

Permanent Proprietary Walls

17.3 Vertical Wall Geometry

17.4 Semi-Standard Drawings

17.5 Wall Plan and Elevations (Control Drawings)

17.6 Details

Temporary Proprietary Walls

17.7 Vertical Wall Geometry

17.8 Semi-Standard Drawings

17.9 Wall Plan and Elevations (Control Drawings)

17.10 Details

Cast-In-Place Retaining Walls

17.11 Design

17.12 Vertical Wall Geometry

17.13 General Notes

17.14 Wall Plan and Elevations (Control Drawings)

17.15 Sections and Details

17.16 Reinforcing Bar List

Other Retaining Walls and Bulkheads

17.17 Design

17.18 Vertical Wall Geometry

17.19 General Notes, Tables and Miscellaneous Details

17.20 Wall Plan and Elevations

17.21 Details

18 STRUCTURES – MISCELLANEOUS

Concrete Box Culverts

18.1 Concrete Box Culverts

18.2 Concrete Box Culverts Extensions

18.3 Concrete Box Culvert Data Table Plan Sheets

18.4 Concrete Box Culvert Special Details Plan Sheets

Strain Poles

18.5 Steel Strain Poles

18.6 Concrete Strain Poles

18.7 Strain Pole Data Table Plan Sheets

18.8 Strain Pole Special Details Plan Sheets

Mast Arms

18.9 Mast Arms

18.10 Mast Arms Data Table Plan Sheets

18.11 Mast Arms Special Details Plan Sheets

Overhead/Cantilever Sign Structure

18.12 Cantilever Sign Structures

18.13 Overhead Span Sign Structures

18.14 Special (Long Span) Overhead Sign Structures

18.15 Monotube Overhead Sign Structure

18.16 Bridge Mounted Signs (Attached to Superstructure) 18.17 Overhead/Cantilever Sign Structures Data Table Plan Sheets

18.18 Overhead/Cantilever Sign Structures Special Details Plan Sheets

High Mast Lighting

18.19 Non-Standard High Mast Lighting Structures

18.20 High Mast Lighting Special Details Plan Sheets

Noise Barrier Walls (Ground Mount)

18.21 Horizontal Wall Geometry

18.22 Vertical Wall Geometry

18.23 Summary of Quantities – Aesthetic Requirements

18.24 Control Drawings

18.25 Design of Noise Barrier Walls Covered by Standards

18.26 Design of Noise Barrier Walls Not Covered by Standards

18.27 Aesthetic Details

Special Structures

18.28 Fender System

18.29 Fender System Access

18.30 Special Structures

18.31 Other Structures

Ancillary Structures Report

18.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles

18.33 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (No As-Built or Design Plans Available)

18.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles

18.35 Ancillary Structures Report

19 SIGNING AND PAVEMENT MARKING ANALYSIS

19.1 Traffic Data Analysis

19.2 No Passing Zone Study

19.3 Reference and Master Design File

19.4 Multi-Post Sign Support Calculations

19.5 Sign Panel Design Analysis

19.6 Sign Lighting/Electrical Calculations

19.7 Quantities

19.8 Cost Estimate

19.9 Technical Special Provisions

19.10 Other Signing and Pavement Marking Analysis

19.11 Field Reviews

19.12 Technical Meetings

19.13 Quality Assurance/Quality Control

19.14 Independent Peer Review

19.15 Supervision

19.16 Coordination

20 SIGNING AND PAVEMENT MARKING PLANS

20.1 Key Sheet

20.2 Summary of Pay Items Including TRNS*Port Input

20.3 Tabulation of Quantities

20.4 General Notes/Pay Item Notes

20.5 Project Layout

20.6 Plan Sheet

20.7 Typical Details

20.8 Guide Sign Work Sheet(s)

20.9 Traffic Monitoring Site

20.10 Cross Sections

20.11 Special Service Point Details

20.12 Special Details

20.13 Interim Standards

20.14 Quality Assurance/Quality Control

20.15 Supervision

21 SIGNALIZATION ANALYSIS

21.1 Traffic Data Collection

21.2 Traffic Data Analysis

21.3 Signal Warrant Study

21.4 Systems Timings

21.5 Reference and Master Signalization Design File

21.6 Reference and Master Interconnect Communication Design File

21.7 Overhead Street Name Sign Design

21.8 Pole Elevation Analysis

21.9 Traffic Signal Operation Report

21.10 Quantities

21.11 Cost Estimate

21.12 Technical Special Provisions and Modified Special Provisions

21.13 Other Signalization Analysis

21.14 Field Reviews

21.15 Technical Meetings

21.16 Quality Assurance/Quality Control

21.17 Independent Peer Review

21.18 Supervision

21.19 Coordination

22 SIGNALIZATION PLANS

22.1 Key Sheet

22.2 Summary of Pay Items Including Designer Interface Quantity Input

22.3 Tabulation of Quantities

22.4 General Notes/Pay Item Notes

22.5 Plan Sheet

22.6 Interconnect Plans

22.7 Traffic Monitoring Site

22.8 Guide Sign Worksheet

22.9 Special Details

22.10 Special Service Point Details

22.11 Mast Arm/Monotube Tabulation Sheet

22.12 Strain Pole Schedule

22.13 TCP Signal (Temporary)

22.14 Temporary Detection Sheet

22.15 Utility Conflict Sheet

22.16 Interim Standards

22.17 Quality Assurance/Quality Control

22.18 Supervision

23 LIGHTING ANALYSIS

23.1 Lighting Justification Report

23.2 Lighting Design Analysis Report

23.3 Voltage Drop Calculations

23.4 FDEP Coordination and Report

23.5 Reference and Master Design Files

23.6 Temporary Lighting

23.7 Design Documentation

23.8 Quantities

23.9 Cost Estimate

23.10 Technical Special Provisions and Modified Special Provisions

23.11 Other Lighting Analysis

23.12 Field Reviews

23.13 Technical Meetings

23.14 Quality Assurance/Quality Control

23.15 Independent Peer Review

23.16 Supervision

23.17 Coordination

24 LIGHTING PLANS

24.1 Key Sheet

24.2 Summary of Pay Item Sheet Including Designer Interface Quantity Input

24.3 Tabulation of Quantities

24.4 General Notes/Pay Item Notes

24.5 Pole Data, Legend & Criteria

24.6 Service Point Details

24.7 Project Layout

24.8 Plan Sheet

24.9 Special Details

24.10 Temporary Lighting Data and Details

24.11 Traffic Control Plan Sheets

24.12 Interim Standards

24.13 Quality Assurance/Quality Control

24.14 Supervision

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS

33.1 ITS Analysis

33.2 Communications

33.3 Grounding and Lightning Protection

33.4 Power Subsystem

33.5 Voltage Drop Calculations

33.6 Design Documentation

33.7 Existing ITS

33.8 Queue Analysis

33.9 Reference and Master ITS Design File

33.10 Reference and Master Communications Design File

33.11 Pole Elevation Analysis

33.12 Sign Panel Design Analysis

33.13 Quantities

33.14 Cost Estimate

33.15 Technical Special Provisions and Modified Special Provisions

33.16 Other ITS Analyses

33.17 Field Reviews

33.18 Technical Meetings

33.19 Quality Assurance / Quality Control

33.20 Supervision

33.21 Coordination

34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS

34.1 Key Sheet

34.2 Summary of Pay Items Including Designer Interface Quantity Input

34.3 Tabulation of Quantities

34.4 General Notes / Pay Item Notes

34.5 Project Layout

34.6 Typical and Special Details

34.7 Plan Sheet

34.8 ITS Communications Plans

34.10 Grounding and Lightning Protection Plans

34.11 Cross Sections

34.12 Guide Sign Work Sheet(s)

34.13 Special Service Point Details

34.14 Strain Pole Schedule

34.15 Overhead / Cantilever Sign Structure

34.16 Other Overhead Sign Structures (Long Span, Monotube, etc.)

34.17 Traffic Control Plans

34.18 Interim Standards

34.19 GIS Data and Asset Management Requirements

34.20 Quality Assurance / Quality Control

34.21 Supervision

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE

DESIGN PHASE

32.1 Noise Barrier Analysis

32.2 Noise Barrier Evaluation

32.3 Public Involvement

32.4 Outdoor Advertising Identification

32.5 Noise Study Report (NSR) Addendum

32.6 Technical Meetings

32.7 Quality Assurance/Quality Control

32.8 Supervision

32.9 Coordination

36 3D MODELING

36.1 Phase I 3D Design Model (30% Plans)

36.2 Phase II 3D Design Model (60% Plans)

36.3 Phase III 3D Design Model (90% Plans)

36.4 Final 3D Model Design (100% Plans)

36.5 Cross Section Design Files

36.6 Template and Assembly Development (Optional)

36.7 Quality Assurance/Quality Control

36.8 Supervision

36.9 Coordination

3. LENGTH OF SERVICE

Services are to commence upon issuance of the task work order from the DEPARTMENT’s

Procurement Services Manager.

4. DEPARTMENT RESPONSIBILITIES

The DEPARTMENT will facilitate (and/or direct) the exchange and delivery of previously obtained survey and relevant proposed designs within the study area.

Provide training as required to perform related DEPARTMENT unique tasks.

Provide a central point of authority for tasks assigned.

Provide all available existing project maps, files and supporting data.

Provide design review and approval of the design services submitted.

Provide authorization for the tasks as assigned

Provide available right-of-way maps, inspection reports, studies, plans, and documentation for the tasks as assigned.

5. ESTIMATE OF SERVICES

For details of the estimated costs to perform the required General Engineering Consultant

Administrative Management Services, see Attachment "B."

ATTACHMENT "B"

FEE ESTIMATE - TBNext SUPPORT SERVICES - CONTINUING

JOB CLASSIFICATION

MAN

HOURS

OFFICE

MAN

HOURS

FIELD

Unit Rates

- Home

Unit Rates

- Field

TOTAL

SALARIES

OFFICE

TOTAL

SALARIES

FIELD

FINANCIAL PROJECT NO. Cadd/Computer Technician 400 0 $110.59 44,236.00$ -$

437199-4-32-02 CEI Senior Project Engineer 1 0 $285.44 285.44$ -$

Chief Engineer 300 0 $292.61 87,783.00$ -$

CONTRACT NO. Chief Planner 180 0 $279.21 50,257.80$ -$

C9Z54 Chief Scientist 200 0 $197.69 39,538.00$ -$

Designer 350 0 $105.55 36,942.50$ -$

TASK WORK ORDER NO. Engineer 350 0 $120.15 42,052.50$ -$

001 - Revision 05 Engineer Intern 350 0 $95.48 33,418.00$ -$

Graphic Designer 350 0 $115.51 40,428.50$ -$

DATE Planner 351 0 $88.74 31,147.74$ -$

Principal Engineer 380 0 $241.88 91,914.40$ -$

Project Engineer 400 0 $142.48 56,992.00$ -$

Project Manager 450 0 $257.80 116,010.00$ -$

Project Planner 350 0 $156.31 54,708.50$ -$

Secretary/Clerical 100 0 $75.62 7,562.00$ -$

Senior Designer 350 0 $162.83 56,990.50$ -$

Negotiated Senior Engineer 349 0 $211.17 73,698.33$ -$

Senior Environmental Specialist 150 0 $153.03 22,954.50$ -$

Senior Planner 301 0 $212.90 64,082.90$ -$

DESCRIPTION Senior Project Engineer 280 0 $174.99 48,997.20$ -$

CONSULTANT

H. W. Lochner, Inc.

5,942 - 999,999.81$ -$

TOTAL LOADED 999,999.81$

SUB-CONSULTANT SERVICES -$

TOTAL TASK WORK ORDER 1,000,000$

***All classifications listed in the contract are eligible to work on this task work order.

General Support Services

G:\Professional Services\CONTRACT.398\437xxxx\43719943.202 C 9Z54 18740\TWOs\1A5 TWO Fee Sheet