CN-550000-C9Q27-00110000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

TASK WORK ORDER FOR PROFESSIONAL SERVICES

375-030-25

PROCUREMENT

06/17

Consultant:

Address:

Date:

7/19/2021

*Limiting or Estimating/Budgeted Amount.

Distribution:

Task Work Order No.:

Contract No.: Payment FM No.:

C9Q27 254539 1 32 23

$663,012.00

(name) (title) Signature

Rebecca L. Schwarz Procurement Services Manager

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.

(LA4) Units worked at loaded billing rates in Table 6

Page 1 Total

Page 2 thru 6 Subtotal

Total

Loaded Labor Rates

Stantec Consulting Services, Inc.

777 South Harbour Island Boulevard, Suite 600 Tampa, FL 33602

Attn: Dustin Shenk, PSM

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

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 Est*Method 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:

$102,950.00

$102,950.00 Y

Consulting, Survey, and Mapping Services.

Signature

T. Croonquist, W.C. Horn, D7FSContractDocs

$102,950.00

$0.00

(name) (title)

$102,950.00

District Wide Survey. Attachment "A", Scope of Services; Attachment "B", Fee Sheet

Total authorizations to date (including this one):

Departmental Approval:

Consultant Acceptance:

G:\Professional Services\CONTRACT.398\254xxxx\25453913.223 C 9Q27\TWO\9 TWO

DocuSign Envelope ID: 15A19D53-DB76-475A-8427-E867E21E4227

Robert T. Carballo, PE Vice President

September 5, 2018

ATTACHMENT “A”

C-9Q27

FPN 254539-1-32-23

Task Work Order 9

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SCOPE OF SERVICES FOR CONSULTING SURVEYING & MAPPING SERVICES

STANTEC CONSULTING SERVICES INC.

1 PURPOSE

This Task Work Order 9 is intended to include all activities necessary for the CONSULTANT to assist the DEPARTMENT in Design Survey Reviews and Rapid Response Surveying & Mapping tasks as detailed in Section 27. All activities will be on an on-call basis as required by the DEPARTMENT and District Location Surveyor, and agreed upon by the CONSULTANT.

Major Work Mix: 8.1 & 8.2

The Scope of Services establishes which items of work described in the FDOT Design Manual and other pertinent manuals to accomplish the work are specifically included in this contract, and also which of the items of work will be the responsibility of the CONSULTANT or the DEPARTMENT.

All plans and design documents are to be prepared with Standard English values in accordance with all applicable DEPARTMENT manuals and guidelines.

The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original recommendation may be required. The CONSULTANT shall incorporate these refinements into the design and will consider this effort to be an anticipated and integral part of the work. This will not be a basis for any supplemental fee request(s).

The CONSULTANT shall demonstrate good project management practices while working on this project.

These include communication with the DEPARTMENT and others as necessary, management of time and resources, and documentation. The CONSULTANT shall set up and maintain throughout the design of the project a contract file in accordance with DEPARTMENT procedures. It shall be the CONSULTANT’S responsibility to utilize the very best Surveying and Mapping judgment, practices, and principles possible during the prosecution of the work commissioned under this contract.

The DEPARTMENT will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of the contract plans. The DEPARTMENT will provide job-specific information and/or functions as outlined in this contract.

2 PROJECT DESCRIPTION

The CONSULTANT shall investigate the status of the projects and become familiar with concepts and commitments (typical sections, alignments, etc.) developed from prior studies. If a Preliminary Engineering Report is available from a prior or current Project Development and Environment (PD&E) study, the CONSULTANT shall use the approved concepts as a basis for the design unless otherwise noted herein or directed by the DEPARTMENT.

Provisions For Work

Surveying & Mapping services shall be accomplished in accordance with the DEPARTMENT's Surveying & Mapping Procedure, Topic 550-030-101; Surveying & Mapping Handbook; Highway Field Survey Specifications; Location Survey Manual (Chapters 1 thru 9, Appendices A thru D); District Seven Standards for Consultant Submitted G.P.S. Static Control Projects; Roadway and Traffic Design Standards (Index Series 600); District Seven Quality Assurance Guidelines and Check Lists; Safety Standards which may be adopted; Right-of-Way Procedures Manual; and current practices, memorandums, and special

DocuSign Envelope ID: 15A19D53-DB76-475A-8427-E867E21E4227

FPN 254539-1-32-23

A-2 instructions. Work shall comply with the Standards of Practice for Surveying and Mapping, Chapter 5J-17 Florida Administrative Code, pursuant to Chapter 472.027, Florida Statutes, and Chapter 177 Florida Statutes.

All field survey work performed for the DEPARTMENT will be recorded in field books furnished by the CONSULTANT. Field books will be 6-1/2" by 8-3/4" cross section book with 10 by 10 grid on both sides of the opening and in the format shown in the DEPARTMENT’s Location Survey Manual. All phases of the Survey data recorded in the field books (such as Bench Line, Reference Points, etc.) will be kept together and not in different sections throughout the book. All electronically collected data shall be per Appendix C Topic No. 550-030-030-a (Automated Survey Data Gathering). It should be noted that only survey data recorded in the format as shown in the DEPARTMENT’s Location Survey Manual shall be accepted unless otherwise directed by the District Location Surveyor. Evidence of a peer review by the CONSULTANT’s Surveyor & Mapper in responsible charge shall be provided with submittals. Upon approval, the field books shall be certified by the CONSULTANT’s Surveyor in responsible charge of the work being performed.

The CONSULTANT shall submit to the DEPARTMENT all survey notes, computations, supporting maps, and necessary Survey Maps (prepared using CADD) to document their surveys. All Surveying & Mapping forms and Map deliverables, such as Right-of-Way Control Surveys, Horizontal and Vertical Project Control forms, Certified Corner Record forms, etc., shall be prepared and submitted in DEPARTMENT standard format, such as Microstation DGNs and an Access Database, and provided to the DEPARTMENT on approved storage media.

If a situation arises that calls for a deviation from the above methods and procedures, written permission must be acquired from the District Location Surveyor.

2.10 Survey (Activity 27)

Design Survey:

This Task Work Order 9 is intended to include all activities necessary for the CONSULTANT to assist the DEPARTMENT in Design Survey Reviews and Rapid Response Surveying & Mapping tasks as detailed in Section 27. All activities will be on an on-call basis as required by the DEPARTMENT and District Location Surveyor, and agreed upon by the CONSULTANT.

Subsurface Utility: N/A

Right-of-Way Survey: N/A

2.11 Photogrammetry (Activity 28) – N/A

2.12 Mapping (Activity 29) – N/A

2.13 Terrestrial Mobile LiDAR (Activity 30) – N/A

2.17 Project Schedule

Within ten (10) days after the issuance of Task Work Order 9, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide a detailed project activity/event schedule for DEPARTMENT and CONSULTANT activities required to meet the current DEPARTMENT Schedule. For the purpose of scheduling, the CONSULTANT shall allow for a four week review time for each phase review and other submittals as appropriate.

The schedule shall indicate all required submittals.

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Periodically, throughout the life of the project, the schedule and curves shall be reviewed, and with the approval of the DEPARTMENT, adjusted as necessary to incorporate changes in the work concept, project milestones and progress to date.

The approved schedule and schedule status report, along with progress and payout curves, shall be submitted with the monthly progress report.

The schedule shall be submitted in excel, spreadsheet, database, or system-compatible format.

2.18 Submittals

The CONSULTANT shall furnish plans and documents as required by the DEPARTMENT to adequately control, coordinate, and approve the plans.

The CONSULTANT shall have their Quality Control, Quality Assurance and applicable Constructability documents complete and available for review by the DEPARTMENT at the time of each phase submittal.

The DEPARTMENT reserves the right to visit the premises of the CONSULTANT at any time to review the project’s status, upon one-hours’ notice.

2.19 Provisions for Work

All maps, plans and designs are to be prepared with English values in accordance with all applicable current DEPARTMENT manuals, memorandums, guidelines and other documents, including, but not limited to, the following:

Survey and Mapping o Rule Chapter 5J-17, F.A.C., Standards of Practice for Professional Surveyors and Mappers o All Applicable Florida Statutes and Administrative Codes o Applicable Rules, Guidelines codes and Authorities of other Municipal, County, State and

Federal Agencies o Florida Department of Transportation Surveying & Mapping Procedure Topic 550-030-101 o Florida Department of Transportation Surveying & Mapping Handbook o Florida Department of Right of Way Procedures Manual

These documents are revised periodically by the responsible agencies and adopted by authorities having jurisdiction on building projects. The design CONSULTANT and the project manager are advised to obtain applicable versions of these documents from the responsible agency prior to use.

2.20 Services To Be Performed By The DEPARTMENT

When appropriate the DEPARTMENT will provide those services and materials as set forth below:

o When appropriate, the DEPARTMENT will provide project data currently on file.

o Provide numbers for field books.

o Provide letters of authorization designating the CONSULTANT as an agent of the

DEPARTMENT in accordance with F.S. 327.274.

o Provide access for the CONSULTANT to utilize the DEPARTMENT’s Information

Technology Resources.

3 PROJECT GENERAL TASKS

PROJECT COMMON TASKS

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Field Reviews: Includes all trips required to obtain necessary data for all elements of the project.

Technical Meetings: Includes meetings with DEPARTMENT and/or Agency staff, between disciplines and subconsultants, progress review meetings (phase review), and miscellaneous meetings. The CONSULTANT shall prepare, and submit to the DEPARTMENT's Project Manager for review, the meeting minutes for all meetings attended by them. The meeting minutes are due within five (5) days of attending the meeting.

Quality Assurance/Quality Control: It is the intention of the DEPARTMENT that Surveying and Mapping CONSULTANTS are held responsible for their work, including plans review. Detailed checking of CONSULTANT plans or assisting in designing portions of the project for the CONSULTANT is not the intent of having external design consultants. The purpose of CONSULTANT plan reviews is to ensure that CONSULTANT plans follow the plan preparation procedures outlined in the criteria are followed with the DEPARTMENT concept, and that the CONSULTANT submittals are complete.

The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications and other services furnished by the CONSULTANT under this contract.

The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all maps, design drawings, specifications, and other documentation prepared as part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation or it may be one specifically designed for this project. The CONSULTANT shall submit a Quality Control Plan for approval within twenty (20) calendar days of the issuance of Task Work Order 9. A marked up set of prints from a Quality Control Review indicating the reviewers for each component (structures, roadway, drainage, signals, geotechnical, signing and marking, lighting, surveys, etc.) and a written resolution of comments on a point-by-point basis will be required with each phase submittal. The responsible Professional Engineer, Landscape Architect, or Professional Surveyor that performed the Quality Control review will sign a statement certifying that the review was conducted and found to meet required specifications.

The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications, and/or other services.

Independent Peer Review: When directed by the DEPARTMENT, a subconsultant shall perform Independent Peer Reviews.

Supervision: Includes all efforts required to supervise all technical activities.

Coordination: Includes all efforts to coordinate with all disciplines of the project to produce a final set of design documents.

4 ROADWAY ANALYSIS – N/A

5 ROADWAY PLANS – N/A

6 DRAINAGE ANALYSIS – N/A

7 UTILITIES – N/A

8 ENVIRONMENTAL PERMITS – N/A

9 STRUCTURES – SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS – N/A

10 STRUCTURES – BRIDGE DEVELOPMENT REPORT – N/A

11 STRUCTURES – TEMPORARY BRIDGE – N/A

12 STRUCTURES – SHORT SPAN CONCRETE BRIDGE – N/A

13 STRUCTURES – MEDIUM SPAN CONCRETE BRIDGE – N/A

14 STRUCTURES – STRUCTURAL STEEL BRIDGE – N/A

15 STRUCTURES – SEGMENTAL CONCRETE BRIDGES – N/A

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16 STRUCTURES – MOVABLE SPAN – N/A

17 STRUCTURES – RETAINING WALL – N/A

18 STRUCTURES – MISCELLANEOUS – N/A

19 SIGNING AND PAVEMENT MARKING ANALYSIS – N/A

20 SIGNING AND PAVEMENT MARKING PLANS - N/A

21 SIGNALIZATION ANALYSIS – N/A

22 SIGNALIZATION PLANS – N/A

23 LIGHTING ANALYSIS – N/A

24 LIGHTING PLANS – N/A

25 LANDSCAPE ARCHITECTURE ANALYSIS - N/A

26 LANDSCAPE ARCHITECTURE PLANS - N/A

27 SURVEY

The CONSULTANT shall perform survey tasks in accordance with all applicable statutes, manuals, guidelines, standards, handbooks, procedures, and current design memoranda.

The CONSULTANT shall submit all survey notes and computations to document the surveys. All field survey work shall be recorded in approved media and submitted to the DEPARTMENT. Field books submitted to the DEPARTMENT must be of an approved type. The field books shall be certified by the surveyor in responsible charge of the work being performed before the final product is submitted.

The survey notes shall include documentation of decisions reached from meetings, telephone conversations or site visits. All like work (such as bench lines, reference points, etc.) shall be recorded contiguously. The DEPARTMENT may not accept field survey radial locations of section corners, platted subdivision lot and block corners, alignment control points, alignment control reference points and certified section corner references. The DEPARTMENT may instead require that these points be surveyed by true line, traverse or parallel offset.

27.1 Horizontal Project Control (HPC)

Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State Plane Coordinate System or datum approved by the District Surveyor (DS) or District Location Surveyor (DLS); may include primary or secondary control points. Includes analysis and processing of all field collected data, and preparation of forms.

Establish/Recover HPC on NAD 83 adjustment of 2011, unless otherwise approved by the District Location Surveyor, for the purpose of establishing the alignment of the project on the Florida State Plane Coordinate System and assure an error free or closed alignment. A horizontal control form will be submitted in both hard copy and an Access database file (template provided by the DEPARTMENT) on all old and new control stations used or set along with the field books. Control points set are to be concrete monuments with an FDOT brass disk, both provided by the CONSULTANT. Control points shall be set at 3,000-foot intervals and in areas likely to survive future construction.

At a minimum, the CONSULTANT shall tie two (2) existing alignment points per mile of alignment during the Primary Control Network. Said alignment points shall be considered as existing Primary Control during post processing.

27.2 Vertical Project Control (VPC)

Establish or recover VPC, for the purpose of establishing vertical control on datum approved by the District Surveyor (DS) or the District Location Surveyor (DLS).; may include primary or secondary vertical control points. Includes analysis and processing of all field collected data, and preparation of forms.

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Establish/recover VPC (a bench line) on NAVD 1988, unless otherwise approved by the District Location Surveyor. A vertical control form will be submitted in both hard copy and an Access database file (template provided by the DEPARTMENT) on all old and new Bench Marks used or set along with the field books. Bench Marks set are to be concrete monuments with an FDOT brass disk, both to be provided by the CONSULTANT. Bench Marks are to be set at 1,000-foot intervals and in areas likely to survive future construction. If any existing FDOT bench mark disks are found in head walls, wing walls, bridges, etc., incorporate these disks in the bench line and submit both a hard copy and an Access database file unless otherwise directed.

27.3 Alignment and Existing Right-of-Way (R/W) Lines

Establish, recover or re-establish project alignment. Also includes analysis and processing of all field collected data, existing maps, and/or reports for identifying mainline, ramp, offset, or secondary alignments. Depict alignment and existing R/W lines (in required format) per DEPARTMENT R/W Maps, platted or dedicated rights-of-way.

This alignment should be established by recovering the tangent lines of existing DEPARTMENT Right of Way maps if such maps exist, or in the center of dedicated Right of Way as per subdivision plats, or in the center of the pavement when no Right of Way map or dedication exists. Note: This alignment shall be approved by the District Location Surveyor and/or their designee before being placed on the ground. No other phases of the Location Survey shall be performed until this Survey Line has been approved by the DEPARTMENT, placed on the ground by the CONSULTANT, and reviewed in the field by the DEPARTMENT and the CONSULTANT’s Surveyor in responsible charge. The DEPARTMENT alignment approval process includes the delivery of the ALGNRDxx CADD file by the CONSULTANT.

Tie all major alignment control points to this baseline control and establish Florida State Plane Coordinates on each respective control point.

Stake and station the alignment at 100' intervals on the proportioned distances between the major control points so the stations will coincide with the Florida State Plane Coordinate System, unless otherwise directed.

The Project RWDTRDxx CADD file shall be prepared and delivered concurrent with the SURVRDxx CADD file and other required deliverables, in their proper file structure as required for final deliverables.

27.4 Aerial Targets

If required, place, locate, and maintain required targets and/or photo identifiable points. Includes analysis and processing of all field collected data, existing maps, and/or reports. Placement of the targets will be at the discretion of the aerial/LiDAR firm.

Aerial or terrestrial mobile LiDAR targets may be placed right and left of alignment on flat surfaces visible from above. Targets are spaced along the project as directed by the photogrammetrist or remote sensor. Target size is specified by the photogrammetrist or remote sensor and should have a contrasting black and white pattern. Horizontal values, stations and offsets and Vertical elevations are required on all targets. For 2D planimetric only photography, vertical values may be established using RTK GPS survey methods, and noted as such in the notes and report.

27.5 Reference Points

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Reference Horizontal Project Network Control (HPNC) points, project alignment, vertical control points, section, ¼ section, center of section corners and General Land Office (G.L.O.) corners as required.

Reference all Survey Line control points. References shall be at every PC, PI (if possible), PT, POT, and POC, and set outside of the proposed Right of Way. The references shall be at intervals not greater than 1000' along the alignment. These references shall be staked in the field and recorded in field books.

If utilized, reference all Offset Survey Line control points. The references shall be in pairs with reference points at least 50’ apart and at 45 degrees more or less off the ahead and back tangents. References shall be at every PC, PI (if possible), PT, POT, and POC, and set outside of the proposed Right of Way. The Offset Survey Line references shall be at intervals not greater than 1000' along the alignment. These references shall be staked in the field and recorded in field books.

27.6 Topography/Digital Terrain Model (DTM) (3D)

Locate all above ground features and improvements for the limits of the project by collecting the required data for the purpose of creating a DTM with sufficient density. Shoot all break lines; high and low points. Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or reports.

It is preferred that a field survey party perform field checks, such as for curb type, utility type and void area densification. Make a complete topographic survey including, but not limited to, apparent wells, trees if required, significant roof drains, visible utilities, lane lines, pavement striping for turn lanes, and passing/no passing lane changes. Incorporate R/W information for entire project in the final topography delivery as shown on DEPARTMENT R/W Maps (if such maps exist) that meets the roadway design CADD standards.

All features and improvements shall be labeled in CADD with sufficient frequency and in such a manner that positive identification can be easily made. Labels shall conform to the current specifications for desired text size and spacing, pursuant to Section 3.9.2, CADD Manual, Topic No. 625-050-001.

27.7 Planimetric (2D) – N/A

27.8 Roadway Cross Sections/Profiles

Perform cross sections or profiles. May include analysis and processing of all field-collected data for comparison with DTM.

The method, approach, and resulting deliverables, to obtain Topographic/DTM checks shall be discussed with and approved by the District Location Surveyor, or their designee.

27.9 Side Street Surveys

Refer to tasks of this document as applicable.

27.10 Underground Utilities – N/A

27.11 Outfall Survey

Locate all above ground features and improvements for the limits of the project by collecting the required data for the purpose of a DTM. Survey with sufficient density of shots. Shoot all break lines, high and low points. Includes field edits, analysis and processing of all field collected data, A-8 existing maps, and/or reports.

Make all out fall and retention/detention pond surveys including high water information, pipe locations, size and flow lines, and any terrain features controlling high water conditions.

27.12 Drainage Survey

Locate underground data (XYZ, pipe size, type, condition and flow line) that relates to above ground data. Includes field edits, analysis and processing of all field collected data, existing maps, and/or reports.

Perform drainage survey including pipe type, location, size and flow line elevations. If drainage system branches off the main line, survey should be extended to the next structure.

27.13 Bridge Survey (Minor/Major)

Locate required above ground features and improvements for the limits of the bridge. Includes field edits, analysis and processing of all field collected data, existing maps, and/or reports.

Provide bridge data survey in accordance with Chapter 4 of the Location Survey Manual.

27.14 Channel Survey

Locate all topographic features and improvements for the limits of the project by collecting the required data. Includes field edits, analysis and processing of all field collected data, maps, and/or reports.

27.15 Pond Site Survey

Refer to tasks of this document as applicable.

27.16 Mitigation Survey

Refer to tasks of this document as applicable.

27.17 Jurisdiction Line Survey

Perform field location (two-dimensional) of jurisdiction limits as defined by respective authorities.

Also includes field edits, analysis and processing of all field collected data and preparation of reports.

27.18 Geotechnical Support

Perform 3-dimensional (X,Y,Z) field location, or stakeout, of boring sites established by geotechnical engineer. Includes field edits, analysis and processing of all field collected data and/or reports.

27.19 Sectional/Grant Survey

Perform field location/placement of section corners, 1/4 section corners, and fractional corners where pertinent. Includes analysis and processing of all field-collected data and/or reports.

Tie section lines, quarter section lines, (and quarter-quarter section lines when pertinent) to the Survey Line. All corners shall be found or set in the field with corners properly identified with size and type and recorded in the field book.

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27.20 Subdivision Location

Survey all existing recorded subdivision/condominium boundaries, tracts, units, phases blocks, street R/W lines and common areas. Includes analysis and processing of all field collected data and/or reports. If an unrecorded subdivision is on file in the public records of the subject county, tie the existing monumentation of the beginning and end of unrecorded subdivision.

Tie all subdivisions including condominium boundaries, at the beginning and end; block lines, and street right of way lines to the Survey Line. Ties shall be made by closed traverse or acceptable redundancy. All block corners shall be found or set in the field with corners properly identified with size and type and recorded in a field book. Efforts should be made to identify all vacated streets within a subdivision, along with the recording data of vacation. It should be noted that 90º ties from the centerline of the side streets or radial ties to any corner will not be accepted by the DEPARTMENT. All ties must be shown as intersecting the Survey Line with the respective subdivision lines.

27.21 Maintained R/W

Perform field location (2-dimensional) of maintained R/W limits as defined by respective authorities, if needed. Also includes field edits, analysis and processing of all field collected data, preparation of reports.

Tie maintained right of way to the survey line where needed and as directed by the maintaining authority. Have the field books certified as to Maintenance Limits by the maintaining authority.

27.22 Boundary Survey

Perform boundary survey as defined by DEPARTMENT standards. Includes analysis and processing of all field-collected data, preparation of reports.

27.23 Water Boundary Survey

Perform Mean High Water, Ordinary High Water and Safe Upland Line surveys as required by DEPARTMENT standards.

Make tide studies where applicable and tie these lines to the Survey Line, to comply with Chapter 177, Part II, Florida Statutes. The CONSULTANT shall tie all ordinary high water and mean high water lines to the Survey Line.

27.24 Right-of-Way Staking, Parcel/Right of Way Line

Perform field staking and calculations of existing/proposed R/W lines for on-site review purposes.

Monument existing R/W line at proposed mast arm/strain pole locations to insure the proposed mast arm/strain pole foundation is within the right of way.

27.25 Right-of-Way Monumentation

Set R/W monumentation as depicted on final R/W maps for corridor and water retention areas.

After construction of the project and as directed by the District R/W Surveyor, all R/W owned by the DEPARTMENT, in fee simple and easement, shall be monumented as directed by the

DEPARTMENT.

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Recover/reestablish the alignment of the project. Stake the alignment at every B.O.S., E.O.S., PC, PI (if possible), PT and POT (1000’ intervals or as previously established) along the alignment and depicted on the R/W Control Survey or R/W Map.

Recover/reestablish all survey line control point references. References shall be at every B.O.S., E.O.S., PC, PI (if possible), PT and POT and set outside the Right of Way. The references shall be at intervals not greater than 1000' along the alignment unless the recovery of previously established references at greater intervals is approved by the District Location Surveyor. These references shall be staked in the field and recorded in field books.

Monument points on the Right of Way (R/W), left and right of each PC, each PT, each PI (if no curve) and each POT along the alignment, and also at each break point on the R/W line.

In areas where platted rights of way precede FDOT right of way, R/W Control Survey subdivision block monumentation shall be held or reset at locations shown on the survey.

At the same time the R/W Monumentation is performed, the Public Land and other corners that fall within the R/W will be monumented.

Additional subdivisions/condominiums that are found to have been platted subsequent to the R/W Control Survey or R/W Map shall be field surveyed and the survey information recorded in DEPARTMENT field books. The subdivision information shall be included in the CADD file and shown on the R/W Monumentation Map. The existing R/W Control Survey shall not be modified nor shall a new R/W Control Survey be prepared.

27.26 Line Cutting

Perform all efforts required to clear vegetation from the line of sight.

27.27 Work Zone Safety

Provide work zone as required by DEPARTMENT standards.

27.28 Miscellaneous Surveys

Refer to tasks of this document, as applicable, to perform surveys not described herein.

27.29 Supplemental Surveys – N/A

27.30 Document Research

Perform research of documentation to support field and office efforts involving surveying and mapping.

27.31 Field Review

Perform verification of the field conditions as related to the collected survey data.

27.32 Technical Meetings

Attend meetings as required and negotiated by the Surveying and Mapping Department.

27.33 Quality Assurance/Quality Control (QA/QC)

Establish and implement a QA/QC plan. Also includes subconsultant review, response to comments, any resolution meetings if required, and preparation of submittals for review, etc.

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27.34 Supervision

Perform all activities required to supervise and coordinate project. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the District Surveying Office.

27.35 Coordination

Coordinate survey activities with other disciplines and any and all adjacent and integral consultants so as to produce a final and complete survey product for the project(s) described herein. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the District Surveying Office.

28 PHOTOGRAMMETRY - N/A

29 MAPPING - N/A

30 TERRESTRIAL MOBILE LiDAR – N/A

31 ARCHITECTURE DEVELOPMENT – N/A

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE - N/A

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS - N/A

34 INTELLIGENT TRANSPORTATION SYSTEM PLANS - N/A

35 PROJECT REQUIREMENTS

35.1 Liaison Office

The DEPARTMENT and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on all matters of this project remain with the DEPARTMENT Project Manager.

35.2 Key Personnel

The CONSULTANT’s work shall be performed and directed by the key personnel identified in the proposal presentations by the CONSULTANT. Any changes in the indicated personnel shall be subject to review and approval by the DEPARTMENT.

35.3 Progress Reporting

The CONSULTANT shall meet with the DEPARTMENT as required and shall provide written progress and schedule status reports that describe the work performed on each task. Progress and schedule status reports shall be delivered to the DEPARTMENT concurrently with the monthly invoice. The Project Manager will make a judgment as to whether work of sufficient quality and quantity has been accomplished by comparing the reported percent complete against actual work accomplished.

35.4 Correspondence

Copies of all written correspondence between the CONSULTANT and any party pertaining specifically to this contract shall be provided to the DEPARTMENT for their records within one

(1) week of the receipt or mailing of said correspondence.

35.5 Professional Endorsement

The CONSULTANT shall have a Licensed Professional Surveyor and Mapper in the State of Florida sign and seal all reports, documents, and plans as required by DEPARTMENT standards.

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35.6 Computer Automation

The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems.

The DEPARTMENT makes available software to help assure quality and conformance with policy and procedures regarding CADD. It is the responsibility of the CONSULTANT to meet the requirements in the DEPARTMENT’s CADD Manual and CADD Production Criteria Handbook (including the minimum 95% compliance threshold for all design files). The CONSULTANT will submit final documents and files as described herein.

35.7 Coordination with Other Consultants

The CONSULTANT shall coordinate their work with any and all adjacent and integral consultants so as to effect complete and homogenous plans and specifications for the project(s) described herein.

35.8 Optional Services – N/A

36 INVOICING LIMITS

Payment for the work accomplished will be in accordance with the Method of Compensation of this contract. Invoices shall be submitted to the DEPARTMENT in a format prescribed by the DEPARTMENT. The DEPARTMENT Project Manager and the CONSULTANT shall monitor the cumulative invoiced billings to insure the reasonableness of the billings compared to the project schedule and the work accomplished and accepted by the DEPARTMENT.

37 LENGTH OF SERVICES

The beginning date of services shall be per Task Work Order 9 and shall be completed by July 19th, 2021, or earlier if directed by the DEPARTMENT’s Project Manager.