7-26Q-135 Scope of Services.pdf
PDF 458 KB Posted
- Solicitation number
- 26-135
- Issued by
- Marion County, Florida
About this file
Summary
This is a Scope of Work document issued by the Marion County Office of the County Engineer for Request for Qualifications (RFQ) 26Q-135 regarding engineering services for the NW 44th Avenue - Add 2 Lanes project. The project involves a 1.4-mile corridor extending from NW 60th Street to West Highway 326, currently a two-lane undivided highway with 12-foot travel lanes and curb and gutter, with existing right-of-way ranging from 50 to 130 feet. The selected consultant will serve as the Marion County Design Consultant and Engineer of Record to prepare a Preliminary Engineering Report (PER) and perform design of construction plans, specifications, and permitting documents. The contract term is twenty-four months with provisions for extension or additional negotiation at the County's discretion pending mutual agreement and Board approval. The consultant will conduct site visits during each design milestone (30%, 60%, 90%, 100%, and Final stages), attend a pre-bid conference, and provide bid assistance including review and recommendations to the County. Post-design services include construction support, ongoing site inspections, permit coordination, and as-built review.
The scope of work encompasses comprehensive engineering deliverables including traffic analysis, environmental and cultural resources review, public involvement coordination, preliminary and final alternatives evaluation, survey and right-of-way services, roadway design with ADA-compliant pedestrian facilities, drainage design for stormwater management, utility coordination, signalization design (if warranted), maintenance of traffic plans, quantity estimation, permitting coordination with regulatory agencies including the Southwest Florida Water Management District and Army Corps of Engineers, and geotechnical engineering services. The consultant shall design a minimum 120-foot right-of-way four-lane divided roadway with 12-foot lanes, 4-foot paved shoulders, curb and gutter, grassed median, and 5-foot sidewalks on each side, conforming to Marion County standards, the Florida Department of Transportation specifications, and applicable local and federal requirements. Cost estimates shall be provided at 30%, 60%, 90%, 100%, and Final design stages, with detailed quantity takeoffs at 60%, 90%, 100%, and Final stages. The County will conduct plan reviews at specified design milestones with a 15-business-day turnaround for review comments, and the consultant shall maintain internal QA/QC review and provide written responses documenting how County comments were addressed in subsequent submissions.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
MARION COUNTY
OFFICE OF THE COUNTY ENGINEER
COVER PAGE
REQUEST FOR QUALIFICATIONS
RFQ 26Q-135
SCOPE OF WORK
NW 44th Ave - Add 2 Lanes
From NW 60th Street to West Highway 326
RFQ 26Q-135 | NW 44th Ave – Add 2 Lanes
Marion County Office of the County Engineer Page 2 of 10
TABLE OF CONTENTS
COVER PAGE
TABLE OF CONTENTS
PART 1 - SCOPE OF WORK
1.1 BACKGROUND
1.2 TERM OF AGREEMENT
1.3 SCOPE OF WORK
1.4 DESIGN CRITERIA AND STANDARD
Criteria:
Standards
1.5 PRELIMINARY ENGINEERING REPORT
Traffic Analysis
Environmental & Cultural Resources Review
Public Involvement
Preliminary Alternatives, Evaluations, and Other Findings
Final Alternatives, Evaluations, and Other Findings
1.6 DESIGN
Survey & Right-of-Way
Right-of-Way Acquisition Support
Roadway Design
Drainage Design
Existing Utilities
New Utility Design Depiction
Signs and Pavement Markings
Signalization Plans (if needed based on PER analysis)
Maintenance of Traffic (MOT) and Sequencing Plans
Quantity Estimation
Special Provisions
Permitting
Geotechnical Engineering
Plan Reviews and Deliverables
Constructability Review
Site Visits
Bid Assistance
1.7 POST DESIGN SERVICES
Construction Support
Site visits
Permits
As-builts
Marion County Office of the County Engineer Page 3 of 10
PART 1 - SCOPE OF WORK
1.1 BACKGROUND
The Office of the County Engineer wishes to obtain proposals and establish agreements for engineering-related services. The Department wishes to have an agreement with one (1) consultant to (a) prepare a Preliminary
Engineering Report (PER) and (b) perform design of construction plans, specifications, and permitting documents for the NW 44th Ave – Add 2 Lanes (from NW 60th St to W Hwy 326), project # STC073888.
The existing roadway is a 1.4-mile two-lane undivided highway with 12-foot travel lanes and curb and gutter. The existing right-of-way ranges from 50 feet to 130 feet. A 0.25-mile section of the corridor just north of NW 63rd
Street is designated as a scenic road under Marion County's Land Development Code. This section contains multiple oak trees near the roadway creating a tree canopy over the road. The consultant shall consider the scenic road designation and its implications on alignment, typical section, tree impacts, and required right-of-way as part of the PER.
1.2 TERM OF AGREEMENT
The contract term will be for twenty-four (24) months, with a provision for extension or additional negotiation at the discretion of the County, pending mutual agreement and Board approval. The contract will be awarded to one (1) consultant. The selected firm shall serve as the Marion County Design Consultant and Engineer of Record (EOR) for this project.
1.3 SCOPE OF WORK
The consultant will prepare a PER for the assigned segment of the NW 44th Ave project, in accordance with
Marion County Standards, Marion County Land Development Code (LDC), the Florida Department of
Transportation (FDOT) standards, specifications and other applicable local, Federal, and State agency and code requirements. The planned roadway will have a minimum right-of-way (ROW) of 120 feet, which will include a four
(4) lane divided roadway with 12-foot lanes, 4-foot paved shoulders, curb and gutter, a grassed median, a 5-foot wide sidewalk on each side, and associated stormwater drainage structures and facilities.
1.4 DESIGN CRITERIA AND STANDARD
The design shall conform to the following criteria and standards:
Criteria:
• Design Speed: 45mph
• Street Classification: Collector
• Right of Way Width and Typical Section: 120 ft (minimum), 4 Lane Urban Collector/Arterial (per LDC
Section 6.12.2)
• Stormwater Design – Quantity: (per LDC section 6.13.4 and applicable Southwest Florida Water
Management District (SWFWMD) Criteria)
Marion County Office of the County Engineer Page 4 of 10
• Stormwater Design – Quality: (per LDC Section 6.13.6 and Applicable SWFWMD criteria)
• Pedestrian Facilities: Compliance with applicable ADA, Marion County, and FDOT standards and specifications.
Standards
• Marion County Construction Specifications and Design Details
• Marion County Land Development Code (LDC), Latest Edition
• Florida Department of Transportation (FDOT) Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, 2023 Edition (Greenbook)
• Florida Department of Transportation (FDOT) Manual on Intersection Control Evaluation, January 2026
Edition (ICE)
• Florida Department of Transportation (FDOT) FY 2026-27 Standard Plans for Road and Bridge
Construction
• Florida Department of Transportation (FDOT) FY 2026-27 Standard Specifications for Road and Bridge
Construction
• Manual on Uniform Traffic Control Devices for Streets and Highways, 11th Edition, Including Revision 1
(MUTCD)
• 2010 ADA Standards for Accessible Design
• Public Right-of-Way Accessibility Guidelines (PROWAG)
1.5 PRELIMINARY ENGINEERING REPORT
THE PER SCOPE WILL INCLUDE THE FOLLOWING ITEMS:
Traffic Analysis
• Available traffic data, traffic studies, and planning documents
• Roadway segment level of service analysis
• Intersection level of service analysis
• Access management evaluation
• Intersection control evaluation (ICE) for NW 44th Ave at NW 63rd St intersection
Marion County Office of the County Engineer Page 5 of 10
• Signal warrant analysis for NW 44th Ave at NW 63rd St intersection (if determined to be needed in ICE)
Environmental & Cultural Resources Review
• Modified Environmental Assessment
• Natural Resource Assessment
• Environmental Contamination Database evaluation
• Historical and Archeological Assessment
Public Involvement
• Prepare presentation materials for Board of County Commissioners (BCC) workshop
• Prepare presentation materials and exhibits for public hearing
• Assist with property owner notifications for public hearing
• Attend and present at BCC workshop
• Attend and present at public hearing
• Attend final BCC adoption meeting
Preliminary Alternatives, Evaluations, and Other Findings
• Preliminary Typical Section Alternatives
• Preliminary Alignment Alternatives
• Preliminary Drainage Evaluation
– Drainage Retention Areas (DRA) Siting
– Site Identification
– Seasonal High Water (SHW) Review
• Field reconnaissance evaluation and field surveys
• Geotechnical reports and evaluation
• Alternative Proposals and Analysis, if necessary
• Identify and account for adjacent or nearby projects that may affect the design. The County will provide known adjacent project information at the project kickoff meeting.
• Design Criteria and Standards
• Right-of-Way Requirements
Final Alternatives, Evaluations, and Other Findings
• Finalized versions of preliminary alternatives, evaluations, and other findings incorporating public and BCC feedback
• Final recommendation(s)
• Final signed and sealed PER document
Marion County Office of the County Engineer Page 6 of 10
1.6 DESIGN
The performance of design-associated work is planned to include the following items:
Survey & Right-of-Way
• Conduct surveys (field and aerial as deemed necessary) to obtain topography and locate above-ground improvements pertinent to the design. All survey shall be referenced to the North American Vertical Datum of 1988 (NAVD 88) for vertical control and the Florida State Plane Coordinate System, East Zone, NAD 83 for horizontal control.
• Survey to locate the following within the proposed right-of-way and a minimum 20-foot wide strip along each side of the proposed right-of-way: topography, above-ground utilities or their marks, above-ground improvements pertinent to the design, drainage system, and finish floor elevation for buildings within 50 feet of the proposed ROW. Major improvements (such as buildings) within a 50-foot wide strip along each side of the proposed right-of-way also need to be located.
• Stake-out location for design-related testing.
• Prepare legal descriptions and sketches for the acquisition of the required right of way and drainage retention areas, Temporary Construction Easements and Public Easements.
Right-of-Way Acquisition Support
• Coordinate with surveyor for preparation of right-of-way acquisition sketches and legal descriptions
• Verify that surveyor's sketches and legal descriptions match property needs shown in design plans
• Prepare table of all parcels to be acquired, including acreage for:
– Fee simple right-of-way
– Drainage easements
– Permanent slope easements
– Temporary construction easements
– Any other easements required
Roadway Design
• Prepare final construction plans for the proposed roadway and intersections. Plans will include, but not be limited to, the following:
– Cover sheet
– General project notes
– Typical Sections
– Existing drainage basins map with proposed DRA locations
– Plan and Profile drawings
– Road cross sections at 100-foot (minimum) intervals plus critical locations, such as driveways, cross drains, and major drainage structures. Cross sections to include elevations.
– Erosion control plan
– Details necessary to clarify intent of design
– Miscellaneous construction details
Marion County Office of the County Engineer Page 7 of 10
– All sidewalks, pedestrian ramps, and crosswalks shall be designed to meet ADA requirements and current accessibility standards
– Drainage Easements (DE), Permanent Slope Easements (PSE), and Temporary Construction
Easements (TCE) are to be shown at 60% complete stage, and are to be revised as needed during remainder of design
– Coordinate water and sewer plans (prepared by others) with applicable agency should they desire to install utility lines as part of the project
Drainage Design
• Prepare drainage designs to provide stormwater management for the proposed roadway. This does not include designs to resolve existing offsite drainage problems. Portions of the project corridor traverse FEMA
Flood Zone AE and Zone X.
• The County currently owns and maintains three (3) Drainage Retention Areas (DRAs) along the project corridor. Two DRAs are located within Parcels 13205-001-00 and 13144-003-00. The third DRA is located within the right-of-way of the horizontal curve just south of Parcel 13155-001-00. The consultant shall evaluate the capacity of the existing DRAs and determine whether they are sufficient to accommodate stormwater runoff from the widened roadway or whether improvements or additional DRAs are needed.
Existing design plans for the DRAs are included with this RFQ.
• Work included in the Scope includes:
– Collect and review available drainage data, including existing drainage maps
– Delineate drainage areas on aerial maps
– Design drainage system per applicable standards and criteria from WMD, County, or as approved by the OCE
– Account for applicable FEMA floodplain requirements. Determine whether a FEMA Letter of Map
Revision (LOMR) or other floodplain management documentation is required as part of the project permitting.
– Provide details for non-standard drainage structures
– Drainage maps and details will be incorporated into, and become an integral part of, the overall roadway plans
– Soil boring locations for the DRAs shall be identified on the DRA sheets. The boring logs shall be included in the set of plans
– Existing improvements, including storm drainage, will be shown and labeled, as appropriate, on the plan view of the plan and profile sheets. Existing improvements to remain shall be labeled accordingly.
Existing Utilities
• Locate and show all existing above-ground utilities; show underground utilities in the drawings based on maps and drawings provided by utility owners
• Existing utilities located shall be shown in the base drawing for the roadway design
• Lead coordination with private utility owners to identify required relocations
• Conduct utility coordination meetings as needed
• Identify utility conflicts and work with County to develop resolution strategies
Marion County Office of the County Engineer Page 8 of 10
• Subsurface Utility Engineering (SUE) may be required at select locations to verify depth of utilities and ensure no conflicts with proposed stormwater infrastructure
New Utility Design Depiction
• The City of Ocala, Marion County Utilities, or other utility owners may elect to install new utilities in conjunction with this project. However, the preparation of conceptual and detailed, designs and construction notations, instructions, and specifications for the proposed utilities and obtaining all applicable permits will be independent of this project and be the responsibility of the utility owner.
• Incorporate and depict proposed utilities, as provided, into the base drawing for the roadway design.
• Coordinate with designers for the various utility systems to avoid conflicts
• Notify the Office of the County Engineer of unresolved underground conflicts and coordinate conflict resolution
Signs and Pavement Markings
• Prepare ground signing and pavement marking plans compatible with the roadway and traffic signalization design. All signs and pavement markings will conform to the Florida Department of Transportation Traffic
Operations Standards and the Manual on Uniform Traffic Control Devices. Plans will include, but not be limited to:
– Show the location of ground signs and pavement markings
– Details of signs, as needed
– Designated numbers for signing
– Pay items for signs and pavement markings
Signalization Plans (if needed based on PER analysis)
• Signal design shall be performed by a Florida Licensed Traffic Engineer
• All signal designs shall meet FDOT standards and Marion County requirements
• Include roadway illumination/lighting design at the intersection
Maintenance of Traffic (MOT) and Sequencing Plans
• Preparation of construction phasing information which will outline sequences of construction and traffic control
• MOT plans shall be in accordance with the requirements contained in the "State of Florida Manual on
Traffic Controls and Safety Practices for Street and Highways Construction, Maintenance and Utility
Operations"
• The MOT and Sequencing plans are to be presented at the 90% design stage in a preliminary and schematic format. More detail, if necessary, will be presented in subsequent design stages.
• The scope and detail of the MOT and Sequencing Plans shall be sufficient for bidders to estimate the work effort required
Quantity Estimation
Marion County Office of the County Engineer Page 9 of 10
• Compute the quantities of all materials required for construction and prepare a pay item schedule listing the various construction details. Quantity Takeoffs to be presented at the 60%, 90%, 100%, and Final stages of design.
• Furnish engineer's estimate of probable construction cost at 30%, 60%, 90%, 100%, and Final stages
The 30% cost estimate shall be based on parametric or unit cost methods using recent comparable project data. Detailed cost estimates shall be prepared at the 60%, 90%, 100%, and Final stages.
Special Provisions
• Prepare Special Provisions to the project construction specifications, based on Marion County standards.
These will serve as a supplement to the Standard Specifications.
Permitting
• Research and contact (as needed) the following regulatory agencies to verify the extent of permit requirements for the project:
– The Southwest Florida Water Management District (Environmental Resource Permit)
– The Florida Department of Environmental Protection (if applicable)
– The Army Corps of Engineers (if wetlands are involved)
– National Pollutant Discharge Elimination System (NPDES) – erosion and sediment control
– No FDOT permits are anticipated for this project.
– Address wetlands impact mitigation using applicable wetland mitigation banks. Designs for the creation of wetlands shall be considered additional services. Should wetlands or protected species requiring mitigation be identified during the PER, scope and budget will be reviewed and updated at that time.
– Prepare applicable permit applications, calculations, drawings, reports, and sketches for submittal to the pertinent permitting agency
– Follow the permitting process, provide support, and respond to Requests for Additional Information (RAIs)
– Provide for certification of completion and closeout of permits for which applications were prepared
Geotechnical Engineering
• Develop the scope of geotechnical investigation for design of the roadway and DRAs, procure a qualified geotechnical firm as a subconsultant, and manage the geotechnical services through completion. The cost of geotechnical services shall be included in the consultant's fee proposal.
Plan Reviews and Deliverables
• Plan reviews by the County are to take place at thirty percent (30%), sixty percent (60%), ninety percent
(90%), one hundred percent (100%), and Final stages of project completion. The County will provide review comments within 15 business days of each submittal. The consultant shall provide a written response to all County review comments with each subsequent plans submittal, documenting how each comment was addressed.
• Consultant shall perform internal Quality Assurance/Quality Control (QA/QC) review on all deliverables prior to submission to the County, including but not limited to: design plans, permit applications, cost estimates, and right-of-way sketches and legal descriptions
Marion County Office of the County Engineer Page 10 of 10
• Digital deliverable formats required: AutoCAD files (saved in 2022 format or newer), PDF plan sets, and any other formats required by County or permitting agencies
Constructability Review
• Perform constructability review at the 90% design stage
• Identify potential construction phasing issues
• Recommend construction sequences to minimize impacts to traffic and adjacent properties
Site Visits
• Conduct site visits during each milestone (30%, 60%, 90%, 100% & Final Deliverables) period to verify the project is progressing in accordance with the intent of the design.
Bid Assistance
• Consultant will assist County in bid process, bid review, and bid award.
• Attend the pre-bid conference and answer design-related questions.
• Assist the County in preparing addendums to be issued by the County.
• Review bids and prepare recommendations for the County.
1.7 POST DESIGN SERVICES
Post design services will include, but are not limited to, the following items:
Construction Support
• Attend preconstruction, utility, coordination, and progress meetings.
• Review, comment, and approve shop drawings and submittals.
• Provide responses to requests for information (RFI’s) and clarification of design questions.
• Keep an updated log and status of all incoming and completed RFI’s.
• Review contractors pay applications and material quantities.
• Requesting and reviewing roadway and drainage construction testing, including additional geotechnical testing.
• Revise plans and/or specifications for unforeseen conditions.
• Assist with punch list items.
Site visits
• Inspect the site for adherence to project plans and specifications.
• Conduct site visits during each construction milestone (To be determined by OCE) period.
• Conduct site visits as needed to document as-built conditions.
• These site visits are intended to verify that work is proceeding in accordance with the intent of the design and to allow for completion certifications upon completion of construction.
Permits
• Coordinate with the contractor to submit The National Pollutant Discharge Elimination System (NPDES) permit.
• Submit follow-up permit modifications (as necessary.)
• Close any permits that were issued in association with the Project such as Water Management District permits.
As-builts
• Review and approve as-builts submitted by the Contractor.
File details come from the government source that posted it. Updated .