2023-06-15 V. A. #23-003-TRC, FDOT Access Mgmt Cklist F D OT
ACCESS MANAGEMENT PERMIT CHECKLIST
PERMIT APPLICATION
All permits Category C and above must have a Pre- ACCESS MANAGEMENT COUNTIES/REVIEWERS:
Application Meeting with FDOT Staff and provide the DeSoto&Hardee:
permit application and conceptual site plan for the Megan Hurst
meeting.This is to be coordinated with the local 863-519-2258 or megan.hurst@dot.state.fl.us
operations center. Manatee&Sarasota:
Staff recommendations and determination of traffic Kim Strickland
impacts areas will be provided at the Pre-Application 863-519-2236 or kim.strickland@dot.state.fl.us
meeting to expedite review of the permit submittal in Polk,Highlands,and Okeechobee:
One Stop Permitting. John Johnson
FOOT-One Stop Permitting 863-519-2387 or john.johnson@dot.state.fl.us
The permit submittal in OSP must include a complete Lee,Collier,Charlotte,Glades,&Hendry:
set of signed and sealed plans,signed and sealed Mark Clark
Traffic Study,and the required project related
239-225-1984 or mark.clark@dot.state.fl.us
information in accordance with Florida Administrative
Code 14-96.
GENERAL INFORMATION
The Department does not permit All property under ownership to be included in the complete
development in phases. submittal.Entire property to be included in both plans and
traffic study.
• Ensure all permit submittals are made simultaneously
,Access and Drainage permits are
reviewed and approved simultaneously. via the OSP website.
• Plans for drainage and access permits are required to
match.
Off-system Improvements • Any proposed changes to city or county access will
require the provision of a signed Letter of
Authorization from the appropriate agency.
® Drainage permits • Any proposed development adjacent to the State
Road, irrespective of access connection, is
required to submit for a drainage permit.
PLANS
Cover Sheet • Include Location
• Include vicinity map
• Include permit application numbers
Existing Conditions • Include entire property under ownership
• Include all existing buildings.
• Include all existing driveways
• Include all parking and internal site circulation plan.
= Proposed Site plan • Include entire property under ownership
• Include all proposed buildings.
• Include all proposed driveways
• Include all parcels to be served with requested access.
• Include all parking and internal site circulation plan.
® Roadway Improvements • Roadway Improvement Plans
• All proposed improvements,left turn lane(s),right
turn lane(s),signal plans,intersection improvements,
etc.
• Cross sections every 50-feet.
• All existing and proposed connections are to be called
out.
• Must be designed in accordance with Florida Design
Manual.
❑ Truck turning template • Utilize FDOT approved software.
• Utilize largest anticipated vehicle
• Provide ingress and egress all connection locations
• Provide internal site circulation
Driveway Detail Sheet • Driveway geometrics(lane widths,radii,etc.
(standards 16'inbound, 12'outbound,and 35'radii)
• Centerline profile(s)with elevation and slope
percentage from centerline of State Road to 50'
beyond property line.
Aerial Exhibit • Include all connection and median features within 600'
of the proposed driveway(s)for a roadway with a
speed 45 mph or less.
• Show all connection and median features within 1320'
of the proposed driveway(s)for a roadway with a
speed greater than 45 mph.
Boundary Survey • Show adjacent parcels,label ownership and all known
easements.
• Show location of all property boundaries.
• Provide a copy of the Warranty Deed.
NON-CONFORMING ACCESS
❑ Draft cross access agreement • Draft cross access agreement provided for review
• Submitted via OSP in conjunction with permit
application.
• Reviewed and approved by FDOT Legal and Surveying
and Mapping.
❑ Court recorded cross Access agreement • Court recorded cross access agreement to be provided
in OSP with final permit set for records.
TRAFFIC STUDY
® • Executive Summary
Category C and above applications(600 • Introduction
trips or more a day) • Existing Conditions
• Proposed Conditions
• Mitigation and Improvements
• Conclusions and Recommendations
• Appendix
• Project location map and site plan
•Background and project description Type of proposed uses
• Size-building square footages,units,etc.
• Construction schedule—opening and build-out years
• Study needs to include posted and planned speed
limits,design speeds for major roadways,context
classification and access classification.Include spacing
requirements for Access Class.
• On cover page include FDOT Section and MP numbers
from FDOT Straight Line Diagram
https://fdotewpl.dot.state.fl.us/slogis/Reviewed and
approved by FDOT Legal and Surveying and Mapping.
• Document field review of existing conditions including
Existing Conditions turn lane lengths and queueing conditions during peak
hours.
• Include Aerial of intersections.
• Signal timings-for study area
• Multimodal accommodations including transit,
pedestrians,and bicyclists
• AM/PM turning movement counts(TMCs)-include
truck,pedestrian,and bicycles
• Include any discussions/agreements with local entity
• Account for other planned developments in the area
• Document programmed improvements on state and
local roads in study area
® • Daily/AM/PM Peak hours. Provide source,trip rates
Traffic Forecasts: Utilize the most and table of calculations by land-use
recent version of the ITE Trip • Trip Distribution-Include model data and historical
Generation(currently 11th Edition). data.Show Graphically.
• FDOT Planning assist on approval of trip distributions
and growth rates.Show graphic of percent
distribution and trips.
• Use ITE approved pass-by and capture rates.
• Background traffic-adjust appropriately.Show
graphically.
• Background plus project trips.Show graphically.
® •Traffic Analysis • Capacity analysis-project driveways and impacted
intersections
• AM and PM peak hours analyses-unless special
circumstances require mid-day/weekends.
• Analysis volumes match graphics and truck
percentages match TMC
• Multimodal evaluation
• Reasonable signal timings
• Existing analysis results match field conditions
• Include input and output data sheets
• Summarize LOS/Delay-with and without project
results
• Signal warrant analysis-provide signed and sealed
based on FOOT D1 procedures.
• If warrants met—separate ICE required
• Access spacing-meet agency access spacing
guidelines
• Turn lane analysis
• Mitigation measures result in acceptable operations
SIGNAL WARRANT ANALYSIS Manual on Uniform Traffic Control Devices(MUTCD)-FHWA(dot.gov)
❑ To be provided if signal warranted are • Submitted upon approval of Traffic Study Only
met in accordance with MUTCD • Complete document in PDF format
• Document to signed and sealed
INTERSECTION CONTROL'ICE'ANALYSIS Intersection Operations and Safety(fdot.gov)
❑ ICE Analysis required • Proposed signal locations
• Reconstruction of existing intersections
• Driveway Access Category E and above
• Complete document in PDF format
• Document to be signed and sealed
Spacing Standards:
t OMRL
Class Medians Median Openings Signal Connection
..core than 451stP-4 45 naP-4 and less
PUlr "4l
Posted Speed Posted 7,peed
❑ 2 Restrictive 2,640 1,320 2,640 1,320 660
w/Service Roads
❑ 3 Restrictive 2,640 1,320 2,640 660 440
❑ 4 Non Restrictive 2,640 660 440
❑ 5 Restrictive 2,640 660 2,640 440 245
at trod,,,ten 3ti .'42 Ate,'h•rt 4
MVH Posted Speed MPH Posted Speed
1,320 1,320
at 3',MPH or Irs 3,A,t O,• „r 1e5;
Posted Speed Posted Sneed
6 Non tt.-,trit five' 1,320 440 245
7 Both Median Types 660 330 1,320 125 125
Site Specific Comments:
1. This location on SR 70 is Section#9107000, Mile Post 10.33
2. This will be a mixed retail development with a carwash, quick service restaurant and outdoor storage.
3. The full-median opening that aligns with SE13th Street does not meet the full median opening spacing
standards of 660 feet. When this development moves forward, the department would look to have the full
median opening modified to a dual directional median opening.
4. The Department would request the developer explore shifting the driveway on the western portion of the site
to a location to prevent exiting traffic from accessing the adjacent directional median opening,as these short
weave scenarios create operational and safety concerns.
5. The developer should explore establishing adequate throat depth for the main driveway location,to prevent
operational issues and potential queueing back into the state facility.
6. The developer should be aware the Department will require any existing driveway features be removed and
the right of way restored with this permit.
7. A Traffic Impact Study will be required for this project.The study must meet the requirements outlined in the
checklist and include intersection evaluation for the U-turns at all appropriate locations(SR 70/NE 14t'',SR
70,and SE 10th Ave).
8. Off-site improvement will be evaluated during the permit review process.
9. If off-site improvements are required,the improvements must be design per FDOT Standard Plans and the
Florida Design Manual.
10. FPID#444641-1 SR 70 Resurfacing from east of US 441 to NE 17th Ave.The Project Manager is Phil
Menke, he can be reached at(863)519-2803.
Thursday, December 1, 2022
Access Management / District Drainage
Sign in Sheet 10:15am - 11:00am
Park Prime Retail - SR70 Okeechobee
Name Company Phone Email
O Douglas Stewart FDOT Permitting (863)471-4851 douglas.stewart@dot.state.fl.us
OBrad Musser FDOT Manager (863) 612-4624 bradley musser@dot.state.fl.us
OSamantha Ervin FDOT Drainage (863) 519-2586 samantha.ervin@dot.state.fl.us
O Jimmy Vilce FDOT Permitting (863) 519-2311 jimmy.vilce@dot.state.fl.us
O Rob Bliven FDOT Design (863) 519-2481 rob.bliven@dot.state.fl.us
O Mark Clark FDOT Access (239) 225-19840 mark.clark@dot.state.fl.us
O Rob Swann FDOT Safety (863) 519-2447 rob.swann@dot.state.fl.us
OJohnny Herbert American Civil Eng. (407) 376-1777 johnny@americancivilengineering.com
O Gary Ritter Okeechobee City (863) 763-9812 gritter@cityof okeechobee.com
O David Allen Okeechobee City (863) 763-9812 dallen@cityof okeechobee.com
O Patty Burnette Okeechobee City (863) 763-9812 pburnette@cityof okeechobee.com