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Kimley-Horn and Associates, Inc.
SARASOTA TRANSPORTATION 101
WEEK 3
OCTOBER 10, 2017
CHRISTOPHER HATTON, P.E.
Traffic Impact Studies
and Our Multi-Modal Future
Kimley-Horn and Associates, Inc.
Presentation Overview:
Transportation 101
Kimley-Horn and Associates, Inc.
Transportation Impact Studies
> Advantage or Disadvantage!?
> County and City Requirements
> A TIS…Step-By-Step
Multi-Modal Mobility Fee
> Old – Concurrency and Transportation Impact Fees
> New – Mobility Fee and ???
What’s Next?
Transportation Impact Studies:
Advantage or Disadvantage?
Kimley-Horn and Associates, Inc.
Advantage!
Help to accurately identify traffic impacts from
development
Help overloaded County staff
Help identify needed transportation improvements for
Capital Improvement Program
Need to educate the public, and governing boards
(Planning Commissions, BOCC, etc)
Transportation Impact Studies:
Advantage or Disadvantage?
Kimley-Horn and Associates, Inc.
Disadvanatge?
“Old Days” (with concurrency, pre-2011) rules would
push out development to the suburbs
Note: “New Rules” (with mobility fees, current)
encourages urban and in-fill development
Don’t have to build the improvement, now “Pay and Go”
County and City still have some type of transportation
study requirements
Transportation Impact Studies:
County and City
Kimley-Horn and Associates, Inc.
Sarasota County and City of Sarasota
County
Even with the Adoption of the Mobility Fee in 2016,
the County still requires a traffic study (Operational
Analysis, and “Still To Be Decided”)
City
Has (three) Traffic Consultants that conduct specific
traffic studies for development proposed in the City
TRAFFIC IMPACT STUDIES
“Site transportation impact studies should be prepared
under the supervision of a qualified and experienced
transportation professional who has specific training in
traffic and transportation engineering and planning and
several years of experience related to preparing
transportation studies for existing or proposed developments.
The ability to forecast and analyze transportation needs
both for developments and for transportation systems is
essential.”
Transportation Impact Analyses for Site Development,
Institute of Transportation Engineers, 2010.
Kimley-Horn and Associates, Inc.
PROJECT TRAFFIC
Trip: Journey from an origin to a destination
Trip End: The portion of a trip associated with either
the origin or the destination
Kimley-Horn and Associates, Inc.
Project Traffic
• Trip Generation
• Trip Distribution
• Mode Choice
• Assignments
Kimley-Horn and Associates, Inc.
TRIP GENERATION
Data Sources
▪ ITE Trip Generation
▪ Local standards
▪ New data
Kimley-Horn and Associates, Inc.
Kimley-Horn and Associates, Inc.
TRIP GENERATION
Pass-by capture
▪ Magnitude
▪ ITE Trip Generation Handbook
▪ Adjacent street traffic (10% or 15% of total)
▪ Local criteria and other limitations
▪ Enter / Exit based on land use
Kimley-Horn and Associates, Inc.
Kimley-Horn and Associates, Inc.
Project Site
Street
Avenue Oi Di
Internal
On
Dn
Pass-by
Op
Dp
New
PB
TRIP GENERATION
Summary:
Driveway Volume calculated for each use
- Internal Capture
= External Trips (project driveway volumes)
- Pass-by Capture
= New External Trips
Kimley-Horn and Associates, Inc.
Project Traffic
• Trip Generation
• Trip Distribution
• Mode Choice
• Assignments
Kimley-Horn and Associates, Inc.
TRIP DISTRIBUTION
▪ Origins and destinations
▪ Productions and attractions
Kimley-Horn and Associates, Inc.
Kimley-Horn and Associates, Inc.
Project Site
Avenue
400 vph
600 vph
Project Site
Oeb Deb
60%
Dwb Owb
40%
TRIP DISTRIBUTION
Travel demand forecast model
▪ Gravity model
▪ Travel times
▪ Balance Productions and
Attractions
Kimley-Horn and Associates, Inc.
Project Traffic
• Trip Generation
• Trip Distribution
• Mode Choice
• Assignments
Kimley-Horn and Associates, Inc.
MODE CHOICE
Modes
▪ Passenger cars (single and multiple occupancy)
▪ Bus
▪ Rail
▪ Bicycle
▪ Walking
▪ Truck
▪ Taxi
Kimley-Horn and Associates, Inc.
MODE CHOICE
Effective range and typical usage
Kimley-Horn and Associates, Inc.
Mode Range Suburban
Usage
Urban Usage
Automobile No limit 90% to 100% 75% to 95%
Transit (all types) Defined routes < 5% 5% to 25%+
Bicycle 5 miles <1% <2%
Walking ½ mile <1% <2%
Truck (freight) No limit <1% <1%
Project Traffic
• Trip Generation
• Trip Distribution
• Mode Choice
• Assignments
Kimley-Horn and Associates, Inc.
ASSIGNMENTS
What to assign
▪ Mode
▪ Trip type
▪ Internal capture
▪ Pass-by capture
▪ Diverted link
▪ New
Kimley-Horn and Associates, Inc.
ASSIGNMENTS
New Trips: Travel demand forecast model
▪ Total volumes
▪ Isolating project traffic
▪ Select zone
▪ Select link
▪ Comparative total volume runs (With & Without)
Kimley-Horn and Associates, Inc.
Kimley-Horn and Associates, Inc.
Analysis Scenarios
Study Area
Existing Volumes
Future Non-project
Total Future
Conditions
Site Access
Crashes
Recommendations
Kimley-Horn and Associates, Inc.
ANALYSIS SCENARIOS
Volumes
▪ Existing
▪ Future years
▪ Non-Project (a/k/a Background or Non-site)
▪ Total, includes project traffic
▪ Level of detail may vary by phase:
“Detailed analyses (such as turning movements) should not be required for
horizon dates beyond 10 years in the future. There are far too many
variables that can change over time and preclude the development of
accurate traffic forecasts.”
Transportation Impact Analyses for Site Development,
Institute of Transportation Engineers, 2010.
Kimley-Horn and Associates, Inc.
Analysis Scenarios
Study Area
Existing Volumes
Future Non-project
Total Future
Conditions
Site Access
Crashes
Recommendations
Kimley-Horn and Associates, Inc.
STUDY AREA
Study to be submitted to agencies
▪ Jurisdictional requirements
▪ Legislative
▪ Guidelines
▪ Negotiated
Kimley-Horn and Associates, Inc.
STUDY AREA
Kimley-Horn and Associates, Inc.
Transportation Impact Analyses for Site Development
Summary of Suggested Study Area Limits
Development Peak Hour
Trips
Study Area
Small commercial sites < 200 Adjacent intersection and roads
Small shopping centers 200 to 500 Signals and roads within ½ mile
and major unsignalized
intersections within ¼ mile
Medium shopping centers
and offices, medium to large
mixed use developments
>500 All roads and major
intersections within 1 mile
Larges shopping centers,
office, other developments
>500 All roads and major
intersections within 2 miles
Analysis Scenarios
Study Area
Existing Volumes
Future Non-project
Total Future
Conditions
Site Access
Crashes
Recommendations
Kimley-Horn and Associates, Inc.
EXISTING VOLUMES
Usability of traffic volume counts
▪ Public agencies
▪ Most recently published
▪ No more than two years old
▪ Kimley-Horn or other consultants
▪ Within prior 12 months
▪ If older than 12 months, calibrated
Kimley-Horn and Associates, Inc.
EXISTING VOLUMES
▪ Annual average
▪ Design hour
▪ Peak season
▪ Special event
Kimley-Horn and Associates, Inc.
Analysis Scenarios
Study Area
Existing Volumes
Future Non-project
Total Future
Conditions
Site Access
Crashes
Recommendations
Kimley-Horn and Associates, Inc.
FUTURE NON-PROJECT
Methods
▪ Historical growth rates
▪ Traffic from other projects
▪ Model derived growth rates
▪ Model generated volumes
▪ Combinations
Kimley-Horn and Associates, Inc.
FUTURE NON-PROJECT
Funded road improvements
▪ Construction funding
▪ Committed by
▪ public agency
▪ other entity with security issued
Kimley-Horn and Associates, Inc.
FUTURE NON-PROJECT
New roads
▪ Manual Calculations
▪ Diversion from existing facilities
▪ Latent demand
▪ Travel Demand Model
Kimley-Horn and Associates, Inc.
When a road is once built, it is a
strange thing how it collects traffic.
-Robert Louis Stevenson
Analysis Scenarios
Study Area
Existing Volumes
Future Non-project
Total Future
Conditions
Site Access
Crashes
Recommendations
Kimley-Horn and Associates, Inc.
TOTAL FUTURE CONDITIONS
▪ Volumes
Non-Project + Project = Total
▪ Roadway network
▪ Base
Existing + Committed for construction (E+C)
▪ Improvements
E+C plus recommended improvements
Kimley-Horn and Associates, Inc.
Analysis Scenarios
Study Area
Existing Volumes
Future Non-project
Total Future
Conditions
Site Access
Crashes
Recommendations
Kimley-Horn and Associates, Inc.
SITE ACCESS
Factors to be balanced
▪ Access management standards
▪ Site constraints
▪ Traffic operations on road network
▪ Traffic circulation within the site
Kimley-Horn and Associates, Inc.
SITE ACCESS
Access management principles
▪ Manage roadways according to the primary functions that they serve
▪ Limit direct access to major roadways
▪ Promote intersection hierarchy
▪ Locate signals to favor through movements
▪ Don’t allow driveways to interfere with intersection or interchange
operations
▪ Limit the number of conflict points
▪ Separate conflict points
▪ Remove turning vehicles from through traffic lanes
▪ Manage left-turn movements using medians
▪ Provide a complete, supporting street system
Kimley-Horn and Associates, Inc.
SITE ACCESS
Access management standards
▪ Corner Clearance
▪ Driveway spacing
▪ Median opening spacing
▪ Traffic signal spacing
▪ Interchange spacing
▪ Interchange ramp treatments
Kimley-Horn and Associates, Inc.
Kimley-Horn and Associates, Inc.
State of Florida Access Management Standards
SITE ACCESS
Traffic circulation within the site
▪ Queuing – entering and exiting
▪ Parking
▪ Pedestrians
▪ Fire lanes and emergency access
▪ Transit (large sites)
▪ Heavy vehicles
▪ Public facilities through site
Kimley-Horn and Associates, Inc.
SITE ACCESS
Traffic circulation within the site: Queuing
▪ Signalized intersections
▪ Analysis outputs
▪ Manual: Storage length = 2 x PHV/ cycles per hour
▪ Unsignalized intersections
▪ Manual: Storage length = PHV/ 30
▪ Minimums
▪ Left-turns: 100 feet
▪ Right-turns: 25 feet
▪ Right-turn needs may be reduced using g/c ratio
Kimley-Horn and Associates, Inc.
Analysis Scenarios
Study Area
Existing Volumes
Future Non-project
Total Future
Conditions
Site Access
Crashes
Recommendations
Kimley-Horn and Associates, Inc.
CRASHES
▪ Agency data
▪ Crash reports from law enforcement agencies
▪ Summary reports, typically from State DOT
▪ Preparing diagrams
▪ Purpose
▪ Standard conventions
Kimley-Horn and Associates, Inc.
Analysis Scenarios
Study Area
Existing Volumes
Future Non-project
Total Future
Conditions
Site Access
Crashes
Recommendations
Kimley-Horn and Associates, Inc.
RECOMMENDATIONS
Options
▪ Site plan alterations
▪ Access locations, size, and type
▪ Internal circulation
▪ Intersections
▪ Signal phasing and timing
▪ Geometric improvements
▪ Roadways
▪ Access management
▪ Additional lanes
▪ New roads
Kimley-Horn and Associates, Inc.
RECOMMENDATIONS
Options
▪ Site plan alterations
▪ Access locations, size, and type
▪ Internal circulation
▪ Intersections
▪ Signal phasing and timing
▪ Geometric improvements
▪ Roadways
▪ Access management
▪ Additional lanes
▪ New roads
Kimley-Horn and Associates, Inc.
Multi-Modal Mobility Fee:
Old and New
Kimley-Horn and Associates, Inc.
Old Way…and Today
Old: Transportation Concurrency and Impact Fees
Concurrency study determined what improvements
were required of the developer
PLUS…Transportation Impact Fees
Today: Mobility Fees and ???
Sarasota County adopted January 1, 2016 a Mobility
Fee for the entire County
Is now determining what else to require!?
Multi-Modal Mobility Fee:
Old and New
Kimley-Horn and Associates, Inc.
Multi-Modal Mobility Fee:
Old and New
Kimley-Horn and Associates, Inc.
Multi-Modal Mobility Fee:
Old and New
Kimley-Horn and Associates, Inc.
Multi-Modal Mobility Fee:
Old and New
Kimley-Horn and Associates, Inc.
Traffic Studies in Sarasota:
What is Next?
Kimley-Horn and Associates, Inc.
Mobility Fee Payments based upon Land Use
Mobility Fee payments currently being used for
improvements ($900,000 on Legacy Trail)
Operations Analysis and ???
Sarasota County developing Multi-Modal Traffic
Study Methodology
Meeting with County staff in November 2017
Kimley-Horn and Associates, Inc.
TRAFFIC
CONGESTION
CAR PARKING
WALKING DISTANCES
CONVENIENCE & WALK DISTANCE
City of Denver User Group Study,
Strategic Parking Plan April 2010
Upper West Manhattan
2008 Study Aggregate
3.1 Minutes & .37 miles
1 year = 366k miles &
325 tons of CO2
Traffic Studies
Question:
If cruising is reduced,
where would cars go?
DRIVERS WOULD SPEND LESS TIME DRIVING,
MAKE SHORTER TRIPS, USE LESS GAS (CO2).
Grid Un-Locked - Week 3
Grid Un-Locked - Week 3
Grid Un-Locked - Week 3
Grid Un-Locked - Week 3
Grid Un-Locked - Week 3

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Grid Un-Locked - Week 3

  • 1.
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  • 5. SARASOTA TRANSPORTATION 101 WEEK 3 OCTOBER 10, 2017 CHRISTOPHER HATTON, P.E. Traffic Impact Studies and Our Multi-Modal Future Kimley-Horn and Associates, Inc.
  • 6. Presentation Overview: Transportation 101 Kimley-Horn and Associates, Inc. Transportation Impact Studies > Advantage or Disadvantage!? > County and City Requirements > A TIS…Step-By-Step Multi-Modal Mobility Fee > Old – Concurrency and Transportation Impact Fees > New – Mobility Fee and ??? What’s Next?
  • 7. Transportation Impact Studies: Advantage or Disadvantage? Kimley-Horn and Associates, Inc. Advantage! Help to accurately identify traffic impacts from development Help overloaded County staff Help identify needed transportation improvements for Capital Improvement Program Need to educate the public, and governing boards (Planning Commissions, BOCC, etc)
  • 8. Transportation Impact Studies: Advantage or Disadvantage? Kimley-Horn and Associates, Inc. Disadvanatge? “Old Days” (with concurrency, pre-2011) rules would push out development to the suburbs Note: “New Rules” (with mobility fees, current) encourages urban and in-fill development Don’t have to build the improvement, now “Pay and Go” County and City still have some type of transportation study requirements
  • 9. Transportation Impact Studies: County and City Kimley-Horn and Associates, Inc. Sarasota County and City of Sarasota County Even with the Adoption of the Mobility Fee in 2016, the County still requires a traffic study (Operational Analysis, and “Still To Be Decided”) City Has (three) Traffic Consultants that conduct specific traffic studies for development proposed in the City
  • 10. TRAFFIC IMPACT STUDIES “Site transportation impact studies should be prepared under the supervision of a qualified and experienced transportation professional who has specific training in traffic and transportation engineering and planning and several years of experience related to preparing transportation studies for existing or proposed developments. The ability to forecast and analyze transportation needs both for developments and for transportation systems is essential.” Transportation Impact Analyses for Site Development, Institute of Transportation Engineers, 2010. Kimley-Horn and Associates, Inc.
  • 11. PROJECT TRAFFIC Trip: Journey from an origin to a destination Trip End: The portion of a trip associated with either the origin or the destination Kimley-Horn and Associates, Inc.
  • 12. Project Traffic • Trip Generation • Trip Distribution • Mode Choice • Assignments Kimley-Horn and Associates, Inc.
  • 13. TRIP GENERATION Data Sources ▪ ITE Trip Generation ▪ Local standards ▪ New data Kimley-Horn and Associates, Inc.
  • 15. TRIP GENERATION Pass-by capture ▪ Magnitude ▪ ITE Trip Generation Handbook ▪ Adjacent street traffic (10% or 15% of total) ▪ Local criteria and other limitations ▪ Enter / Exit based on land use Kimley-Horn and Associates, Inc.
  • 16. Kimley-Horn and Associates, Inc. Project Site Street Avenue Oi Di Internal On Dn Pass-by Op Dp New PB
  • 17. TRIP GENERATION Summary: Driveway Volume calculated for each use - Internal Capture = External Trips (project driveway volumes) - Pass-by Capture = New External Trips Kimley-Horn and Associates, Inc.
  • 18. Project Traffic • Trip Generation • Trip Distribution • Mode Choice • Assignments Kimley-Horn and Associates, Inc.
  • 19. TRIP DISTRIBUTION ▪ Origins and destinations ▪ Productions and attractions Kimley-Horn and Associates, Inc.
  • 20. Kimley-Horn and Associates, Inc. Project Site Avenue 400 vph 600 vph Project Site Oeb Deb 60% Dwb Owb 40%
  • 21. TRIP DISTRIBUTION Travel demand forecast model ▪ Gravity model ▪ Travel times ▪ Balance Productions and Attractions Kimley-Horn and Associates, Inc.
  • 22. Project Traffic • Trip Generation • Trip Distribution • Mode Choice • Assignments Kimley-Horn and Associates, Inc.
  • 23. MODE CHOICE Modes ▪ Passenger cars (single and multiple occupancy) ▪ Bus ▪ Rail ▪ Bicycle ▪ Walking ▪ Truck ▪ Taxi Kimley-Horn and Associates, Inc.
  • 24. MODE CHOICE Effective range and typical usage Kimley-Horn and Associates, Inc. Mode Range Suburban Usage Urban Usage Automobile No limit 90% to 100% 75% to 95% Transit (all types) Defined routes < 5% 5% to 25%+ Bicycle 5 miles <1% <2% Walking ½ mile <1% <2% Truck (freight) No limit <1% <1%
  • 25. Project Traffic • Trip Generation • Trip Distribution • Mode Choice • Assignments Kimley-Horn and Associates, Inc.
  • 26. ASSIGNMENTS What to assign ▪ Mode ▪ Trip type ▪ Internal capture ▪ Pass-by capture ▪ Diverted link ▪ New Kimley-Horn and Associates, Inc.
  • 27. ASSIGNMENTS New Trips: Travel demand forecast model ▪ Total volumes ▪ Isolating project traffic ▪ Select zone ▪ Select link ▪ Comparative total volume runs (With & Without) Kimley-Horn and Associates, Inc.
  • 29. Analysis Scenarios Study Area Existing Volumes Future Non-project Total Future Conditions Site Access Crashes Recommendations Kimley-Horn and Associates, Inc.
  • 30. ANALYSIS SCENARIOS Volumes ▪ Existing ▪ Future years ▪ Non-Project (a/k/a Background or Non-site) ▪ Total, includes project traffic ▪ Level of detail may vary by phase: “Detailed analyses (such as turning movements) should not be required for horizon dates beyond 10 years in the future. There are far too many variables that can change over time and preclude the development of accurate traffic forecasts.” Transportation Impact Analyses for Site Development, Institute of Transportation Engineers, 2010. Kimley-Horn and Associates, Inc.
  • 31. Analysis Scenarios Study Area Existing Volumes Future Non-project Total Future Conditions Site Access Crashes Recommendations Kimley-Horn and Associates, Inc.
  • 32. STUDY AREA Study to be submitted to agencies ▪ Jurisdictional requirements ▪ Legislative ▪ Guidelines ▪ Negotiated Kimley-Horn and Associates, Inc.
  • 33. STUDY AREA Kimley-Horn and Associates, Inc. Transportation Impact Analyses for Site Development Summary of Suggested Study Area Limits Development Peak Hour Trips Study Area Small commercial sites < 200 Adjacent intersection and roads Small shopping centers 200 to 500 Signals and roads within ½ mile and major unsignalized intersections within ¼ mile Medium shopping centers and offices, medium to large mixed use developments >500 All roads and major intersections within 1 mile Larges shopping centers, office, other developments >500 All roads and major intersections within 2 miles
  • 34. Analysis Scenarios Study Area Existing Volumes Future Non-project Total Future Conditions Site Access Crashes Recommendations Kimley-Horn and Associates, Inc.
  • 35. EXISTING VOLUMES Usability of traffic volume counts ▪ Public agencies ▪ Most recently published ▪ No more than two years old ▪ Kimley-Horn or other consultants ▪ Within prior 12 months ▪ If older than 12 months, calibrated Kimley-Horn and Associates, Inc.
  • 36. EXISTING VOLUMES ▪ Annual average ▪ Design hour ▪ Peak season ▪ Special event Kimley-Horn and Associates, Inc.
  • 37. Analysis Scenarios Study Area Existing Volumes Future Non-project Total Future Conditions Site Access Crashes Recommendations Kimley-Horn and Associates, Inc.
  • 38. FUTURE NON-PROJECT Methods ▪ Historical growth rates ▪ Traffic from other projects ▪ Model derived growth rates ▪ Model generated volumes ▪ Combinations Kimley-Horn and Associates, Inc.
  • 39. FUTURE NON-PROJECT Funded road improvements ▪ Construction funding ▪ Committed by ▪ public agency ▪ other entity with security issued Kimley-Horn and Associates, Inc.
  • 40. FUTURE NON-PROJECT New roads ▪ Manual Calculations ▪ Diversion from existing facilities ▪ Latent demand ▪ Travel Demand Model Kimley-Horn and Associates, Inc. When a road is once built, it is a strange thing how it collects traffic. -Robert Louis Stevenson
  • 41. Analysis Scenarios Study Area Existing Volumes Future Non-project Total Future Conditions Site Access Crashes Recommendations Kimley-Horn and Associates, Inc.
  • 42. TOTAL FUTURE CONDITIONS ▪ Volumes Non-Project + Project = Total ▪ Roadway network ▪ Base Existing + Committed for construction (E+C) ▪ Improvements E+C plus recommended improvements Kimley-Horn and Associates, Inc.
  • 43. Analysis Scenarios Study Area Existing Volumes Future Non-project Total Future Conditions Site Access Crashes Recommendations Kimley-Horn and Associates, Inc.
  • 44. SITE ACCESS Factors to be balanced ▪ Access management standards ▪ Site constraints ▪ Traffic operations on road network ▪ Traffic circulation within the site Kimley-Horn and Associates, Inc.
  • 45. SITE ACCESS Access management principles ▪ Manage roadways according to the primary functions that they serve ▪ Limit direct access to major roadways ▪ Promote intersection hierarchy ▪ Locate signals to favor through movements ▪ Don’t allow driveways to interfere with intersection or interchange operations ▪ Limit the number of conflict points ▪ Separate conflict points ▪ Remove turning vehicles from through traffic lanes ▪ Manage left-turn movements using medians ▪ Provide a complete, supporting street system Kimley-Horn and Associates, Inc.
  • 46. SITE ACCESS Access management standards ▪ Corner Clearance ▪ Driveway spacing ▪ Median opening spacing ▪ Traffic signal spacing ▪ Interchange spacing ▪ Interchange ramp treatments Kimley-Horn and Associates, Inc.
  • 47. Kimley-Horn and Associates, Inc. State of Florida Access Management Standards
  • 48. SITE ACCESS Traffic circulation within the site ▪ Queuing – entering and exiting ▪ Parking ▪ Pedestrians ▪ Fire lanes and emergency access ▪ Transit (large sites) ▪ Heavy vehicles ▪ Public facilities through site Kimley-Horn and Associates, Inc.
  • 49. SITE ACCESS Traffic circulation within the site: Queuing ▪ Signalized intersections ▪ Analysis outputs ▪ Manual: Storage length = 2 x PHV/ cycles per hour ▪ Unsignalized intersections ▪ Manual: Storage length = PHV/ 30 ▪ Minimums ▪ Left-turns: 100 feet ▪ Right-turns: 25 feet ▪ Right-turn needs may be reduced using g/c ratio Kimley-Horn and Associates, Inc.
  • 50. Analysis Scenarios Study Area Existing Volumes Future Non-project Total Future Conditions Site Access Crashes Recommendations Kimley-Horn and Associates, Inc.
  • 51. CRASHES ▪ Agency data ▪ Crash reports from law enforcement agencies ▪ Summary reports, typically from State DOT ▪ Preparing diagrams ▪ Purpose ▪ Standard conventions Kimley-Horn and Associates, Inc.
  • 52. Analysis Scenarios Study Area Existing Volumes Future Non-project Total Future Conditions Site Access Crashes Recommendations Kimley-Horn and Associates, Inc.
  • 53. RECOMMENDATIONS Options ▪ Site plan alterations ▪ Access locations, size, and type ▪ Internal circulation ▪ Intersections ▪ Signal phasing and timing ▪ Geometric improvements ▪ Roadways ▪ Access management ▪ Additional lanes ▪ New roads Kimley-Horn and Associates, Inc.
  • 54. RECOMMENDATIONS Options ▪ Site plan alterations ▪ Access locations, size, and type ▪ Internal circulation ▪ Intersections ▪ Signal phasing and timing ▪ Geometric improvements ▪ Roadways ▪ Access management ▪ Additional lanes ▪ New roads Kimley-Horn and Associates, Inc.
  • 55. Multi-Modal Mobility Fee: Old and New Kimley-Horn and Associates, Inc. Old Way…and Today Old: Transportation Concurrency and Impact Fees Concurrency study determined what improvements were required of the developer PLUS…Transportation Impact Fees Today: Mobility Fees and ??? Sarasota County adopted January 1, 2016 a Mobility Fee for the entire County Is now determining what else to require!?
  • 56. Multi-Modal Mobility Fee: Old and New Kimley-Horn and Associates, Inc.
  • 57. Multi-Modal Mobility Fee: Old and New Kimley-Horn and Associates, Inc.
  • 58. Multi-Modal Mobility Fee: Old and New Kimley-Horn and Associates, Inc.
  • 59. Multi-Modal Mobility Fee: Old and New Kimley-Horn and Associates, Inc.
  • 60. Traffic Studies in Sarasota: What is Next? Kimley-Horn and Associates, Inc. Mobility Fee Payments based upon Land Use Mobility Fee payments currently being used for improvements ($900,000 on Legacy Trail) Operations Analysis and ??? Sarasota County developing Multi-Modal Traffic Study Methodology Meeting with County staff in November 2017
  • 64. CONVENIENCE & WALK DISTANCE City of Denver User Group Study, Strategic Parking Plan April 2010
  • 65. Upper West Manhattan 2008 Study Aggregate 3.1 Minutes & .37 miles 1 year = 366k miles & 325 tons of CO2 Traffic Studies Question: If cruising is reduced, where would cars go?
  • 66. DRIVERS WOULD SPEND LESS TIME DRIVING, MAKE SHORTER TRIPS, USE LESS GAS (CO2).

Editor's Notes

  1. Today, Parking Management requires application of many disciplines and business interests
  2. The reason a small number of spaces should remain open is best illustrated in this graphic. The graphic represents the degree to which it is desirable to walk
  3. Today, Parking Management requires application of many disciplines and business interests