WHITEVIEW PKWY CORRIDOR STUDY COMMUNITY DEVELOPMENT DEPARTMENT Presentation

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WHITEVIEW PKWY CORRIDOR STUDY COMMUNITY DEVELOPMENT DEPARTMENT

WHITEVIEW PKWY CORRIDOR STUDY COMMUNITY DEVELOPMENT DEPARTMENT

Presentation Objective To provide City Council with an overview of a plan to improve

Presentation Objective To provide City Council with an overview of a plan to improve safety and operations for the Whiteview Pkwy corridor.

Strategic Action Plan • Objective 1. 1: To enhance infrastructure in order to maintain

Strategic Action Plan • Objective 1. 1: To enhance infrastructure in order to maintain quality neighborhoods and business districts • Objective 1. 2: To assess the need to expand infrastructure for sustainable growth – Strategy 1. 2. 2: Coordinate facility capacity upgrades to meet the City’s growth needs appropriately • Objective 5. 2: Enhance safety measures throughout the community – Strategy 5. 2. 2: Continue to enhance safety improvements at intersections and along roadways

Project Overview • Project Limits – Whiteview Pkwy from US 1 to Pritchard Dr.

Project Overview • Project Limits – Whiteview Pkwy from US 1 to Pritchard Dr. (3. 5 miles) • Analysis Variables – Intersection Delay – Crash Data – Volumes

Existing Conditions • Whiteview Pkwy from US 1 to White Mill Dr – Length

Existing Conditions • Whiteview Pkwy from US 1 to White Mill Dr – Length – 0. 85 Miles – 120’ foot Right of Way – 4 lane Divided Roadway – 11 foot travel lanes – No paths or sidewalks – Single Family Residential Land Use

Existing Conditions • Whiteview Pkwy from White Mill Dr to Pritchard Dr – Length

Existing Conditions • Whiteview Pkwy from White Mill Dr to Pritchard Dr – Length – 2. 65 Miles – 120 foot Right of Ways – Two 11 foot travel lanes – 12 foot path on the southside of the roadway – Single Family Residential Land Use

Existing Conditions – Intersection Delay Analysis • Whiteview Pkwy from US 1 to Pritchard

Existing Conditions – Intersection Delay Analysis • Whiteview Pkwy from US 1 to Pritchard Dr – All intersections operate at an acceptable LOS

Existing Conditions – Crash Analysis

Existing Conditions – Crash Analysis

Existing Conditions – Crash Analysis • Crash Types

Existing Conditions – Crash Analysis • Crash Types

Traffic Volumes – Existing and Future Conditions EXISTING AND FUTURE VOLUME RANGES ROADWAY Whiteview

Traffic Volumes – Existing and Future Conditions EXISTING AND FUTURE VOLUME RANGES ROADWAY Whiteview Pkwy EXISTING FUTURE 3, 600 to 7, 000 5, 300 to 10, 200

Future Conditions – No Build (No Improvements) • The following intersections will perform at

Future Conditions – No Build (No Improvements) • The following intersections will perform at an unacceptable LOS – Whiteview Pkwy at Ravenwood Drive (AM and PM)

Future Conditions – Build (Improvements) Future improvements provide the following benefits: • Comprehensive accommodations

Future Conditions – Build (Improvements) Future improvements provide the following benefits: • Comprehensive accommodations for all road users • Creates Additional Right of Way to provide for a path from US 1 to White Mill Drive • Improve safety on the corridor for motorists, pedestrians, and bicyclists • Improve Community Aesthetics

Future Improvements Locations Extension of Whiteview Path Intersection Improvements

Future Improvements Locations Extension of Whiteview Path Intersection Improvements

 • Provides a path along the Southside of the roadway

• Provides a path along the Southside of the roadway

 • Provides a path along the median.

• Provides a path along the median.

 • Eliminates 2 travel lanes • Provides a path along the southside of

• Eliminates 2 travel lanes • Provides a path along the southside of the road.

Recommendation • City Staff recommends Option C for the following reasons: – Creates a

Recommendation • City Staff recommends Option C for the following reasons: – Creates a large buffer between pedestrians and vehicles – Allows for turn lanes to be installed – Creates a linear park – Improves community aesthetics – The least impact to drainage – Maintains an acceptable LOS in future years

Future Conditions – Build (Improvements) Left Turn Lane Improvements • • At Wood Ash

Future Conditions – Build (Improvements) Left Turn Lane Improvements • • At Wood Ash Lane – Eastbound At Wood Aspen Lane – Eastbound At Rolling Sands Drive – Westbound At Woodbury Lane – Eastbound At White Mill Drive – Eastbound At Whippoorwill Drive – Eastbound At Ravenwood Drive – Westbound At Princess Rose Drive - Eastbound

Future Conditions – Build (Improvements) Right Turn Lane Improvements • • At Rolling Sands

Future Conditions – Build (Improvements) Right Turn Lane Improvements • • At Rolling Sands Drive – Eastbound At White Mill Drive – Westbound, Southbound At Whippoorwill Drive - Westbound At Ravenwood Drive – Eastbound, Northbound Pedestrian Improvements • Whiteview Pkwy from US 1 to White Mill Dr – New Path to accommodate pedestrian/bicycle traffic

Improvement Priorities 1. Install Pedestrian/Bicyclist Signage along the entire corridor 2. Ravenwood Drive Intersection

Improvement Priorities 1. Install Pedestrian/Bicyclist Signage along the entire corridor 2. Ravenwood Drive Intersection - $325, 000 Est. 3. From US 1 to White Mill Drive - $1, 195, 000 Est. 4. Whippoorwill Drive Intersection - $240, 000 Est. 5. Princess Rose Drive Intersection - $120, 000 Est

Next Steps Move forward with obtaining design services

Next Steps Move forward with obtaining design services

Questions?

Questions?