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RETHINK FOLLY next steps CONTENTS Rethink Folly Review 1 Review of Funding 2 Folly Road Segment Review 3 Cost Estimates Inclusions & Exclusions 4 Rethink Folly Guidepost 1 5 Population, Density, & Businesses 6 Rethink Folly


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SLIDE 1

RETHINK FOLLY

next steps

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SLIDE 2

Review of Funding Folly Road Segment Review Cost Estimates Inclusions & Exclusions Rethink Folly Guidepost 1 Population, Density, & Businesses Rethink Folly Next Steps

CONTENTS

1 2 3 5 4 6 7 Rethink Folly Review

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SLIDE 3

Existing Street Section From Ellis Creek to Prescott St. Better Street Section From Ellis Creek to Prescott St.

AASHTO Definitions

Shared-use Path

  • 12’ preferred width
  • 10’ minimum width
  • 5’ travel lane separation

Sidewalk

  • 5’ preferred width
  • ADA-compliant

Best Street Section from Ellis Creek to Prescott St.

Segment 1 Segment 1

1

RETHINK FOLLY; SEGMENT 1

Segment 1

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SLIDE 4

TOTAL AVAILABLE FUNDS

$ 2.675M

2

provided by the City of Charleston; available in 2019

$ 400,000

provided by the Town of James Island; available now

$ 400,000

provided by CHATS (BCDCOG)

$ 1,500,000

provided by Charleston County; Council-approved 20% match of federal funds

$ 375,000

TARGETED POTENTIAL FUNDING

($ 5.4M) CHATS Complete Streets ($ 1.375M) Charleston County (TBD) Additional Municipal Contributions (TBD) SCDOT

FUNDING

TOTAL AVAILABLE + TARGETED FUNDS

$ 9.450M

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SLIDE 5

Cit ity o

  • f C

Charle rlest ston Folly lly B Beach

3

Section Roads Length Cost of Sidewalk Completion Cost of Shared-Use Path 1

Ellis Creek to Prescott Street 6,800’ $ 2.3M $ 5.3M

2

Prescott Street to George L. Griffith Boulevard 1,800’ $ 1.0M $ 2.2M

3

George L. Griffith Blvd to Grimball/Fort Johnson Road 2,050’

  • $ 1.6M

4

Grimball/Fort Johnson Road to Rafeal Lane 3,600’

  • $ 2.5M

5

Rafeal Lane to Sol Legare Road 8,800’ $ 2.3M $ 4.3M

Total 23,050’ $ 9.7M $ 15.9M

SEGMENT REVIEW

James I s Isla sland Ch Char arleston

  • n Cou

County

1 2 3 4 5

TOTAL AVAILABLE FUNDS

$ 2.675M

TOTAL AVAILABLE + TARGETED FUNDS

$ 9.450M

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SLIDE 6

4

  • Facilities on West side of Folly Road
  • Estimates based on aerial photos and limited site visits
  • Concrete Sidewalks
  • For shared-use path alternative, bike lane was removed and

curb line was moved toward travel lane

  • Asphalt shared-use path
  • Additional right of way included ($40/sf)
  • Design and permitting fees
  • Construction engineering and inspection
  • Bus shelters along segments 3, 4, and 5
  • Small distribution power line relocation

INCLUSIONS EXCLUSIONS

  • Below-ground utility relocations

(ex: water, sewer, or gas)

  • Major transmission line relocations
  • Landscaping
  • Major offsite or drainage improvements
  • Pervious surfaces
  • Stormwater treatment
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SLIDE 7

R ETH I N K F OL L Y

GUIDEPOST 1

Improvements that make all of Folly Road a safe, appealing, and desirable place to walk, ride bicycles, use transit, and drive.

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TOTAL ACCIDENTS

2014, 2015, 2016

Segment Roads Bike/Ped Fatality Bike/Ped Serious Injury Vehicle Fatality Vehicle Life Threatening Vehicle Serious Injury Total Accidents 1 Ellis Creek to Prescott Street 3 4 15 22 2 Prescott Street to George L. Griffith Boulevard 3 George L. Griffith Blvd to Grimball/Fort Johnson Road 2 2 4 Grimball/Fort Johnson Road to Rafeal Lane 1 1 5 Rafeal Lane to Sol Legare Road 1 1 7 9

5 10 15 20 25 1 2 3 4 5 Segment

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SLIDE 8

BUSINESS DENSITY

(businesses/square mile)

6

POPULATION, DENSITY, & BUSINESSES

1 2 3 4 5

1,000 2,000 3,000 4,000 5,000 6,000 5 4 3 2 1 Segment

HOUSEHOLD DENSITY

(households/square mile)

POPULATION DENSITY

(population/square mile)

500 1,000 1,500 2,000 2,500 3,000 5 4 3 2 1 Segment 0.0 10.0 20.0 30.0 40.0 50.0 60.0 5 4 3 2 1 Segment

Data represents a half-mile section on either side of Folly Road

prepared by BCDCOG according to ESRI forecast for 2017 from 2010 census data

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SLIDE 9

7 NEXT STEPS

DEFINE THE SCOPE DEFINE PHASE I DEFINE ALTERNATIVES TO INVESTIGATE

Infill sidewalk Move curb and replace with 12’ shared-use path Leave bike path and build a wide sidewalk Others

PERFORM STORMWATER ANALYSIS

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SLIDE 10