Clearlake Road (State Road 501) Project Development & Environment (PD&E) Study

Transcription

1 Clearlake Road (State Road 501) Project Development & Environment (PD&E) Study FROM MICHIGAN AVENUE TO INDUSTRY ROAD BREVARD COUNTY, FLORIDA Financial Project ID No: Federal Aid Project No: N/A ETDM No: BICYCLE, PEDESTRIAN, AND TRAILS ADVISORY COMMITTEE PRESENTATION September 21, 2015

2 Agenda What is a PD&E Study? Background Design Alternatives Conclusion 2

3 What is a PD&E Study? Project Development & Environment (PD&E) Study A process to analyze a transportation project 1. Engineering Identify potential design solutions 2. Environmental Evaluate potential impacts to the natural, social, and physical environments 3. Public Involvement Seek public input 3

4 Study Limits Industry Road E. INDUSTRY RD. N From Michigan Avenue to Industry Road Approximately 1.3 miles in length Michigan Avenue 4

5 Purpose and Need Accommodate future traffic needs based on anticipated population and employment growth Certain roadway segments are nearing capacity Enhance safety and mobility Gaps exist in sidewalks and bicycle lanes 5

6 Existing Roadway Typical Section - From Michigan Ave to 720 feet north of Michigan Ave SB NB 3' 12' 12' 12' 12' 12' 10 ' EXISTING R/W 73' 6' Sidewalk 6

7 Existing Roadway Typical Section - From 720 feet north of Michigan Ave to north of Walmart SB NB 5' Sidewalk 16' - 42' 12' 12' 10' - 12' 10' - 12' 11' - 34' EXISTING R/W VARIES 73' - 120' 5' Sidewalk 7

8 Existing Roadway Typical Section - From north of Walmart to Industry Road ±5' Paved Shoulder EB WB ±5' Paved Shoulder 5' Sidewalk 12' - 22' 0' - 12' 12' - 33' VARIES (129' 164') VARIES (75' 100') EXISTING R/W VARIES 229' - 239' 8

9 Alternatives Considered Build Alternative Widen road to four lanes, two travel lanes in each direction Realign existing curve at Walmart Provide continuous 7-ft bicycle lanes and 6-ft sidewalks on both sides Provide access management 22-foot grass/concrete median will limit left turns along corridor Locate potential pond sites No-Build or Do Nothing Alternative No corridor improvements No continuous sidewalks and designated bicycle lanes No-Build continues as an alternative throughout the PD&E study 9

10 Design Alternatives 10

11 Design Alternatives - From Michigan Avenue to Otterbein Avenue (Segment 1) N Otterbein Avenue Michigan Avenue 11

12 Proposed Roadway Typical Section - From Michigan Avenue to Otterbein Avenue 4-Lane Urban Divided Roadway Typical Section 6' Sidewalk SB NB 6' Sidewalk VARIES 12' Min. 7' 11' 11' 22' 11' 11' 7' VARIES 12' Min. 104 MINIMUM PROPOSED R/W EXISTING R/W VARIES 73' - 120' 12

13 Design Alternatives - From Michigan Ave to Otterbein Ave The proposed roadway typical section can be built along three different alignments: West Center East Each alignment has different right-of-way impacts 13

14 Design Alternatives - From Michigan Ave to Otterbein Ave West Alignment N Will require additional right-of-way from the west side of Clearlake Road only 14

15 Design Alternatives - From Michigan Ave to Otterbein Ave Center Alignment N Will require additional right-of-way from both the west side and east side of Clearlake Road 15

16 Design Alternatives - From Michigan Ave to Otterbein Ave East Alignment N Will require additional right-of-way from the east side of Clearlake Road Some right-of-way will still be needed on the west side of Clearlake Road, north and south of Mantes Drive 16

17 Design Alternatives - From Michigan Ave to Otterbein Ave Right-of-Way Impacts Each alignment has a different right-of-way impact and associated cost Evaluation Criteria Four-Lane Urban Typical Section West Alignment Center Alignment East Alignment Residential Parcels Impacted Business Parcels Impacted Unimproved Parcels Impacted Total Parcels Impacted Relocations # of Residences Relocated # of Businesses Relocated Total Number of Relocations Right-of-Way Cost $6,400,000 $7,876,000 $11,714,500 17

18 Design Alternatives - From Otterbein Avenue to Industry Road (Segment 2) Industry Road E. INDUSTRY RD. N Otterbein Avenue 18

19 Proposed Roadway Typical Section - From Otterbein Avenue to Industry Road 4-Lane Urban Divided Roadway Typical Section 6' Sidewalk SB NB 6' Sidewalk VARIES 12' Min. 7' 11' 11' 22' 11' 11' 7' VARIES 12' Min. 104 MINIMUM PROPOSED R/W EXISTING R/W VARIES 120' - 239' 19

20 Design Alternatives - From Otterbein Avenue to Industry Road Four alternatives developed to realign the existing curve: 45 mph curve 35 mph curve Bulb-Out Roundabout N Existing Curve Each alternative to realign curve has different right-of-way impacts 20

21 Design Alternative to Realign Curve - 45 MPH Curve 21

22 Design Alternative to Realign Curve - 45 MPH Curve N 22

23 Design Alternative to Realign Curve - 35 MPH Curve 23

24 Design Alternative to Realign Curve - 35 MPH Curve N 24

25 Design Alternative to Realign Curve - Bulb-Out 25

26 Design Alternative to Realign Curve - Bulb-Out N 26

27 Design Alternative to Realign Curve - Roundabout 27

28 Design Alternative to Realign Curve - Roundabout N 28

29 Design Alternatives - From Otterbein Avenue to Industry Road Right-of-Way Impacts Each alternative to realign the curve has a different right-of-way impact and associated cost Evaluation Criteria Realign Curve 45 mph curve 35 mph curve Roundabout Bulb-Out Residential Parcels Impacted Business Parcels Impacted Unimproved Parcels Impacted Total Parcels Impacted Relocations # of Residences Relocated # of Businesses Relocated Total Number of Relocations Right-of-Way Cost $4,762,500 $2,538,000 $813,000 $3,102,000 29

30 Cost Estimate for Entire Study Limit - Michigan Avenue to Industry Road Realign Curve Evaluation Criteria 45 mph curve 35 mph curve Roundabout Bulb-Out Phase Cost Construction (Entire Study Limits) $10,100,999 $10,260,818 $10,393,540 $10,509,539 Design (Entire Study Limits) $1,800,000 $1,800,000 $1,800,000 $1,800,000 Right-of-Way (Otterbein Ave to Industry Rd) $4,762,500 $2,538,000 $813,000 $3,102,000 Right-of-Way (Ponds) TBD TBD TBD TBD Construction Engineering and Inspections $1,010,100 $1,026,082 $1,039,354 $1,050,954 Mitigation TBD TBD TBD TBD Total Cost * $17,775,439 $15,749,371 $14,068,525 $16,841,565 Four-Lane Urban Typical Section Evaluation Criteria West Alignment Center Alignment East Alignment Right-of-Way Cost (Michigan Ave to Otterbein Ave) $6,400,000 $7,876,000 $11,714,500 * Option chosen to realign curve Option chosen to align the typical section Total Estimated Project Cost Bulb-Out West Alignment $23,241,565 30

31 Conclusion 31

32 Funding Design Funded in 2016 Concurrent PD&E & Design phases New process by FDOT to streamline and accelerate all projects in the pre-construction phases Right-of-Way Purchase Currently not funded Construction Currently not funded 32

33 Next Steps Further refine and evaluate design alternatives Select a recommended design alternative Complete environmental and engineering reports Public Hearing Anticipated in February of 2016 All reports will be available for public review 21 days prior to the Public Hearing Obtain State Environmental Impact Report (SEIR) approval from the FDOT District Five Secretary Anticipated in April of

34 Study Website Documents & Publications: All information presented at public meetings, including the presentation All draft engineering and environmental and reports 34

35 Contact Us! Jazlyn Heywood, P.E. FDOT Project Manager FDOT District Five 719 South Woodland Blvd., M.S. 501 Deland, FL Tel: (386) Aniruddha (Rudy) Gotmare, P.E. Consultant Project Manager Scalar Consulting Group, Inc W. Blue Heron,P.E. Blvd. Suite 119 Riviera Beach, FL Tel: (954)

36 Thank you for attending! BICYCLE, PEDESTRIAN, AND TRAILS ADVISORY COMMITTEE PRESENTATION Clearlake Road PD&E Study 36