Clearlake Road (State Road 501) Clearlake Road (State Road 501) - - PowerPoint PPT Presentation
Clearlake Road (State Road 501) Clearlake Road (State Road 501) Project Development & Project Development & Environment (PD&E) Study Environment (PD&E) Study F ROM M ICHIGAN A VENUE TO I NDUSTRY R OAD F ROM M ICHIGAN A VENUE TO
Financial Project ID No: 433605-1-22-01 | Federal Aid Project No: N/A | ETDM No: 13120
Financial Project ID No: 433605-1-22-01 | Federal Aid Project No: N/A | ETDM No: 13120
2
3
to Industry Road
in length
4
Industry Road Michigan Avenue
N
5
6
12' 12' 12' 12' 12' 10 ' 3' EXISTING R/W 73' 6' Sidewalk NB SB
7
12' 12' 11' - 34' EXISTING R/W VARIES 73' - 120' 10' - 12' 10' - 12' 16' - 42' 5' Sidewalk 5' Sidewalk NB SB
8
EXISTING R/W VARIES 229' - 239' 12' - 33' 12' - 22' 0' - 12' 5' Sidewalk WB EB ±5' Paved Shoulder ±5' Paved Shoulder VARIES (129' – 164') VARIES (75' – 100')
9
– 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 corridor improvements – No continuous sidewalks and designated bicycle lanes – ‘No-Build’ continues as an alternative throughout the PD&E study
10
11
Otterbein Avenue Michigan Avenue
N
12
11' 11' 22' 11' 11' 7' 7' VARIES 12' Min. VARIES 12' Min. 104’ MINIMUM PROPOSED R/W
6' Sidewalk
6' Sidewalk
4-Lane Urban Divided Roadway Typical Section EXISTING R/W VARIES 73' - 120' NB SB
− West − Center − East
13
14 Will require additional right-of-way from the west side of Clearlake Road only
N
15 Will require additional right-of-way from both the west side and east side of Clearlake Road
N
16 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
N
Right-of-Way Impacts Each alignment has a different right-of-way impact and associated cost
17
Evaluation Criteria Four-Lane Urban Typical Section West Alignment Center Alignment East Alignment Residential Parcels Impacted 17 17 3 Business Parcels Impacted 4 7 10 Unimproved Parcels Impacted 1 3 2 Total Parcels Impacted 22 27 15 Relocations # of Residences Relocated 17 17 2 # of Businesses Relocated 4 Total Number of Relocations 17 17 6 Right-of-Way Cost $6,400,000 $7,876,000 $11,714,500
18
Otterbein Avenue Industry Road
N
19
11' 11' 22' 11' 11' 7' 7' VARIES 12' Min. VARIES 12' Min. 104’ MINIMUM PROPOSED R/W
6' Sidewalk
6' Sidewalk
4-Lane Urban Divided Roadway Typical Section EXISTING R/W VARIES 120' - 239' NB SB
− 45 mph curve − 35 mph curve − Bulb-Out − Roundabout
20
Existing Curve
N
21
22
N
23
24
N
25
26
N
27
28
N
29
Evaluation Criteria Realign Curve 45 mph curve 35 mph curve Roundabout Bulb-Out Residential Parcels Impacted Business Parcels Impacted 3 3 2 3 Unimproved Parcels Impacted 1 2 Total Parcels Impacted 3 3 3 5 Relocations # of Residences Relocated # of Businesses Relocated 2 Total Number of Relocations 2 Right-of-Way Cost $4,762,500 $2,538,000 $813,000 $3,102,000
Right-of-Way Impacts Each alternative to realign the curve has a different right-of-way impact and associated cost
30
Evaluation Criteria Realign Curve 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
Option chosen to realign curve
Evaluation Criteria Four-Lane Urban Typical Section 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 align the typical section Total Estimated Project Cost Bulb-Out West Alignment $23,241,565 *
31
32
33
34
presented at public meetings, including the presentation
and environmental and reports Documents & Publications:
,P.E.
Jazlyn Heywood, P.E. FDOT Project Manager FDOT District Five 719 South Woodland Blvd., M.S. 501 Deland, FL 32720 Tel: (386) 943-5388 Email: jazlyn.heywood@dot.state.fl.us Aniruddha (Rudy) Gotmare, P.E. Consultant Project Manager Scalar Consulting Group, Inc. 4152 W. Blue Heron Blvd. Suite 119 Riviera Beach, FL 33404 Tel: (954) 263-3243 Email: agotmare@scalarinc.net
36