State Road (S.R.) 61 (U.S. 319) - CRTPAcrtpa.org › files › 89338709.pdf1074 Highway 90 East...
Transcript of State Road (S.R.) 61 (U.S. 319) - CRTPAcrtpa.org › files › 89338709.pdf1074 Highway 90 East...
ETDM: 14057
State Road (S.R.) 61 (U.S. 319) FPID’s 220496‐2‐22‐01 and 219747‐2‐22‐01
Crawfordville Highway Conceptual Design and Environmental Reevaluation
May 6, 2014
ETDM: 14057PROJECT LOCATION/LIMITS
Project Limits: S.R. 61 (U.S. 319) from S.R. 30
(U.S. 98) in Wakulla County to South of the Four Points Intersection in Leon County (23.5 miles)
BEGIN PROJECT
END PROJECT
N
Type 2 Categorical Exclusion was approved on August 1996
Presently not on Strategic Intermodal System (SIS)
Hurricane Evacuation Route
Segments North of Rivers Road to the Four Points Intersection (End Project) have been constructed
ETDM: 14057
BEGIN PROJECT
END PROJECT
N
3 Focus Areas:1. S.R. 30 (U.S. 98) to the
intersection of C.R. 61 in Wakulla County (6.7 miles)
2. From the intersection of C.R. 61 to Leon County line in Wakulla County (9 miles)
3. From the Wakulla County line to beginning of the four lane South of Rivers Road in Leon County ( 4.25 miles)
4. Focus Project Length is approx. 20 miles
PROJECT LOCATION/LIMITS
ETDM: 14057
PURPOSE
• Purpose for performing the Study:• Evaluate/Update Studies conducted during the earlier
PD&E Study to determine the preferred alternative
• The proposed improvements to Crawfordville Highway are needed to:• improve mobility• relieve traffic congestion• improve traffic circulation• improve pedestrian and bicycle connectivity • provide for and ensure public safety while protecting the
environment
ETDM: 14057
PROJECT CORRIDOR
SEGMENT 6FPID 219881‐2
SEGMENT 2FPID 220495‐6
SEGMENT 1FPID 220495‐5
SEGMENT 7FPID 219881‐1
SEGMENT 3FPID 220495‐3
SEGMENT 4FPID 220495‐7
SEGMENT 5FPID 220495‐8
Focus Areas:1. 7 Segments
2. Two Alternate Alignments
ALTERNATE 2
Alternate 2 is similar to Alternate 1 except it includes the one‐way pair within Segment 3
ALTERNATE 1 Alternate 1 follows the existing
alignment with shifts to the left and right to accommodate the typical section.
ETDM: 14057
SEGMENT 1FPID 220495‐5
Segment 1: From SR 30 (US 98) to North of AlaskaWay
Segment is Being Advanced, R/W Funded for 2014/15/16 Design Plans Being Updated, Currently at 90%
SEGMENT 2FPID 220495‐6
Segment 2: From North of Alaska Way to LostCreek Bridge
30% Design Plans Completed in 2007
Urban Typical Section Design Speed is 45 MPH Provides Two 12’ lanes in each direction Provides 4’ Bike Lane and 6‘ sidewalk in each direction
PROJECT SEGMENTS
ETDM: 14057
SEGMENT 2FPID 220495‐6
SEGMENT 1FPID 220495‐5
Alternate 1: Urban Typical Section
Limits From Lost Creek Bridge to South of East Ivan Road Design Speed = 45 MPH Provides two 12’ lanes in each direction Provides 4’ Bike Lane and 6‘ Sidewalk in each direction
SEGMENT 3FPID 220495‐3
ALTERNATE 1
Segment 3: From Lost Creek Bridge to South of East Ivan Road
100% Design Plans Completed in 2006
PROJECT SEGMENTS
ETDM: 14057
SEGMENT 2FPID 220495‐6
SEGMENT 1FPID 220495‐5
SEGMENT 3FPID 220495‐3
ALTERNATE 1
ALTERNATE 1
Alternate 1, Option 1: Crawfordville Town Plan UrbanTypical Section
Limits From Harvey Mill Road to Wakulla Arran Road Design Speed = 45 MPH Provides two 11’ lanes and 5’ bike lanes in each direction Provides 6’ Sidewalk in each direction Provides 8’ Parking in each direction 14’ Median Width*
* Does not meet current FDOT criteria
ALTERNATE 1, Option 1
Segment 3: From Lost Creek Bridge to South of East Ivan Road
PROJECT SEGMENTS
ETDM: 14057
SEGMENT 2FPID 220495‐6
SEGMENT 1FPID 220495‐5
SEGMENT 3FPID 220495‐3
Segment 3: From Lost Creek Bridge to South of East Ivan Road
Limits From Harvey Mill Road to Wakulla Arran Road Design Speed = 45 MPH Provides two 11’ lanes in each direction Provides 4’ bike lane and 6’ sidewalk in each direction 19.5’ Median Width
Alternate 1, Option 2: Urban Typical SectionALTERNATE 1
ALTERNATE 1
ALTERNATE 1, Option 2
PROJECT SEGMENTS
ETDM: 14057
Alternate 1, Option 1: Crawfordville Town Plan UrbanTypical Section
PROJECT SEGMENTS
Alternate 1, Option 2: Urban Typical Section
Typical Section Options ‐ From Harvey Mill Road to Wakulla Arran Road
On‐going Coordination with Agencies
ETDM: 14057
ALTERNATE 2
Segment 3: From Lost Creek Bridge to South of East Ivan Road
Alternate 2: One‐Way Pair Typical Section From North of Harvey Mill Road to North of Azalea Drive
From North of Azalea Drive to South of East Ivan Road From Lost Creek Bridge to North of Harvey Mill Road
Urban Typical Section
PROJECT SEGMENTS
ETDM: 14057HARVEY MILL ROAD
BEGIN ONE‐WAY PAIREND 4‐LANE URBAN SECTION BEGIN 4‐LANE URBAN SECTION
END ONE‐WAY PAIR
AZALEA DRIVE
OCHLOCKNEE STREET
CRAWFORDVILLE HIGHWAY
PROJECT SEGMENTS
ETDM: 14057
Alternate 2: One‐Way Pair Typical Section From North of Harvey Mill Road to North of Azalea Drive Design Speed 45 MPH Provides two 12’ lanes in each direction Provides 4’ bike lane and 6’ sidewalk in each direction
Ochlocknee Street Crawfordville Hwy.
PROJECT SEGMENTS
ETDM: 14057
SEGMENT 2FPID 220495‐6
SEGMENT 1FPID 220495‐5
SEGMENT 3FPID 220495‐3
SEGMENT 4FPID 220495‐7
Segment 4: From South of East Ivan Road toNorth of SR 267
100% Design Plans Completed in 2010 Segment to be Advanced, R/W Funded for 2017/18/19 Binding Wetland Jurisdictional DeterminationSEGMENT 5
FPID 220495‐8
Segment 5: From North of SR 267 to South ofLeon County Line
100% Design Plans Completed in 2010 Segment to be Advanced, R/W Funded for 2016/17/18 Binding Wetland Jurisdictional Determination
SEGMENT 6FPID 219881‐2
Segment 6: From Leon County Line to LL WallaceRoad
45% Design Plans Completed in 2011 Ponds are designed to Meet Current Permitting
Regulations
SEGMENT 7FPID 219881‐1
Segment 7: From LL Wallace Road to beginning of the four lane South of Rivers Road
45‐60% Design Plans Completed 2006 Drainage Design will not Meet Current Permitting
Regulations
PROJECT SEGMENTS
ETDM: 14057
SEGMENT 2FPID 220495‐6
SEGMENT 1FPID 220495‐5
SEGMENT 3FPID 220495‐3
SEGMENT 4FPID 220495‐7
SEGMENT 5FPID 220495‐8
SEGMENT 6FPID 219881‐2
SEGMENT 7FPID 219881‐1
Rural Typical Section for Segments4, 5, 6 & 7
Design Speed 70 MPH Provide two 12’ lanes and 5‐ paved shoulder in each
direction
PROJECT SEGMENTS
ETDM: 14057
Component Schedule
Original PD&E 1996
Conceptual Design and Environmental
ReevaluationNow underwayComplete in 2015
Right‐of‐Way Funded for only Segments 1, 4 & 5
Construction Not funded
SCHEDULE
ETDM: 14057
Task Schedule
Traffic Analysis Now – May 2014
Engineering Analysis Now – Oct. 2014
Environmental Analysis Now – June 2015
Alternatives Public Meeting June 2014
Public Hearing March 2015
Final Conceptual Plans September 2014
Location Design Concept Acceptance June 2015
SCHEDULE
ETDM: 14057
Public MeetingTuesday, June 175:30 p.m. – 6:30 p.m. (EDT)Crawfordville United Methodist Church
SCHEDULE
ETDM: 14057
April Williams, P.E.Project ManagerFDOT District ThreeEnvironmental Management Office1074 Highway 90 EastChipley, FL [email protected]: (850) 330‐1625
CONTACT INFORMATION
Ian SatterPublic Information DirectorFDOT District Three1074 Highway 90 EastChipley, FL [email protected]: (850) 330‐1205
ETDM: 14057