9644 3 HeberValley Open House Boards WEB · Daniels Rd Main St 100 S U.S. 189 U.S. 40 Southfield Rd...
Transcript of 9644 3 HeberValley Open House Boards WEB · Daniels Rd Main St 100 S U.S. 189 U.S. 40 Southfield Rd...
PUBLIC OPEN HOUSE
WELCOME
HEBER VALLEY PARKWAY PLANNING STUDY AND MAIN STREET CORRIDOR PLANNING STUDY
February 20, 2019
PLANNING STUDY
Heber Valley Parkway
AND MAIN STREET CORRIDOR PLANNING STUDY
PURPOSE
To address growth and provide
a reliable transportation
system for residents, visitors
and commuters in Heber City
and the surrounding area,
the Utah Department of
Transportation (UDOT) and
Heber City are conducting a
corridor planning study in
the Heber Valley to identify
an alternate corridor to Heber
City’s Main Street.
GOALS
• Alleviate specific types of traffic from Heber
City’s Main Street, including large trucks.
• Reduce traffic congestion on Main
Street, enhance economic development
opportunities and improve the overall
quality of life in Heber City and
Wasatch County.
• Improve safety and mobility on the Main
Street Corridor.
• Provide an opportunity for Main Street to
become a more visitor-friendly destination.
PURPOSE & GOALSPLANNING STUDY
Heber Valley Parkway
PLANNING STUDY AREAS
Ce
nte
r St
Ce
nte
r St
Main StMain St
Da
nie
ls R
d D
an
iels
Rd
Ma
in S
t M
ain
St
100 S100 S
U.S
. 40
U.S
. 40U.S
. 189
U.S
. 189
So
uth
field
Rd
So
uth
field
Rd
STUDY AREAS
Heber Valley
Parkway
Main Street Corridor
PLANNING STUDY
Heber Valley Parkway
N
PLANNING STUDY
Heber Valley ParkwayDAILY TRAFFIC VOLUME EVALUATIONEXISTING AND 2050 NO BUILD CONDITIONS
2050 CONDITIONS W/OHEBER VALLEY PARKWAY
U.S
. 40
U.S
. 4
0
U.S. 1
89
100 S.Midway Ln.
39,000
N
EXISTING CONDITIONS
U.S
. 40
U.S
. 4
0
U.S. 1
89
100 S.Midway Ln.
30,000
N
Daily Traffic Volume
PLANNING STUDY
Heber Valley ParkwayDAILY TRAFFIC VOLUME EVALUATIONOTHER OPTIONS CONSIDERED
Daily Traffic Volume
2050 HEBER VALLEYPARKWAY W/FREEWAY
SPEEDS
U.S
. 40
U.S
. 4
0
U.S. 1
89
100 S.Midway Ln.
N
34,00013,000
20,000
26,000
14,000
Eliminated due to high impacts for similar benefits
2050 EXTENDED HEBERVALLEY PARKWAY
U.S
. 40
U.S
. 4
0
To
U.S
. 40
U.S. 1
89
100 S.Midway Ln.
N
36,000
16,000
14,000
4,500
Eliminated due to low volumes on proposed parkway
2050 HEBER VALLEY PARKWAYW/O E-W CONNECTION
U.S
. 40
U.S
. 4
0
U.S. 1
89
100 S.Midway Ln.
N
33,000
19,000
14,000
Eliminated due to low volumes on proposed parkway
PLANNING STUDY
Heber Valley ParkwayDAILY TRAFFIC VOLUME EVALUATIONOTHER OPTIONS CONSIDERED
Daily Traffic Volume
2050 HEBER VALLEY PARKWAYEXISTING U.S. 189
U.S
. 40
U.S
. 4
0
U.S. 1
89
100 S.Midway Ln.
N
32,00012,000
19,000
23,000
13,000
Advanced for further analysis
2050 WITH HEBER VALLEY PARKWAYU.S. 189 RE-ALIGNMENT
U.S
. 40
U.S
. 4
0
U.S. 1
89
100 S.
1300 S.
MidwayLn.
32,000
21,000
19,000
25,000
21,000
N
Advanced for further analysis
PLANNING STUDY
Heber Valley ParkwayMAIN STREETCONGESTION LEVELS
U.S
. 189
Existing
U.S
. 4
0
U.S. 4
0
NB
SB
100 South
500 North
Center St.
600 South
U.S
. 189
Future 2050Build U
.S.
40
U.S. 4
0
NB
SB
100 South
500 North
Center St.
600 South
100 South
600 South
500 North
Center St.
U.S
. 4
0
Future 2040No-Build
* Southbound queue
extends back more
than 1 mile
*
NB
SB
U.S
. 189
U.S. 4
0
LOS A to C
LOS D
LOS F
LOS E
Arterial Level
of Service
Color Legend
PLANNING STUDY
Heber Valley Parkway
Ma
in S
tM
ain
St
So
uth
field
Rd
So
uth
field
Rd
100 S100 S
1200 S1200 S
A
N
Ma
in S
tM
ain
St
So
uth
field
Rd
So
uth
field
Rd
100 S100 S
1200 S1200 S
B
N
Ma
in S
tM
ain
St
So
uth
field
Rd
So
uth
field
Rd
100 S100 S
1200 S1200 S
C
N
NORTH SEGMENTOPTIONS CONSIDERED
Three options were reviewed for the northern segment. Due to extensive wetlands, further evaluation is needed in an
environmental study to determine a recommended route for this area.
PLANNING STUDY
Heber Valley ParkwayNORTH SEGMENTWETLAND ROUTE CONSIDERATIONS
To comply with the National Environmental Policy Act of 1969,
agencies to the extent permitted by law, must avoid
undertaking or providing assistance for new construction
located in wetlands unless the head of the agency finds:
• That there is no practicable alternative to such construction
which would have less adverse impact.
• The proposed action includes all practicable measures to
minimize harm to wetlands which may result from such use.
In making this finding the head of the agency may take into
account economic, environmental and other pertinent factors.
SCREENING CRITERIANORTH SEGMENT**NORTHERN SEGMENT RECOMMENDATION PENDING
FURTHER ENVIRONMENTAL EVALUATION
PLANNING STUDY
Heber Valley Parkway
AOriginal Concept
Screening Measure
Wetland Impacts
Traffic Performance
Direct Property Impacts
Adjacent Property Impacts
BModified
Edge Concept
CEdge Concept
More Favorable Performance Moderately Favorable Performance Unfavorable Performance
WEST SEGMENTOPTIONS CONSIDERED PLANNING STUDY
Heber Valley Parkway
U.S
. 189
U.S
. 189
So
uth
field
Rd
So
uth
field
Rd
1200 S1200 S
A
N
Heber Valley Parkway will be
grade separated over railroad
and 1200 S crossings
So
uth
field
Rd
So
uth
field
Rd
1200 S1200 S
B
N
U.S
. 189
U.S
. 189
Heber Valley Parkway will be
grade separated over railroad
and 1200 S crossings
Realignment of U.S. 189
and Southfield Rd
So
uth
field
Rd
So
uth
field
Rd
1200 S1200 S
C
N
U.S
. 189
U.S
. 189
Recommended Route
Heber Valley Parkway will be
grade separated over railroad
and 1200 S crossings
Realignment of U.S. 189
and Southfield Rd
SCREENING CRITERIAWEST SEGMENT (ASSUMES U.S. 189 REALIGNMENT)
PLANNING STUDY
Heber Valley Parkway
AOriginal Concept
Screening Measure
Sewer Farm Impacts(Acres)
Traffic Performance
Truck Utility
Property Impacts
BEdge Concept
CEdge Concept w/Roundabout
More Favorable Performance Moderately Favorable Performance Unfavorable Performance Recommended Route
PLANNING STUDY
Heber Valley ParkwaySOUTH SEGMENTOPTIONS CONSIDERED
U.S
. 40
Daniels Road
U.S
. 189
1300 S.
1200 S.
1A: SOUTH CONNECTIONU.S. 189 EXISTING
U.S
. 40
Daniels Road
U.S
. 189
1300 S.
1200 S.
1B: FAR-SOUTH CONNECTIONU.S. 189 EXISTING
U.S
. 40
Daniels Road
1300 S.
1200 S.
2A: SOUTH CONNECTIONU.S. 189 REALIGNED
U.S
. 40
Daniels Road
1300 S.
1200 S.
2B: FAR-SOUTH CONNECTIONU.S. 189 REALIGNED
U.S
. 40
Da
nie
ls R
oa
d
U.S
. 189
1300 S.
1200 S.
1C: CENTRAL CONNECTION (3 INTERSECTIONS)
U.S. 189 EXISTING
U.S
. 40
Da
nie
ls R
oa
d
U.S
. 189
U.S
. 1
89
1300 S.
1200 S.
1D: NORTH CONNECTIONU.S. 189 EXISTING
U.S
. 40
Da
nie
ls R
oa
d
U.S
. 1
89
1300 S.
1200 S.
2E: CENTRAL CONNECTION (3 INTERSECTIONS)
U.S. 189 REALIGNED
U.S
. 40
Da
nie
ls R
oa
d
U.S
. 1
89
1200 S.
1300 S.
2F: EXISTING CONNECTIONU.S. 189 REALIGNED
PLANNING STUDY
Heber Valley ParkwaySOUTH SEGMENT RECOMMENDED ROUTE**ASSUMES REALIGNMENT OF U.S. 189
U.S
. 40
Da
nie
ls R
oa
d
U.S
. 189
1300 S.
1200 S.
2C: CENTRAL CONNECTION (3 INTERSECTIONS)
SCREENING CRITERIASOUTH SEGMENT
PLANNING STUDY
Heber Valley Parkway
1AScreening Measure
Traffic Performance
Truck Utility
Property Impacts
Local Connections
1B 1C 1D 2A 2B 2E 2F2C
More Favorable Performance Moderately Favorable Performance Unfavorable Performance Recommended Route
Includes Existing U.S. 189 Re-aligns U.S. 189
RECOMMENDED ROUTE
U.S
. 189
U.S
. 189
U.S
. 40
U.S
. 40
Ma
in S
tM
ain
St
So
uth
field
Rd
So
uth
field
Rd
100 S100 S
Da
nie
ls R
d D
an
iels
Rd
Ce
nte
r St
Ce
nte
r St
1200 S1200 S
PLANNING STUDY
Heber Valley Parkway
C
2C
N
Heber Valley Parkway will be
grade separated over railroad
and 1200 S crossings
Northern Segment Recommendation
Pending Further Environmental Evaluation
Realignment of U.S. 189
and Southfield Rd
North
West C
South 2C
North
ConstructionProjectFundingNo Funding Identified
CorridorPreservationOngoing
Current Phase
STUDY BEGANSpring 2018
OPEN HOUSE 1Summer 2018
OPEN HOUSE 2Winter 2018/2019
STUDY COMPLETEWinter 2018/2019
EnvironmentalImpactStatement
EnvironmentalStudy FundingCurrently Seeking Funding
CorridorPlanning Study• Determine Traffic Needs
• Evaluate and
Eliminate Concepts
• Recommend Route
for Future Study
PROCESS AND TIMELINEPLANNING STUDY
Heber Valley Parkway
COMMENT AREA
Heber Valley Parkway [email protected]
Main Street Corridor [email protected]
PLANNING STUDY
Heber Valley Parkway
AND MAIN STREET CORRIDOR PLANNING STUDY