North Point Area And Alpha Loop Trail Connectivity Feasibility Study Adopted: November 2020
Contributors North Point Area And Alpha Loop Trail Connectivity Feasibility Study City of Alpharetta
Atlanta Regional Commission
Mayor Jim Gilvin
Jared Lombard, AICP | Senior Principal Planner
Donald Mitchell | Post 1, City Council (Mayor Pro Tem) Ben Burnett | Post 2, City Council
Consultant Team
Karen Richard | Post 3, City Council
Darren Meyer, PLA, AICP | MKSK
John Hipes | Post 4, City Council
Donald Zellefrow | MKSK
Jason Binder | Post 5, City Council
Barrett Armstrong, PLA | MKSK
Dan Merkel | Post 6, City Council
Haoting Shi | MKSK
Kathi Cook | Community Development Director
Kristina Granlund | MKSK
Michael Woodman, AICP | Senior Planner
Addie Weber, AICP | Toole Design Group
Eric Graves, PE | Senior Engineer
Tom Natwick, PE | Toole Design Group
Ben Kern | GIS Specialist/Planner
Savannah Langkamp, PE | Toole Design Group
Elle Taylor | Planning and Zoning Coordinator Morgan Rodgers | Recreation, Parks & Cultural Services Director
The opinions, findings, and conclusions in this publication are those of the author(s) and not necessarily of the Department of Transportation, State of Georgia or the Federal Highway Administration. Prepared in cooperation with the Department of Transportation, Federal Highway Administration and the Atlanta Regional Commission.
i
Table of Contents North Point Area And Alpha Loop Trail Connectivity Feasibility Study
p1 Section 01 -
Introduction
p11 Section 02 -
Analysis
p31 Section 03 -
Conceptual Alignment
p61 Section 05 -
Cost & Constructability
p75 Section 06 -
Appendix
ii
Introduction Section 01
Purpose Improving Quality-of-Life by Connecting Communities Alpha Loop (Northwinds Parkway) As the Alpha Loop continues to take shape in the heart of Alpharetta, it is poised to provide significant economic and community benefit to the City and region. This signature pedestrian and bicycle trail is already proving to be a catalyst for economic development, a signature quality-of-life amenity, and a step towards transportation equity – accommodating universal modes of transportation (walking and biking) while reducing reliance on the automobile. The value of this trail system is significant for internal trips whin Alpharetta, i.e., linking Avalon with Downtown Alpharetta, but also has tremendous potential benefit for its ability to enhance regional connectivity. By providing links to existing regional trail systems such as the Big Creek Greenway, future trails such as Path400, and planned transit services (MARTA Bus Rapid Transit), the Alpha Loop gives the Alpharetta community the opportunity to strengthen its connectivity and access to the wider metro area, which is critical for long-term economic stability.
Big Creek Greenway
3
North Point Mall (Future Redevelopment)
The feasibility study explores a multi-use trail connection between the Big Creek Greenway, the Alpha Loop, and North Point Mall.
Alpha Loop Avalon
GA 4
00
Downtown Alpharetta
Northwinds Proposed MARTA Bus Rapid Transit Station
“Alpha Link”
kwy
North Point Mall
de P
tsi s e W
kwy
oint P orth P
N
Big Creek Greenway 0
40 A G
Ha yn
es
Br
id
ge
Rd
4
Approach A Creative & Collaborative Approach to Trail Design
While the benefits of the Alpha Loop are significant, the challenges of routing a public trail system through a highly-developed area are complex. Trail planning, like all thoroughfare planning, involves a wide range of stakeholders, complex real estate strategies, transportation mode conflicts, environmental obstacles (and opportunities), and engineering challenges. The successful implementation of the Alpha Loop extension will require a highly collaborative and creative approach. Throughout the planning process the team worked closely with the various stakeholders whose support will be needed to help achieve the vision - municipal staff and officials, ARC, GDOT, MARTA, business owners, investors, and the greater Alpharetta community.
e tt a C o m m r a un ph l ity A
Local Residents
Trail Users
Businesses
Cycling Community
Property Owners
Local Stakeholders
Planning Team
PLANNING, TRAIL DESIGN, PLACEMAKING & PUBLIC ENGAGEMENT
5
MULTI-MODAL PLANNING & TECHNICAL ANALYSIS
Process A Nine-Month, Four-Phase Effort
The planning effort involved a nine-month-long process divided into four major tasks. Task 1: Data Collection & Analysis In Task 1, the team collected data and performed technical analyses to develop a thorough & nuanced understanding of the project area.
Winter
Spring
Task 3: Conceptual Plan & Alternative Alignment Analysis In Task 3, the team developed a draft conceptual plan featuring alternative greenway alignments as well as recommendations for trailheads and amenities, placemaking opportunities, cost estimates, and connections to nearby destinations. Task 4: Project Deliverables In Task 4, the team refined the concept based on community input, refined and finalized recommendations, and prepared a final report with supporting exhibits detailing the vision for the Alpha Loop.
Fall
Task 1 Data Collection & Analysis Virtual Public Meeting #1
Task 2: Public Engagement In Task 2, the team involved local residents, businesses, property owners, key stakeholders and trail users in the planning process. This task ran for the entirety of the planning process and involved multiple creative forms of engagement.
Summer
Project Website Launch
Public Meeting #2 Plan Delivery
Task 2 Public Engagement
Task 3 Conceptual Plan & Alternative Alignment Analysis
Task 4 Project Deliverables
6
Community Engagement Forging Connections, Building Community Strong public engagement is a hallmark of Alpharetta’s community-based planning and design approach. The success of the public visioning process is a critical step in building understanding, support, and ownership that will ultimately lead to effective implementation across time. In the wake of the COVID-19 outbreak, the planning team adapted it’s engagement strategy to prioritize the health and well-being of the Alpharetta community. Virtual Public Meeting #1 Out of respect for social distancing, Public Meeting #1 transitioned to an online format designed to introduce participants to the planning study and provide a space to share ideas for the North Point area’s expanding trail network through a series of surveys and mapping exercises. Coupled with this digital engagement, was an analog intercept survey consisting of postcards mailed to area residents and yard signs placed throughout the study area. These postcards and signs contained project information and discussion prompts that invited residents into the planning process and met them where they were at during the early phases of the COVID-19 outbreak. Public Meeting #2 Public Meeting #2 was held outdoors on Wednesday, July 29th at Morrison Lake in the project study area. Upon arrival, participants were invited to take a stroll around Morrison Lake and visit a series of thematic stations to discuss the project and share ideas for its future. To broaden the project’s exposure and make the process more accessible, an online survey was made available so those not in attendance had an opportunity to make their voices heard. The online survey was open from July 29th - August 7th. Stakeholder Engagement The team conducted virtual stakeholder interviews throughout the planning process with property owners, developers, advocacy groups, regulatory agencies (GDOT, MARTA, etc), as well as elected officials and city staff. These meetings allowed the planning team to listen, learn, and understand the key issues at play in the study area, as well as share initial research, observations, and design concepts. 7
Screenshot from the Virtual Public Meeting #1 Homepage
The Virtual Public Meeting page has been viewed 1,848 times since it launched on 04/22/2020
1,450 postcards were sent to area residents and 25 yard signs were placed across Alpharetta.
Vision Alpha Link North Point Area & Alpha Loop Trail Connectivity Feasibility Study
The City of Alpharetta is exploring a bicycle and pedestrian connection between the Alpha Loop, North Point Area, & Big Creek Greenway. Visit www.VisionAlphaLink.com to learn more and participate in our Virtual Public Meeting exercises!
I love the Alpha Loop & Big Creek Greenway because... To share your answer head to www.menti.com & use the code 32 96 08 or scan the QR Code Visit www.VisionAlphaLink.com to learn more & participate in our Virtual Public Meeting exercises!
Imagery from the Community Engagement Process
8
The virtual public meeting vision survey received 180 responses
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Imagery from the Community Engagement Process
40 community members joined us for a stroll around the lake at Public Meeting #2
Imagery from the Community Engagement Process
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Analysis Section 02
Connectivity
Shaping a Safe, Comfortable, and Diverse Network Haynes Bridge Rd & Georgia 400 Southbound (looking west)
High-volume, widely spaced arterial roads define the spatial structure of the North Point area today. The result is limited route choice, extremely large blocks, and poor walkability/bikeability. These attributes lack the qualities of a livable neighborhood and do not support the goals of creating a vibrant mixed-use environment. The relationship between the Alpha Loop and these thoroughfares will prove a defining factor for the success of this trail project. Despite the auto-oriented nature of the district today, North Point is home to one of the most beloved and well-use bike and pedestrian routes in the region, the Big Creek Greenway. Additionally, a host of planning efforts and policies have resulted in the expansion and improvement of pedestrian, bicycle, and transit infrastructure across the district. Of particular note, is the plans for a MARTA Bus Rapid Transit station to be located at the North Point Mall that will provide residents, employees, and visitors alike the opportunity for multi-modal connections to destinations across the Atlanta metro region. The following pages provide an overview of the mobility networks within the study area. This includes evaluation of the roadway characteristics, pedestrian and bicycle infrastructure, and transit connections. To quantify bicyclist comfort, a Level of Traffic Stress (LTS) analysis was performed. The analysis was conducted based on criteria developed by Peter Furth1, adapted to account for available data and local context.
North Point Pkwy & Encore Pkwy (looking south)
1: Furth, P. Level of Traffic Stress Criteria for Road Segments – Version 2.0. Northeastern University College of Engineering. June 2017.
13
Encore Parkway near North Point Parkway (looking north)
North Point Parkway near North Point Market Center (looking south)
Encore Parkway over Georgia 400 (looking north)
Haynes Bridge Road near Georgia 400 Southbound (looking south) 14
Roadway Network Mo
The spatial structure of the North Point area today is characterized by high-volume, widely-spaced arterials with a notable absence of local public streets.
rri
Encore Pkwy
y
Haynes Bridge Rd
ie Lakev
Alpha Loop
ll Rd
Way Fanfare
nP
kw
Maxwe
kwy
P Westside
so
Fulton Science Academy
w
Pkw
“Alpha Link”
y
Westside Pkwy
ds Pkwy
North Win
400
y
Mansell Crossing
w re Pk
Enco
400
North Point Mall
Rd e g
id
r sB
e
North Poin
t Pkwy
yn Ha
Big Creek Greenway
Freeway (State) Arterial (City of Alpharetta)
North Point Market Center
M
an Collector (City of Alpharetta) se ll Rd Local (Private and City of Alpharetta)
15
0’
1600’
N
Crash Data Mo
rri
The highest concentration of crashes in the study area occur along Haynes Bridge Road.
Encore Pkwy
y
Haynes Bridge Rd
ie Lakev
Alpha Loop
ll Rd
Way Fanfare
nP
kw
Maxwe
kwy
P Westside
14
so
w
Fulton Science Academy
Pkw
“Alpha Link”
y
Westside Pkwy
ds Pkwy
North Win
150
400
y
Mansell Crossing
w re Pk
Enco
400
North Point Mall 23
g
id
r sB
d eR
e
19
North Poin
t Pkwy
yn Ha
Big Creek Greenway
High Traffic Accidents Area
North Point Market Center
M
Low Traffic Accidents Area ans e XX
ll R Annual Daily Traffic in Thousandsd
0’
1600’
N
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Walkshed Mo
rri
North Point is home to one of the most beloved and well-used bike and pedestrian routes in the region, the Big Creek Greenway.
Encore Pkwy
y
Haynes Bridge Rd
ie Lakev
Alpha Loop
ll Rd
Way Fanfare
nP
kw
Maxwe
kwy
P Westside
so
Fulton Science Academy
w
Pkw
Alpha Loop
y
Westside Pkwy
ds Pkwy
North Win
w re Pk
Enco
400
y 400
Mansell Crossing
North Point Mall
Alpha Loop id
Alpha Loop Intersection w/ Crosswalk t Pkwy
yn Ha
Big Creek Greenway
Recreation Paths Sidewalks
r sB
e
North Poin
Alpha Loop Intersection w/o Crosswalk Big Creek Greenway
Rd e g
North Point Market Center Ma
5 minute Walk From AlphansLoop Intersection e Bike Facilities 17
ll Rd
0’
1600’
N
Sidewalk Condition Despite the predominant presence of auto-oriented roads and surface parking areas throughout the area, strides are being taken to make North Point a more walkable, bikeable district.
Mo
rri
Encore Pkwy
y
Fulton Science Academy
w
Pkw
Alpha Loop
y
Haynes Bridge Rd
ie Lakev
Alpha Loop
ll Rd
Way Fanfare
nP
kw
Maxwe
kwy
P Westside
so
Westside Pkwy
ds Pkwy
North Win
w re Pk
Enco
400
y 400
Mansell Crossing
North Point Mall
Alpha Loop Good Sidewalk
id
Fair Sidewalk
t Pkwy
Recreation Paths
yn Ha
Big Creek Greenway
Very Poor Sidewalk
Big Creek Greenway
r sB
e
North Poin
Poor Sidewalk
Sidewalks Improvements
Rd e g
North Point Market Center Ma
ns
el lR d
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Transit Connectivity TO DOWNTOWN Mo
Proposed Bus Rapid Transit along Georgia 400 with a planned station adjacent to the North Point area will dramatically improve connectivity to the district.
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Encore Pkwy
so
nP
kw
y
MARTA Georgia 400 Bus Rapid Transit (Proposed)
ie Lakev
ll Rd
kwy
P Westside
MARTA Route Fanfare
Way
Haynes Bridge Rd
Maxwe
MARTA Bus Rapid Transit Station (Proposed) w
Fulton Science Alpha 143 Academy
Loop
Pkw
y
Westside Pkwy
Alpha Loop ds Pkwy
North Win
400
400
y
Mansell Crossing
w re Pk
Enco
H ORT TO N STATION INGS SPR
TO WINDWARD PARK & RIDE
North Point Mall
MARTA Route 141
id
r sB
e
North Poin
t Pkwy
Rd e g
yn Ha
MARTA Route 140
Big Creek Greenway North Point Market Center
TO ALPHARETTA HIGH SCHOOL
Ma
MARTA BRT Stop (Proposed)nse MARTA Bus Stop 19
ll Rd
0’
1600’
N
Level of TraďŹƒc Stress Level of TraďŹƒc Stress Bicycle Level of Traffic Stress DRAFT March 17, 2020
DRAFT March 17, 2020
To quantify bicyclist comfort within the study area, a Level of Traffic Stress (LTS) analysis was performed. The analysis was conducted based on criteria developed by Peter Furth, adapted to account for available data and local context. There are four levels of traffic stress used to describe how appropriate a route is for different types of users.
LTS 2: Comfortable for Most Ages & Abilities There are few existing low-stress bicycle facilities that connect destinations across the district. LTS 4: Suitable for Highly Confident Cyclists
LTS 3: Tolerable for Somewhat Confident Cyclists
LTS 1 LTS 2 LTS 3 LTS LTS14 LTS 2 Outside Analysis Area Street LTS Trail3 Outside Analysis Area LTS 4 Street Outside Analysis Area North Point Area and Alpha Loop Trail Connectivity Feasibility Study Trail Outside Analysis Area
LTS 1: Comfortable for Most Ages & Abilities
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North Point Area and Alpha Loop Trail Connectivity Feasibility Study
Development
Catalyzing Development and Serving Community Need 360 Tech Village
Beginning with the North Point area’s first Livable Centers Initiative (LCI) study in 2008, and most recently with the adoption of the North Point Creative Placemaking Plan in 2018, the district has been the focus of many planning efforts and policy initiatives aimed at redefining the district as a green, walkable, mixeduse district. Local property owners and developers in the district are responding to this community-based momentum and to the market demand for more livable places by delivering humanscaled, mixed-use projects with a heavy emphasis on connectivity and a vibrant public realm. The Alpha Loop is an integral part of the connective tissue that binds these individual projects together and a catalyst for attracting investment and serving community needs in this emerging mixed-use district. The following pages provide an overview of active and planned developments, composition of property ownership, and distribution of community facilities within the study area.
North Point Mall Redevelopment
21
Northwinds Summit
Encore at North Point
Development Mo
rr
The character of the North Point area is being redefined as mixeduse development proliferates across the district.
iso 360 Tech n P Village
Encore Pkwy
kw
y
Fanfare
Way
Haynes Bridge Rd
Pkwy Westside
ll Rd
Encore Walk
Artisan
Alpha Loop ie Lakev
Maxwe
Fulton Academy Expansion
Alpha Loop
w
Fulton Science Academy
Pkw
y
Westside Pkwy
Northwinds Summit ds Pkwy
North Win
400
y
Mansell Crossing
Encore Commons
w re Pk
400
Enco
Encore At Northpoint
North Point Mall
Ecco Park Mall Development
id
r sB
e yn a H Chick-fil-a
North Poin
t Pkwy
Big Creek Greenway
Studio Movie Grill
Rd e g
Stormwater Park
North Point Market Center Ma
ns
el lR d
0’
1600’
N
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Property Ownership Mo
rri
Private property owners control much of the land along the conceptual trail alignment.
Village Creative Labs Partners LP
4
Blue Ventures LLC
kwy
18
5
BRI 1870 North Point LLC
6
Wachovia Bank of Georgia
7
Mansell Crossing Retail LP
8
PSREG Westside LLC
9
CMC Homes LLC
10
Fulton Science Academy Private School Inc
11
Truglobe Inc
12
TWV TPA GA 400 LLC
13
Northwinds Land LLC
11
9
8
Pkw
Alpha Loop
10
Way Fanfare
w
y
Westside Pkwy
12
ds Pkwy
North Win
Enco
13
w re Pk
7
400
y
23
14
19
P Westside
Haynes Bridge Rd
3
y
ie Lakev
NPMC Retail, LLC
nP
Alpha Loop
21
ll Rd
2
Maxwe
City of Alpharetta
so
kw
20
1
6 17
14
American Honda Motor CO LLC
15
Alpha Z-Boy Partners LP
16
Hollywood Camarillo Partners LP
17
CORD North Point LLC
18
TRATON Homes LLC
19
WRPV XI PA Alpharetta LLC
20
Westwood Park Neighborhood Assoc.
21
Creekside Holbrooke LLC Other LCI Study Parcel
Encore Pkwy
5
id
16
4 3
1
r sB
e
North Poin
t Pkwy
Ma
Rd e g
15
yn Ha
2
ns
el lR d 0’
1600’
N
Community Assets North Point possesses significant opportunities for retail, residential, office, recreation, and cultural uses & activities. Alpha Loop
Fulton Science Academy Alpha Loop
North Point Mall
Future Stormwater Park
Mansell Crossing
Big Creek Greenway
Entertainment Restaurant
North Point Market Center
Target (Grocery & Pharmacy)
Shopping Schools Parks
0’
1600’
N
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Environment
Foregrounding the Nature of North Point Morrison Lake (looking west)
Georgia 400 Buffer (looking north)
North Point Pkwy near the Big Creek Greenway (looking south)
Morrison Lake (looking south)
It is easy to overlook the natural beauty of the North Point area. At first glance it is a sea of surface pavement. However, it is in fact home to some of Alpharetta’s greatest green assets: the riparian corridor of the Big Creek (and its tributaries) and Morrison Lake. The Big Creek, which is enjoyed by the many who travel its meandering banks along the aptly named Big Creek Greenway, holds tremendous ecological and economic value. Morrison Lake, which lies behind the Georgia 400 Center off of Lakeview Parkway is a hidden gem waiting to be uncovered. At roughly 10acres in size it is one of the largest standing bodies of water in Alpharetta and serves home to numerous species of wildlife. In addition to those mentioned above, another green asset waiting to be leveraged can be found within the district. The forested buffer along Georgia 400 serves as a green thread offering the opportunity to connect the many communities and destinations located along this critical corridor. The following pages provide an overview of the natural resources within the study area. This includes exploration of the hydrologic, topographic, and vegetative systems influencing the trail alignment and its experiential qualities.
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Aerial image of the Big Creek Greenway
kwy
P To North Point
Rd Big
Cre
ek G
reen way
Gr ee
nw ay
To
ell s n a M
To Mansell Rd
Bi g
Cr ee
k
To H
ay n
Big
es
Cre
ek
Br
idg
eR d
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Canopy Cover North Point is home to one of Alpharetta’s greatest green assets: the Big Creek. Additionally, the vegetated buffer along Georgia 400 provides a green thread linking many Alpharetta destinations.
Mo
rri
Encore Pkwy
y
Haynes Bridge Rd
ie Lakev
Alpha Loop
ll Rd
Way Fanfare
nP
kw
Maxwe
kwy
P Westside
so
Fulton Science Academy
w
Pkw
Alpha Loop
y
Westside Pkwy
ds Pkwy
North Win
Enco w re Pk
400
400
y
Mansell Crossing
North Point Mall
Rd e g
id
r sB
e
North Poin
t Pkwy
yn Ha
Big Creek Greenway North Point Market Center Ma
ns
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el lR d
0’
1600’
N
Hydrology Mo
rri
The Big Creek, its tributaries, and associated floodplain offer potential green linkages across the area.
Encore Pkwy
so
nP
kw
y
Morrison Lake ie Lakev
ll Rd
kwy
P Westside
Way Fanfare
Haynes Bridge Rd
Maxwe
Alpha Loop
Fulton Science Academy
w
Pkw
Alpha Loop
y
Westside Pkwy
ds Pkwy
North Win
400
y
Mansell Crossing
w re Pk
Enco
400
North Point Mall
Rd e g
id
Big Creek
r sB
e
North Poin
t Pkwy
yn Ha
Big Creek Greenway North Point Market Center
Floodplain Open Water
Ma
ns
el lR d
0’
1600’
N
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Elevation The riparian corridor of the Big Creek is the areas low point. There is roughly a 90ft change in elevation from the Haynes Bridge Rd & Georgia 400 intersection to the creek.
Mo
rri
Encore Pkwy
Fulton Science Academy
w
Alpha Loop
P
kwy Alpha Loop
1010ft
Haynes Bridge Rd
ie Lakev
Way Fanfare
1044ft
y
1014ft
ll Rd
1036ft
nP
kw
Maxwe
kwy
P Westside
so
Westside Pkwy
1051ft ds Pkwy
North Win
979ft
400
y
Mansell Crossing
w re Pk
Enco
400
North Point Mall
998ft Rd e g
id
e
North Poin
Big Creek Greenway XX
Elevation High Point Low Point
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960ft
r sB
t Pkwy
yn Ha
North Point Market Center Ma
ns
el lR d
0’
1600’
N
Slope Analysis Mo
rri
Slopes within the area vary greatly and reflect the districts development pattern.
Encore Pkwy
y
Haynes Bridge Rd
ie Lakev
Alpha Loop
ll Rd
Way Fanfare
nP
kw
Maxwe
kwy
P Westside
so
Fulton Science Academy
w
Pkw
Alpha Loop
y
Westside Pkwy
ds Pkwy
North Win
400
y
Mansell Crossing
w re Pk
Enco
400
North Point Mall
Rd e g
id
e
North Poin
t Pkwy
20-45% 45%+
yn Ha
Big Creek Greenway
5-10% 10-20%
r sB
North Point Market Center Ma
ns
el lR d
0’
1600’
N
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Conceptual Alignment Section 03
The “Alpha Link”
According to the latest National Household Travel Survey (NHTS), approximately 11% of daily trips in the United States are made by walking & about 1% by bicycle.
Connecting the Alpha Loop, North Point Area, and Big Creek Greenway
The Alpha Loop, Alpharetta’s signature pedestrian and bicycle trail, connects destinations and amenities within the City providing a catalyst for economic development, a signature quality-of-life amenity, and a step towards transportation equity within the community.
The North Point Area and Alpha Loop Trail Connectivity Feasibility Study examines the potential link of the Alpha Loop to the Big Creek Greenway, closing a critical gap between two of the communities most beloved and well-used amenities. The Feasibility Study seeks to enhance regional connectivity and multi-modal transportation through a planned link to the future MARTA Bus Rapid Transit service along Georgia 400, which currently is conceived with a transit center in the North Point Mall area. This link strengthens Alpharetta’s connection to the wider metropolitan labor market and also potentially streamlines the commute pattern of residents working outside of the City. The following pages provide an overview of the conceptual alignment of the Alpha Loop and opportunities for placemaking initiatives and open space improvements along its length. To further explore the intricacies of the trail, it has been subdivided into three Focus Areas, reflective of the unique conditions along its route. The design and strategies reflect the rigorous analysis, sustained community engagement, and close coordination with project stakeholders throughout the planning process.
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BY AGE
3.99 ft/s
Children & Young Adults
4.84 ft/s
Adults
4.72 ft/s
Senior Adults
BY DISABILITY
The value of this trail system is significant for internal trips within Alpharetta, i.e., linking Avalon with Downtown Alpharetta, but also has tremendous potential benefit for its ability to enhance regional connectivity. The long-range plans for the extension of Path400 would provide a link between North Fulton and Atlanta, and the Alpha Loop’s location along Georgia 400 makes this future link a critical piece of transportation infrastructure. Likewise, the Big Creek Greenway is a 20-mile, multi-jurisdictional trail connecting Alpharetta residents and employees to adjacent communities along the Big Creek.
Hand-Assisted Children
3.81 ft/s
Physically Disabled Physically Disabled
2.62 ft/s
2.07 ft/s
Using Walker
Physically Disabled
NOTE: The speeds shown in this diagram are mean values for each of the groups.
3.55 ft/s
Conceptual Alignment
Alpha Loop
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Encore Pkwy
ridge Rd
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Westside Pkwy
nes B
ie Lakev
Hay
Main St
nP
ll Rd
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P Westside
C
Fanfare
Way
Planned BRT Station & Overpass
so
Maxwe
Downtown Alpharetta
Proposed Connection @ 800-1000’
Alpha Loop Connection
Mo
~1000ft
~10m Walkshed
w
Fulton Science Academy
Pkw
B
y
ds Pkwy
North Win
A
Enco w re Pk
400
400
y
Mansell Crossing
North Point Mall
D
Rd e g
id
r sB
e
North Poin
t Pkwy
yn Ha
Big Creek Greenway North Point Market Center Ma
ns
el of more than 3min (600-800 ft) *Crosswalk spacing requiring a walk lR d locations may encourage crossing at unprotected NACTO Urban Street Design Guidelines 0’
A
D
40-45m Walk (~8200ft)
B
C
20-25m Walk (~4500ft)
B
D
30-35m Walk (~6400ft) 1600’
N
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Open Space Inspiration
Mirror Lake
Falls Park
Mirror Lake
Next Edge Tech Park
Ballantrae Park
Mirror Lake
Next Edge Tech Park
Ballantrae Park
James Clarkson Center
Scioto Audubon Metro Park
James Clarkson Center
Scioto Audubon Metro Park
Open space throughout the district is characterized by its minimalist and naturalistic character.
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Scioto Audubon Metro Park
Open Space
~10m Walkshed
Alpha Loop
Proposed Connection @ 800-1000’
Alpha Loop Connection rri
Encore Pkwy
Haynes Bridge Rd
Mo
Planned BRT Station & Overpass
so
nP
kw
y
Morrison Green (~60 Ac) ll Rd Maxwe
Way Fanfare
ie Lakev
kwy
P Westside
Morrison Lake w
Fulton Science Academy
Pkw
Westside Pkwy
y
ds Pkwy
North Win
Enco w re Pk
400
400
y
Mansell Crossing
North Point Mall
Big Creek Greenway
Gateway Park (~5.5 Ac) t Pkwy
Ma
id
r sB
e
North Poin Big Creek Greenway
Rd e g
yn Ha
North Point Market Center
ns
el lR d
Potential Open Space Resource 0’
1600’
N
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Gateway Inspiration District Threshold Concepts
Wrapped Steel Rebar
Lighting Effects for Safety & Atmosphere
Gateways As part of the North Point Area Creative Placemaking Plan, a series of iconic architectural elements were collaboratively developed with the Alpharetta community. These “District Thresholds” are inspired by the natural environment of the Big Creek Greenway and the larger Piedmont ecoregion. They should be placed at highly visible locations and will serve as icons for navigation and wayfinding within the district.
Leaf Pattern District Branding
30ft
30ft
Lighting Effects for Safety & Atmosphere
Plant Material with Seasonal Interest
15ft clearance
The Lattice
The Lattice features an inlaid leaf pattern, raised lettering and is designed to accommodate plant material
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The Alpha The Alpha features a dynamic shape reminiscent of the letter “A” and is designed to accommodate plant material.
Trail Amenities
~10m Walkshed
Alpha Loop
Proposed Connection @ 800-1000’
Alpha Loop Connection rri
Encore Pkwy
Haynes Bridge Rd
Mo
Planned BRT Station & Overpass
so
nP
kw
y
w1
w1
ide Pkwy
Wests
B T
S
K H w2
w1
B T
w2 T
w2 T
S K
S K
w re Pk
y
Mansell Crossing
w1
w2 w2 w2
G1 B
K S C T
w1
y
w2
S
K H w2
w2
ds Pkwy
North Win
G2 B
North Point Mall
B T
Rd e g
S
K H w2
Big Creek Greenway
es
North Poin
t Pkwy
Big Creek Greenway
400
Placemaking Legend G
Gateway Park
Ma
w1 w2 T
w1 w2
Pkw
S
K H w2
Enco
400
w
w1
Fulton Science Academy
w1ay W e r a f n Fa
Westside Pkwy
w1 ie Lakev
w1
ll Rd Maxwe
w1
Gateways
Trailside Amenities Legend
id Br
w1 Off-Trail Wayfinding Signage
yn Ha
w2 On-Trail Wayfinding Signage
North Point Market Center
ns
el lR d
0’
C
Comfort Station
B
Bike Repair Kiosk
S
Seating
H
Water Refill
T
Trash Receptacle
K
Bike Racks 1600’
N
38
Focus Area #1
Crossing Haynes Bridge Road and Traversing Georgia 400 Haynes Bridge Rd and GA 400 Southbound (looking west)
Summit Dr near the iATL (looking west)
Morrison Lake at the Georgia 400 Center (looking west)
Morrison Lake at the Georgia 400 Center (looking west)
Haynes Bridge Road is a 6+-lane arterial with a 45mph posted speed limit. Though the intersection of Haynes Bridge Road and Summit Place is signalized and contains marked crosswalks, the potential safety implications and perceived safety of this crossing have a major impact on the usability of the trail system. With the continuous right-turn from Haynes Bridge Road to the southbound ramp of Georgia 400, the final leg of the trail crossing is not signal-protected and poses a safety concern in its current configuration. The proposal for this crossing addresses the safety concerns mentioned above through a redesign of the crosswalk and associated slip lane to provide more space for trail users on foot and bike. High visibility markings and signage improve the legibility of the crossing, while a raised crossing at the southbound entrance ramp to Georgia 400 serves as a tactile measure to improve pedestrian safety and access from the traffic island to the trail. For those trail users wishing to avoid Haynes Bridge Road altogether, a proposed tunnel allows for a seamless journey from the Northwinds area into the forested buffer along Georgia 400. Once in the forest parallel to Georgia 400, the trail alignment leverages the topography and vegetation of the buffer landscape to provide a route that is both accessible and experientially rich. A connection to the future mixed-use development at 360 Tech Village allows for easy access to nearby neighborhoods, employment centers, and amenities, as well as the western arc of the Alpha Loop trail system.
39
Big Creek Greenway
North Point Mall
400
Hayn
Morrison Lake
Georgia 400 Center
360 Tech Village (Proposed)
es B
ridge
Rd Lakevie
400
l
w Pkwy
tP i m
m
Su
Northwinds Northwinds Summit
Aerial image of the Study Area (looking southwest)
40
Focus Area #1 Inspiration
Mirror Lake
Mirror Lake
Katy Trail
Big Creek Greenway
The quality and character of Focus Area #1 leverages the natural beauty and diversity of the landscaped buffer along Georgia 400
41
Morrison Pkwy Spur
ie ev Lak
in
dpla
w
w1
1
360 Tech Village
Artisan Connection (Planned) Artisan
K
T
H
S w2
G
Gateways
C
Comfort Station
T
Trash Receptacle
B
Bike Repair Kiosk
K
Bike Racks
Retaining Wall
w1 Off-Trail Wayfinding Signage
S
Seating
Elevated Walk
w2 On-Trail Wayfinding Signage
H
Water Refill
Lakeview Pkwy Alternative
Pk wy
w1 A
360 Tech Village Spur
Haynes Bridge
w2 K S
Alpha Loop Connection
w1
Morrison Lake Loop oo ar Fl e Y 00
A Proposed Crosswalk
Haynes Bridge Rd
Legend
Trail Alignment
Alpha Loop
T
K C
T
Tunnel Crossing Alternative
w1
w2 H S
B
No r
w2
w2
G1
w2 A
thw inds Pkwy
Northwinds Summit
400
w1
Planned BRT Station & Overpass
400 0’
600’
N
42
Haynes Bridge Rd At Grade Crossing oad R e ridg wy)
• Channelized Right-Turn onto SB-400 On-Ramp Accommodates a WB-67. • No Right On Red & Right Only Signal Phased Separately From Crosswalk Signal. • If There Are Issues With Yielding Compliance At Raised Crossing, Rectangular Rapid Flashing Beacons Or Right-Turn Signal Control Could Be Added For The Southbound Channelized RightTurn. • Signage: A R1-5 Mod With W17-16p Should Be Placed At The Yield Lines At Southbound Channelized Right-Turn.
B eview Pk s e ayn o Lak
H
(T
Alpha Loop (12’)
Truck Apron To ds
in
hw
rt
No m
Su it
m
Alpha Loop (12’)
oad R e )
dgBridge i r B 00
s GA 4 e n ay (To
Key Map
Raised Crossing
Haynes Bridge @ Northwinds Summit No hW rt
s ind
Pk
Ha yn e
sB
400
ridg e Ro ad
w
43
y
s to mp Ra 400 GA
L
ak evie w Pkwy
Slip Lane (11’)
H
Haynes Bridge Rd
ke Bi
Tunnel Crossing oad R e ridg wy)
Working Assumptions • Deepest Utility: 36” (16” Water Main) • Min. Clearance From Utility: 36” • Tunnel Width: 15’ • Tunnel Height: 10’ • Depth Of Top Of Tunnel Structure: 2’
(T
Alpha Loop (12’)
Tunnel Entrance
To ds
in
hw
rt
No m
Su
Alpha Loop (12’)
it
m
Stairwell Conditions • Width: 16’ Total (12’ Trail + 2’ Clearance For Bike Channels, Both Directions) • 12’ Trail: 4’ Bikeways (Both Directions) And 4’ Center Walkway • Riser Height: 6” ; Tread Depth: 12” • Landings Every 5-7.5’ Of Rise (12’ Maximum Rise Per Building Code) • Retaining Wall Depth: 18”
Non-ADA Compliant Tunnel Entrance
B eview Pk s e ayn o Lak
H
in Stairs to Tunn ove el o r G
d a o e R)
dgBridge i r B 00
s GA 4 e n ay (To
H
Key Map Haynes Bridge @ Northwinds Summit No hW rt
s ind
Pk
sB
y
Tunnel 10’H x 15’W x 221’L
Ha yn e
400
ridg e Ro ad
w
to ps Ram 400 GA
L
ak evie w Pkwy
44
Focus Area #2 Connecting the North Point Area
Parallel to the development of GDOTs SR400 Express Lanes project, MARTA is planning Bus Rapid Transit (BRT) service along the 400 Corridor with a planned BRT station at the North Point Mall. The final location of this station and its connection to the Alpha Loop will be a function of the GDOT Express Lanes project and ongoing redevelopment of the mall site.
Encore Pkwy near Fanfare Way (looking northwest)
Encore Pkwy near North Point Pkwy (looking north)
Forested Buffer along Georgia 400 (looking south)
North Point Center E near Encore Pkwy (looking northeast)
The alignment of the trail continues to follow the forested buffer along GA400, meandering generously to respect the existing topography and preserve mature tree canopy. Community connections occur at regular intervals, providing ample access from the adjacent neighborhood and businesses. The trail connects to Encore Parkway at the intersection of Fanfare Way, where an enhanced east/west crossing allows for fluid connections to adjacent development and bike infrastructure along the southbound lanes of Encore. Along Encore Parkway, the mainline Alpha Loop trail travels adjacent to the northbound travel lanes. To accommodate a 12ft wide multiuse trail cross section, the sidewalk is expanded along the length of the Parkway to encompass the existing northbound bike lane. To enhance connections to the North Point Mall and future BRT Station, a grade-separated Alpha Loop trail extension is created along North Point Center E by recapturing the outermost east-bound lane of traffic. Paving, planting, signage and markings along these segments are consistent with the Alpha Loop Design Standards and delineate it as part of the larger system. As a step towards the larger Encore Parkway and North Point Center East improvements described above, buffered bike lanes are proposed as an interim improvement to quickly provide physical separation between vehicles and trail users. These enhancements present an opportunity to quickly and relatively cheaply improve the comfort and safety of the multimodal transit options in the district.
45
Aerial image of the Study Area (looking northeast)
Georgia 400 Center
Northwinds
Northwinds Summit
Artisan North Point Mall Fulton Science Academy Maxwell Rd
Arts Summit Rd
Encore Commons
Nor
re W ay
th P oin
400
t Ce
nte
rE
Fanfa
kwy
de P
si West
Tempo Ln
Encore Pkwy
Encore at Northpoint 46
Focus Area #2 Trail Inspiration
Scioto Audubon Metro Park
Scioto Audubon Metro Park
Atlanta Beltline Eastside Trail Art Installation
Trout Run Trail Art Installation
Focus Area #2 leverages its proximity to the surrounding community and provides ample opportunity for trailside art and amenities.
47
Legend
Trail Alignment
A Proposed Crosswalk
Alpha Loop Connection
G
H S w2 A K
T
Bike Repair Kiosk
K
Bike Racks
Elevated Walk
w2 On-Trail Wayfinding Signage
H
Water Refill
Maxwell Connection
w1
Fulton Science Academy
A w1
S
B
Seating
A w1
Artisan Connection (Planned)
Artisan
w2 T
B
Trash Receptacle
S
mmit Rd Su
Way e r a f n a F
T
w1 Off-Trail Wayfinding Signage
ts Ar
w1
Comfort Station
Retaining Wall
A w1
wy k P e Tempo Ln d i s t s e W Connection
Gateways
C
Rd Maxwell
Arts Summit Connection
Alpha Loop
w2 T
K
S K
Elevated Walk
T
K B
H
S w2
w2 T
S H C K
400
ore Enc
North Point Center Spur
y
Pkw
Mansell Crossing
w2 A w2
rt o N
ter E Cen t oin P h
400
w1
Planned BRT Station & Overpass
A w2
North Point Mall
0’
600’
N
48
Focus Area #2 Streetscape Inspiration
State Street Multi-use Trail
Protected Bike Lane
Protected Bike Lane
Alpha Loop Trail Marker
Streetscape within Focus Area #2 feature design elements that improve their safety, comfort, and sense of place.
49
Encore Pkwy Typical Section - Fanfare Way Intersection Travel Lane
kwkwyy) P e r EncoWestside P
Buffer Protection
(To
nf Fa
Bike Lane
ay eW ar
Tree Lawn Alpha Loop
th
or
tN
oa
ch
E To en
tC
in Po ter
Key Map Encore @ Fanfare
y y) w k P Pkw
5’
6’
8’
re Point o c En orth N (To
Fanfare
Way
ore Enc
400
y
Pkw
North Point Mall
50
Encore Pkwy Typical Section - Interim Improvements • Cyclists on-street or shared on 8ft multi-use path • Street section modified to include a 5ft protected bike lane - use of signage and markings to delineate Alpha Loop
Travel Lane Buffer Protection Bike Lane Tree Lawn Alpha Loop
Key Map 6’
Encore Pkwy ore Enc
5’
y
Pkw rt h No
in Po
t Center E
North Point Mall
51
8’
Encore Pkwy Typical Section - Desired Condition • Sidewalk section expanded to encompass north bound bike lane • Expanded sidewalk paving and planting areas, along with signage and markings to delineate Alpha Loop
Median Travel Lane Tree Lawn Alpha Loop
Key Map
12’ 6’
Encore Pkwy ore Enc y
Pkw rt No
oin hP
12’
t Center E
North Point Mall
52
North Point Center E Typical Section - Interim Improvements • No change to street section • Separated Alpha Loop trail delineated with planters on outer east-bound lane. • Trail width approximately 8-9ft, excluding gutter.
Modular Planters Travel Lane Tree Lawn Alpha Loop Connection
Key Map North Point Center E ore Enc y
Pkw rt h No
in Po
t Center E
North Point Mall
53
9’
North Point Center E Typical Section - Desired Condition • Creation of grade-separated Alpha Loop trail using outer east-bound lane • Trail width 12ft with 5ft tree lawn
Travel Lane Tree Lawn Alpha Loop Connection
Key Map North Point Center E ore Enc y
Pkw rt h No
in Po
t Center E
North Point Mall
5’
12’
54
Focus Area #3 Entering the Big Creek Greenway
Intersection of North Point Pkwy & Encore Pkwy (looking south)
The final leg of the connection to the Big Creek Greenway involves crossing North Point Parkway at Encore Parkway and routing to the Big Creek Greenway trail. The North Point Creative Placemaking plan has developed concepts for safe and creative crossings of the Parkway, and the City of Alpharetta has coordinated with private property owners to allow access down to the Greenway. A signature Gateway Park at this location provides a trailhead and public greenspace at the junction of Alpharetta’s two major trail networks: The Alpha Loop and the Big Creek Greenway. Gateway Park presents a tremendous opportunity to connect the Alpharetta community and North Point district to one of the City’s greatest green assets. The connection from North Point Parkway to the Big Creek Greenway provides strong visibility, great access, significant placemaking potential, and highly valuable public green space to anchor the future redevelopment of the North Point corridor. Further planning and coordination is recommended to fully realize the opportunity for a signature Gateway Park at this location.
Big Creek Greenway from North Point Pkwy (looking south)
55
Big Creek Greenway near North Point Pkwy Trailhead (looking south)
Aerial image of the Study Area (looking north)
Fulton Science Academy
North Point Mall 400
Mansell Crossing
Enc
ore
Pkw
y
t Pkwy
in North Po
Encore Commons
Big Creek Greenway
56
Focus Area #3 Inspiration
Falls Park - Greenville, SC
Cancer Survivors Park - Greenville, SC
Falls Park - Greenville, SC
Cancer Survivors Park - Greenville, SC
Focus Area #3 leverages the natural quality and character of the Big Creek Greenway.
57
Legend
Trail Alignment
Alpha Loop
A Proposed Crosswalk
Alpha Loop Connection
G
Gateways
C
Comfort Station
T
Trash Receptacle
B
Bike Repair Kiosk
K
Bike Racks
Retaining Wall
w1 Off-Trail Wayfinding Signage
S
Seating
Elevated Walk
w2 On-Trail Wayfinding Signage
H
Water Refill
Pk ore Enc
North Point Center Spur
wy
Po h rt No
w2
ter E Cen t in
A w2
w2 A
Mansell Crossing
North Point Mall Proposed Mall Bicycle Loop
w2 A
Gateway Park
G2
w2 B S H K
T
Big Creek Greenway Connection
North Poin
t Pkwy
Big Creek Greenway
0’
600’
N
58
North Point Parkway Crossing Inspiration District Threshold Concepts
Wrapped Steel Rebar
Lighting Effects for Safety & Atmosphere
Leaf Pattern District Branding
30ft
30ft
Lighting Effects for Safety & Atmosphere
Plant Material with Seasonal Interest
The Alpha
The Lattice
The Lattice features an inlaid leaf pattern, raised lettering Native & Urban Adapted Plant Species and is designed to accommodate plant material Greenway Thresholds
Decorative Crosswalk
15ft clearance
North Point PARKway Crossing
The Alpha features a dynamic shape reminiscent of the letter “A� and is designed to accommodate plant material. Transit Stops 48
Green Infrastructure Multi-use Trails
Enhanced Pedestrian Crossings
Pedestrian Amenities
Gateway & Intersection Concepts - North Point Creative Placemaking Plan
Decorative Crosswalk
The North Point Parkway crossing is guided by the strategies set forth in the North Point Creative Placemaking Plan 50
59
North Point Pkwy Crossing Concept
Decorative Bike Crossing (10’) Retroreflective Pedestrian Crossing (8’)
Bike Lane
North Po
int Pkwy
(To Mans ell
Rd)
Proposed Gateway Park
Alpha Loop
Key Map Encore @ North Point ore Enc
400
y
Pkw
rth No
in Po
North (To H
Encore Pkwy
Point P
ayne s
Bridg
kwy
e Rd)
t Ctr E
North Point Mall Nor th P oin t Pk wy
60
Cost & Constructability Section 04
City of Alpharetta
4
1
ALPHA LOOP DESIGN GUIDE
Cost & Constructability Overview
NNECTIVITY
EXPERIENCE City of Alpharetta Alpha Loop Design Guide
Along the Alpha Loop extension, all major investments are intended to encourage use from the community and ensure safe integration of multimodal and accessible transportation for pedestrians, cyclists, and vehicles alike. Along roadways most costs are attributed to new signalization, restriping, and widening of walks to accommodate a higher volume of pedestrian activity. Conversely, major costs along off-road trails are linked to grading, retaining walls, and elevated trail structures required for the creation of an accessible route and preservation of natural features. Key additions of site furnishings, plantings, lighting, and signage in convenient locations for trail users will also help to create a cohesive identity for the Alpha Loop. The thoughtful application of these signature placemaking qualities will distinguish the trail as an important piece of public infrastructure, driving further economic investment and community pride. The design and amenitization of the trail is consistent with the strategies set forth in the City of Alpharetta Alpha Loop Design Guide and aligned with industry best practices for bicycle and pedestrian facilities. In order to identify distinct construction phases within the overall Alpha Loop extension, each of the Focus Areas and related costs were organized based on the general type of construction and mobilization anticipated.
TAINABILITY
The following pages illustrate the final conceptual trail alignment, highlighting key amenity locations, at-grade and elevated trail sections, and recommendations for intersection improvements to improve pedestrian safety.
63
IDENTITY
City of Alpharetta
Alpha Loop Design Guide TRAIL AMENITIES & FURNISHINGS
Key Map
0’
200’
N
1060
PK W Y
1050
1050
1060
1070
1020
ES TS ID E
SHEET 1 1000
1080
108 0
W
1010
SHEET 2
990
SHEET 3
1090
1070
1020
0 106
0
1020
1050
104
1060
0
1010
105
1070
1000
1040
BRT AMENITIES
1060
0
1040
1040
SHE
1030
ET 4
103 0 105
1040
1030
GA 400
1030
1050
1040
1060
1070
1040
1020
0
1050
103
0
105
T5 1020
1010
E SHE 1040
RD
1030
1030
1020
0
103
1020
P RE CO EN 1010
T6
E SHE
1000
Y KW
990
NORTH POINT MALL
980
980
T7
SLOPE SLOPE
4 GA
HA YN ES BR ID
GE
0
103
00
E SHE 980
980
WY OINT PK NORTH P
990
970
960
ET SHE
8
64
Sheet 1
Trailside Amenities Legend
T
Trash Receptacle
K
Bike Racks
w1 Off-Trail Wayfinding Signage
B
Bike Repair Kiosk
A
“Alpha” Sculpture
w2 On-Trail Wayfinding Signage
S
Seating
R
Retaining Wall
H
Water Refill
E
Elevated Trail
Comfort Station
C
w2 w2 HAYNES BRIDGE RD
A
R
1060
1050
1050
MATCHLINE - REFER TO SHEET 2
w2
1060
R
R
SUMMIT PL
GA HWY 400
REFER TO PAGE 119-120
ALIGNMENT - HAYNES BRIDGE TO ENCORE 23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
0
109
15+00.00
13+00.00
12+00.00
11+00.00
10+00.00
North Retaining Wall Ends
Retaining Walls Begin
Haynes Bridge Road Crossing
Retaining Walls Begin
1070
South Retaining Wall Ends 60 10
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
Station
17+00.00
16+00.00
R/W
15+00.00
14+00.00
13+00.00 0’
60
24+00.00
R/W
10
50
25+46.60 25+00.00 65
1070
10
950’
Stairway Path Intersection
Stairway Path Intersection
Tunnel Path Intersection
12+00.00
R/W R/W
11+00.00 200’
N
1110.00 1100’ 1100.00 1090.00 1080.00 1070.00 1060.00 1050.00 1050’ 1040.00 1030.00 1020.00 1010.00 1000.00 1000’ 990.00 R/W 980.00 970.00 960.00 950.00 950’ 940.00
Elevation
1080
Existing Grade
1000’
14+00.00
80
P 24+00.00
1100’ 1050’
w2
10
0
102
25+46.60 25+00.00
PU
RO PO S
/W
R
L RA
OU E (S D RA TG A ES AN L SE PO
DOT SR 400 EXPRESS LANES U N D) - G THBO
ED
GE NE
1070
10+00.00
10
100 YR
R
w2 On-Trail Wayfinding Signage
100 YR 100
YR
110000 YYRR
1
YR
C
Comfort Station
T
Trash Receptacle
K
Bike Racks
B
Bike Repair Kiosk
A
“Alpha” Sculpture
S
Seating
R
Retaining Wall
H
Water Refill
E
Elevated Trail
100 Y
R
R 10R0 Y 100 Y
100
MATCHLINE - REFER TO SHEET 1
RYR Y R 100 10Y0 100
100 YR
YR
100 YR
00
R 0Y
R
10
YR
100 Y
YR
0
YR
10
R YR 0 Y100
10 100 YR
YR 0 R10
R 0Y
R
0Y
10
R
YR
0Y
YR
10
0
10
R
R
0Y
0Y
10
R
100 YR
100
100
100 YR
YR
YR
R
0Y
10
R/W
R/W
100 YR
100 Y
100 YR
100 YR
100 YR
YR
YR
R
0Y
R
100 YR
100 YR
YR
10
0Y
R
R
100 YR
R/W
R/W
10
100 Y
100 Y R R/W
0Y
0
R/W
10
100 YR
100
10
EXPRESS LANES PROJECT
R/W
YR
R/W
100
R/W
YR
30
YR
YR
10
0
0
R/W
10
R/W
YR
100
0
R/W
100
990
100
0
0
102
0
R/W 0 103
106
PROPOSED REQUIRED ROW FOR THE SR400
YR
100 YR
10
101
1040
R
1050
R/W
10
Y 100
YR
R
1020
R
YR
100 YR
100 YR 1 0
0Y
0
100 10
100 100 YR YR
0
YR
100
R
100 YR100
0
R
101
E
100 YR
100 Y
0Y
0
100 YR 10
100
K w2
R
H
R
0Y 1 R 00 Y
S
10
T
C
R
R
YR
0Y
100
0Y
K
10
10
S
YR
102
YR
100
R
100
0Y
R
T
YR
10
0Y
w2
100
100 YR
100 YR
YR
10 0
100 YR
100 YR
100
100 YR
100 YR
100 YR
R
10
R
100 Y
100 Y
1010 00YY RR
100 YR
100
MORRISON LAKE
R
R
100 Y
0Y
10
MATCHLINE - REFER TO SHEET 3
10
10 100 Y 0Y R R
0
w1 Off-Trail Wayfinding Signage
100 Y
R
100
100
100 Y
100 YR
0 YR
R 0Y
100 YR 100 YR
Sheet 2
Trailside Amenities Legend
R
100 Y
100
YR
104 0
1040
ALIGNMENT - HAYNES BRIDGE TO ENCORE
PROPOSED GENERAL PURPOSE LANES AT GRADE (SOUTHBOUND) - GDOT SR400 EXPRESS LANES
+29.10 42+00.00
41+00.00
40+00.00
39+00.00
38+00.00
37+00.00
36+00.00
35+00.00
34+00.00
33+00.00
32+00.00
31+00.00
30+00.00
29+00.00
1100’
Elevated Boardwalk Begins
Elevated Boardwalk Ends
26+00.0025+46
41+00.00
40+00.00
1050’ 1000’
Retaining Wall Begins
39+00.00
Existing Grade
Morrison Lake Path Intersection
950’ Artisan Townhomes Path Intersection
+29.10 42+00.00
27+00.00
North Retaining Wall Ends 1100’
1050’ 1000’
28+00.00
South Retaining Wall Ends 950’
38+00.00
ALPHA LOOP EXTENSION FEASIBILITY STUDY - SHEET 2
37+00.00
36+00.00
35+00.00
34+00.00
Station
33+00.00
32+00.00
31+00.00
30+00.00
29+00.00 0’
28+00.00
27+00.00 200’
N
26+00.0025+46 66
Trash Receptacle
K
Bike Racks
w1 Off-Trail Wayfinding Signage
B
Bike Repair Kiosk
A
“Alpha” Sculpture
w2 On-Trail Wayfinding Signage
S
Seating
R
Retaining Wall
H
Water Refill
E
Elevated Trail
C
w1
Comfort Station
R
100
YR 0 Y 10
R FA
YR
R
MAX
R
L WEL
0Y
RD
R 10
0Y
R
R
0Y
10
YR
DU
VA L
DR
MATCHLINE - REFER TO SHEET 2
0Y
100
10
10
N FA
100 Y
100 YR
100
AY EW
T
R 10R0 Y 100 Y
Sheet 3
Trailside Amenities Legend
100 YR
LINE -
MATCH REFER
B
S
H
K w2
ET 4
TO SHE
T w2
T
S
K 10
40
BRT AMENITIES
ROJECT R/W
R/W
R/W
BRT STATION
SS LANES P ROW FOR THE SR400 EXPRE D E R I U Q E R D E S R/W PROPO R/W
50
10
R/W
R/W R/W R/W
1030
1100’
56+00.00
55+00.00
54+00.00
53+00.00 1040
52+00.00
51+00.00
50+00.00
E LANES AT GRADE (SOUTHBOUND) - GDOT SR400 EXPRESS LANES POSED GENERAL PURPOS O R P 49+00.00 48+00.00 47+00.00 46+00.00 45+00.00 44+00.00 43+00.00 42+29.10
R/W
1110.00 1100’ 1100.00 1090.00 1080.00 1070.00 1060.00 1050.00 1050’ 1040.00 1030.00 1020.00 1010.00 1000.00 1000’ 990.00 980.00 970.00 960.00 950.00 950’ 940.00
R/W
1000’
Elevation
Existing Grade
1050’
Maxwell Road Path Intersection
BRT Station
950’ 57+31.93 57+00.00 67
56+00.00
55+00.00
54+00.00
ALPHA LOOP EXTENSION FEASIBILITY STUDY - SHEET 3
53+00.00
52+00.00
R
ALIGNMENT - HAYNES BRIDGE TO ENCORE
R/W
57+31.93 57+00.00
R/W
R/W
51+00.00
50+00.00
Station
49+00.00
48+00.00
47+00.00
46+00.00
45+00.00 0’
44+00.00
43+00.00 42+29.10 200’
N
Sheet 4
Trailside Amenities Legend
T
Trash Receptacle
K
Bike Racks
w1 Off-Trail Wayfinding Signage
B
Bike Repair Kiosk
A
“Alpha” Sculpture
w2 On-Trail Wayfinding Signage
S
Seating
R
Retaining Wall
H
Water Refill
E
Elevated Trail
C
Comfort Station
MATCHLINE - REFER TO SHEET 5
PO
10
TE M
R 0Y
100 YR
0
10
LN 0Y
R
YR
FULTON SCIENCE AC
10
ADEMY
100
M
YR
ATCHL INE -
YR
10
0
TO SH
w1
REFER
100
AY FANFARE W
YR
EET 3
100 YR
100 YR
40
S
K
E
0Y
R
10
T
YR
w2
100
105
0
100 YR
R
YR
100 Y
100
103
0
10
1030
10
R/W
0
102
0
R/W
YR
R/W
R/W
0
R/W
YR R/W
PROPOSED REQU IRED ROW FOR THE SR400 EX R/W PRESS R/W
R 100 YY 100 R
10
R/W
ALIGNMENT - HAYNES BRIDGE TO ENCORE
LANES PROJ ECT R/W R/W
103
0
R/W
72+39.76 72+00.00
1100’
71+00.00
70+00.00
69+00.00
68+00.00
67+00.00
66+00.00
65+00.00
64+00.00
63+00.00
62+00.00
61+00.00
60+00.00
59+00.00 R
58+00.00 57+31.93
/W
R/W
Elevated Boardwalk Begins
Elevated Boardwalk Ends
Tempo Lane Path Intersection
Existing Grade
950’ 72+39.76 72+00.00
71+00.00
70+00.00
69+00.00
ALPHA LOOP EXTENSION FEASIBILITY STUDY - SHEET 4
68+00.00
67+00.00
66+00.00
65+00.00
Station
64+00.00
63+00.00
62+00.00
61+00.00 0’
60+00.00
59+00.00 200’
58+00.00 57+31.93 N 68
Elevation
1090.00 1080.00 1070.00 1060.00 1050.00 1050’ 1040.00 1030.00 1020.00 1010.00 1000.00 1000’ 990.00 980.00 970.00 960.00 950.00 950’ 940.00
1050’ 1000’
1110.00
1100’ 1100.00
Sheet 5
Trailside Amenities Legend
T
Trash Receptacle
K
Bike Racks
w1 Off-Trail Wayfinding Signage
B
Bike Repair Kiosk
A
“Alpha” Sculpture
w2 On-Trail Wayfinding Signage
S
Seating
R
Retaining Wall
H
Water Refill
E
Elevated Trail
C
T
B
S
Comfort Station
H
AY FANFARE W
K w2
REFER TO PAGE 121
PROPOSED
OW REQUIRED R
S PROJECT
RESS LANE
400 EXP FOR THE SR
R/W
R/W
R/W
R/W
R/W
R/W
R/W
ROW
R/W
UIRED
Q SED RE PROPO
1030
ENCORE
RES
00 EXP
E SR4 FOR TH
ECT S PROJ E N A L S
1030
R/W R/W
R/W
R 100 YY 100 R
1040
MATCHLINE - REFER TO SHEET 4
10
40
105
0
1050
R/W
PKWY
S LANES 400 EXPRES R S T O D G D) OUTHBOUN T GRADE (S A S E N A L PURPOSE GENERAL D E S O P O PR RESS LANES T SR400 EXP O D G T I S N RA US RAPID T GRADE & B T A S E N A SL D EXPRES PROPOSE ANES DOT SR400 EXPRESS L NORTHBOUND) - G ( E D A R G T A S E RPOSE LAN GENERAL PU PROPOSED
R/W
R/W
102
1030
10 20
0
1030
100 YR
1030
R/W
R/W R/W R/W R/W MATCHLINE - REFER TO SHEET 6
R/W R/W
69
ALPHA LOOP EXTENSION FEASIBILITY STUDY - SHEET 5
0’
200’
N
Sheet 6
Trailside Amenities Legend
T
Trash Receptacle
K
Bike Racks
w1 Off-Trail Wayfinding Signage
B
Bike Repair Kiosk
A
“Alpha” Sculpture
w2 On-Trail Wayfinding Signage
S
Seating
R
Retaining Wall
H
Water Refill
E
Elevated Trail
R/W
R/W
MATCHLINE - REFER TO SHEET 5
Comfort Station
R/W R/W R/W R/W 10 10
10
20
C
1000
R
100 Y
100 YR YR
10
0
YR
0
Y
PKW
990
TER
R
Y 00
1
10
ORE
ENC YR w2
100
T
OIN
P TH OR
w2
T AS
E
N CE
N
Elevated Boardwalk Begins
980
R
100
0Y
10
YR
98
0
w2 REFER TO PAGE 122
MATCHLINE - REFER TO SHEET 7
ALPHA LOOP EXTENSION FEASIBILITY STUDY - SHEET 6
0’
200’
N
70
Sheet 7
Trailside Amenities Legend
T
Trash Receptacle
K
Bike Racks
w1 Off-Trail Wayfinding Signage
B
Bike Repair Kiosk
A
“Alpha” Sculpture
w2 On-Trail Wayfinding Signage
S
Seating
R
Retaining Wall
H
Water Refill
E
Elevated Trail
MATCHLINE - REFER TO SHEET 6
Comfort Station
Y RE PK W ENCO
1050.00 1040.00 1030.00 1020.00 1010.00 1000.00 990.00 980.00 970.00 960.00 950.00 940.00
1050.00 1040.00 1030.00 1020.00 1010.00 1000.00 990.00 980.00 970.00 960.00 950.00 940.00
Elevation
00.00+94
00.0501 00.0401 00.0301 00.0201 00.0101 00.0001 00.099 00.089 00.079 00.069 00.059 00.049
Elevation
noitavelE
C
00.00+66+00.00 05 00.00+65+00.00 15 00.00+64+00.00 25 00.00+63+00.00 35 66+00.00 00.00+62+00.00 45 65+00.00 00.00+61+00.00 55 64+00.00 00.00+60+00.00 65 63+00.00 00.003+959+00.00 7.5 13+7562+00.00 00.00+58+00.00 85 61+00.00 0057+31.93 .00+57+00.00 95 60+00.00 00.00+56+00.00 06 59+00.00 00.00+55+00.00 16 58+00.00 00.00+54+00.00 2657+31.93 57+00.00 00.00
Station
Station
LP
CE
RD
noitatS
TR
AN
LP
L AL T IN PO
TR
98
0
RT H
IPS
M
A
TV
SLOPE
c. E a Pe sem r R en ef. t 2.
E
LP
Ele
SLOP
T
LP
NO
5'
EN
w2
FO
TR
K w2
FO
10
0Y
R
YR 100
YR
noitavelE
YR
10 0
1 10 00 Y 0Y R R
YR
0
0
96
10
0
100
YR
100
YR
10
YR
R
0Y
100
YR
100 YR
10
L
0
x. L L
10
Ap pro
R
71 FEASIBILITY STUDY - SHEET 7 XTENSION
YAWNEERG OT ERALIGNMENT AFNAF - TNE- M FANFARE NGILA TO GREENWAY ALIGNMENT - FANFARE TO G
Elevation
100 YR IP1S 0 0 YR
0
0
SS
YR 100 YR 100
YR
IPS RB
0
#4
10
AE
IKE
LP
WY
99
eX
SP 60 NA d IL
PK
98
YR
Zon
LP
loo
G
F
FH
r
Elevation
ete
INT
26.25+42010.00+421 115+63.82 00.00+ 116+00.00 321 00.00+ 117+00.00 221 00.00+ 118+00.00 121 00.00+ 119+00.00 0115+63.82 21 116+00.00 00.00+ 120+00.00 911 117+00.00 00.00+ 121+00.00 811 118+00.00 00.00+ 122+00.00 711 119+00.00 00.00+ 123+00.00 2681.316+5120+00.00 11 124+00.0 12 1 00.0801 1080.00 1080.00 00.0801 00.0701 1070.00 1070.00 00.0701 00.0601 1060.00 1060.00 00.0601 1050’ 1050’ 00.0501 1050.00 1050.00 00 .0501 YR 0 0 00.0401 1040.00 1040.00 00.0401 1 00.0301 1030.00 1030.00 00.0301 00.0201 1020.00 1020.00 00.0201 Boardwalk 00.0101 1010.00 1010.00 00.0101 YR 1000’ 1000’ 00.0001 1000.00 1000.00 00 .0001 0 10 00.099 990.00 990.00 00.099 00.089 980.00 980.00 00.089 00.079 970.00 970.00 00.079 00.069 960.00 960.00 00.069 Existing 950’ 00.059 950.00 950.00 0950’ 0.059 Grade 00.049 940.00 940.00 00.049 00.039 930.00 930.00 00.039 North Point Parkway Crossing MATCHLINE 00.0-2REFER 9 TO SHEET 8 920.00 920.00 00.029 00.019 910.00 910.00 00.019 26.25+42010.00+421 115+63.82 00.00+ 116+00.00 321 00.00+ 117+00.00 221 00.00+ 118+00.00 121 00.00+ 119+00.00 0115+63.82 21 116+00.00 00.00+ 120+00.00 911 117+00.00 00.00+ 121+00.00 811 118+00.00 00.00+ 122+00.00 711 119+00.00 00.00+ 123+00.00 2681.316+5120+00.00 11 124+00.0 12 1
noitavelE
sM
E
RB
0
100
YR
cu u in m pu thi m s a ps rea .
YR Flood d Zone
E
Va
100
Ga E E E
#4
97
100
p.)
L 68 L 7
L 68 L 6
100 YR 10 0 YR
REFER TO PAGE 124
100 Y
15 ' BL
Ty
x. L
LL
LP
WV
C(
PO
10
E
100 100 YR YR
YR
10
FH
A/ pro
0
RT H
IPS
WV
LP
Ap
R
0Y
10
IPS
0Y R
LP
P-K
LP
NO
TR
TR
LP
R
L
'B
H
0Y
S
TV
10
B
15
T
Ir Wa r. Va ter lve Va s ult
0’
noitatS 0'
50'
Station 100'
200’
200'
N
Station
LP
FO
TR
FO
“Alpha” Sculpture
S
Seating
R
Retaining Wall
H
Water Refill
E
Elevated Trail
R
100 Y
97
98
0
0
0 99
YR
0Y
R
0
YR
100
YR
10
Flo
FH
1 10 00 Y 0Y R R
0
YR
YR
0 YR
0
100
YR
100
RT H
YR
PO
INT
PK
WY
MATCHLINE - REFER TO SHEET 7
0Y
R
100
10
100 YR
R
0Y
10
100 YR
0
100
YR 100
YR
10
1100 00 Y YRR
YR
R
100
0Y 10
100 YR
YR
R
YR
10 0
100 YR
0Y
100
YR
10
YR YR
YR
0
0
0
10
10
10
10
YR
0Y R
100
YR
0
100 YR 100 Y R
10
100 YR
R
100 Y
LL
YR
x. L
1Y0R0
R
0Y
10
pro
100 YR
Ap
100
YR
0
100 YR
YR
96
YR YR 100 100
YR
10
SS
YR 100 YR 100
0 10
NO
0
10
Zo n E eX
10
10
r
60 NA d IL
RB
Comfort Station
100
ete
LP
IPS
LL
A
w2 On-Trail Wayfinding Signage
YR
10
IKE
x. L
Bike Repair Kiosk
100 YR
sM
SP
pro
B
od R Flood Zone A
E
LP
Ap
w1 Off-Trail Wayfinding Signage
100 100 YR YR
100
10
BL
cu u in m pu thi m s a ps rea .
G
100 YR IP1S 0 0 YR
Bike Racks
Va
E
#4
K
100 Y
Ga E E
RB
R
15'
p.)
L 68 L 7
E
LP
Ty
x. L
L 68 L 6
#4
Trash Receptacle
C
WV
C(
100 YR 10 0 YR
0
T
FH
A/
LL
0
10
YR
Trailside Amenities Legend
WV
LP
pro
IPS IPS
YR
L
LP
P-K
LP
Ap
TR
TR
LP
0Y
'B
Sheet 8
TV
10
15
Ir Wa r. Va ter lve Va s ult
100 YR
100 YR
R
100 Y
100 Y
R 10 0 YR
100 YR
10
0
10
YR
YR
10
0Y
R
0
YR
100
R
0Y
YR
100
YR
w2
YR
YR
0
10
10 0
10
0
0Y
R
10 10
10
0
100
YR
100
YR
YR
0
YR
10
ALPHA LOOP EXTENSION FEASIBILITY STUDY - SHEET 8 Scale: 1" = 100'-0"
0' 0’
50'
100'
200' 200’
N
72
Cost Estimate Executive Summary Base Bid By The Numbers... Streets
1060
1050
1050
1060
1070
1020
• 2,804 LF of Streetscape Improvements • 4 Intersections improved
1000
1010 1080
1080
1090
990
1070
1020
1020
1050
1040
1060
1010
1050
1070
1060
1000
1040
BRT AMENITIES
1060 1030
1030 1050 1040
1040
1040
1030
1030
1050
1040
1060
1070
1040
1020
1050
1030
1050
1010
Trails
1020
1040
1030
1030
1020
1030
1030
1010
1020
• 11,365 LF of Accessible Paths including: • 9,563 LF of At-Grade Trail • 1,028 LF of Elevated Trail
1000
990
980
980
SLOPE SLOPE
980
Amenities
980
990
970
960
• 2 Gateway Sculptures • 16 Bike Racks • 8 Benches • 3 Bike Repair Kiosks • 4 Water Refill Stations • 7 Trash Receptacles
73
ALPHA LOOP EXTENSION FEASIBILITY STUDY Scale: 1" = 100'-0"
Haynes Bridge Rd. Crossing
Encore Parkway
Haynes Bridge Rd. to Fanfare Way
North Point Center East
0'
50'
100'
200'
N. Point Pkwy. to Big Creek Greenway
Cost Estimate
Alternate 1 estimate, if accepted, is intended to be an addition to Haynes Bridge Road intersection improvements. Alternate 2 estimate, if accepted, is intended to fully replace all other costs associated with improvements to Encore Parkway. 3 Alternate 3 estimate, if accepted, is intended to fully replace all other costs associated with improvements to North Point Center E. 4 All costs are inclusive of a 30% estimating contingency. 1 2
Area Summary Haynes Bridge Rd. Intersection
$1.57M
Encore Pkwy (Fanfare Way to North Point Pkwy)
$3.43M
Demolition & Site Preparation
($92K)
Encore & Fanfare Intersection
$825K
Roadway & Sidewalk Improvements
($127K)
Demolition & Site Preparation
($140K)
Trail Construction
($967K)
Roadway & Sidewalk Improvements
($255K)
Lighting, Amenities, Signage, & Plantings
($387K)
Lighting, Amenities, Signage, & Plantings
($431K)
$7.15M
Encore & North Point Center East Intersection
$649K
Demolition & Site Preparation
($155K)
Roadway & Sidewalk Improvements
($318K)
Lighting, Amenities, Signage, & Plantings
($176K)
Alternate 1 - Tunnel Crossing1
Includes an additional trail connection under Haynes Bridge Road and stairway connecting to the existing intersection.
Haynes Bridge Rd. to Fanfare Way
$6.56M
Encore Parkway Streetscape (excluding intersections)
$1.96M
Demolition & Site Preparation
($904K)
Demolition & Site Preparation
($304K)
Trail Construction
($4.39M)
Roadway & Sidewalk Improvements
($1.25M)
BRT Station Transition
($287K)
Lighting, Amenities, Signage, & Plantings
($409K)
Lighting, Amenities, Signage, & Plantings
($963K)
Alternate 2 - Buffer Bike Lanes Only2
$202K
North Point Pkwy to Big Creek Greenway $1.45M Encore & North Point Pkwy Intersection
$746K
Demolition & Site Preparation
($110K)
Roadway & Sidewalk Improvements
($231K)
Lighting, Amenities, Signage, & Plantings
($405K)
Greenway Connection
$707K
Demolition & Site Preparation
($65K)
Trail Construction
($512K)
Lighting, Signage, & Plantings
($130K)
Replaces a full street reconstruction with tactical modifications to the existing infrastructure.
North Point Center East
$556K
North Point Center East Trail
$556K
Demolition & Site Preparation
($90K)
Roadway & Sidewalk Improvements
($321K)
Lighting, Amenities, Signage, & Plantings
($146K)
Alternate 3 - Buffer Bike Lanes Only3
$199K
Replaces a full street reconstruction with tactical modifications to the existing infrastructure.
74
Appendix Section 05
Table of Contents Appendix
pg82-107 Public Meeting #1 Engagement Summary pg108-122 Public Meeting #2 Engagement Summary pg 119-124 Preliminary Engineering Intersection Concepts pg 127-134 Level of Traffic Stress Analysis pg 135-136 Alternate Alignment - Maxwell Park Route
77
NORTH POINT AREA & ALPHA LOOP TRAIL CONNECTIVITY FEASIBILITY STUDY VIRTUAL PUBLIC MEETING #1 ENGAGEMENT SUMMARY
photo: alpharetta.ga.us
78
Virtual Public Meeting: Overview In the wake of the COVID-19 outbreak, the planning team adapted it’s engagement strategy to prioritize the health and well-being of the Alpharetta community.
We’ve received 316 responses* to the Virtual Public Meeting Exercises
The Virtual Public Meeting page has been viewed 1,848 times* since it launched on 04/22/2020
Out of respect for social distancing, Public Meeting #1 transitioned to a webpage designed to introduce participants to the planning study and provide a space to share ideas for the North Point area’s expanding trail network through a series of surveys and mapping exercises.
* Statistics reflect the period between 04/22/2020 & 05/25/2020 at 11:59pm
79
Virtual Public Meeting: Outreach In the wake of the COVID-19 outbreak, the planning team adapted it’s engagement strategy to prioritize the health and well-being of the Alpharetta community. Out of respect for social distancing, Public Meeting #1 transitioned to a webpage designed to introduce participants to the planning study and provide a space to share ideas for the North Point area’s expanding trail network through a series of surveys and mapping exercises.
Vision Alpha Link North Point Area & Alpha Loop Trail Connectivity Feasibility Study
The City of Alpharetta is exploring a bicycle and pedestrian connection between the Alpha Loop, North Point Area, & Big Creek Greenway. Visit www.VisionAlphaLink.com to learn more and participate in our Virtual Public Meeting exercises!
1,450 postcards were sent to area residents to promote the Virtual Public Meeting 105 stakeholders received emails promoting the Virtual Public Meeting
Posts to the City’s Social Media Platforms broadened the Virtual Public Meetings exposure
I love the Alpha Loop & Big Creek Greenway because... To share your answer head to www.menti.com & use the code 32 96 08 or scan the QR Code Visit www.VisionAlphaLink.com to learn more & participate in our Virtual Public Meeting exercises!
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
80
Vision Survey The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
81
The exercise was open between 04/22/2020 & 05/25/2020
The Vision Survey received 180 responses
Vision Survey The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
Q1: Are you a current resident of the City of Alpharetta?
“Yes” tops the list
80%
60%
40%
83.89%
20%
No
Yes
0%
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
82
Vision Survey
Q2: What is your 5 digit zipcode?
“30009” tops the list
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
40%
30%
20%
44.44%
10%
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
83
30504
30107
30092
30082
30076
30075
30068
30041
30022
30009
30005
30004
29650
0%
Vision Survey
Q3: How frequently do you walk, jog or bike outdoors?
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
80%
“Every Day” tops the list
60%
40%
55.56%
20%
Never
A few times a year
Once a month
A few times a month
A few times a week
Every Day
0%
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
84
Vision Survey The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
Q4: How often do you use the Big Creek Greenway or Alpha Loop?
“A few times a week” tops the list
40%
30%
20%
38.89%
10%
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
85
Never
A few times a year
A few times a month
Once a month
A few times a week
Every day
0%
Vision Survey
Q5: What type of trail user are you?
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
“Social Stroller� tops the list 40%
30%
20%
34.27%
10%
Roller Enthusiast
Pavement Pounder
Social Stroller
Solitary Strutter
0%
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
86
Vision Survey
Q6: What type of cyclist are you?
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
“Interested & Concerned� tops the list
80%
60%
40%
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
87
Strong and Fearless
Enthused and Confident
0% Interested and Concerned
No Way, No How
56.18%
20%
Vision Survey The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
“Builds community while improving health & wellness� tops the list
Q7: What is the most important benefit of the Alpha Loop?
40%
30%
20%
43.82%
10%
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
Other
Alternative transit
Access to amenities
Attracts residents and businesses
Builds community
0%
88
Vision Survey
“For leisure & recreation� tops the list
Q8: How would you like to use the Alpha Loop? Select all that apply
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
80%
60%
40%
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
89
Other
Get to transit services
0% For leisure and recreation
Access to shopping, dining, & ent.
Commute to work or school
95.51%
20%
Vision Survey The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
Separated Use Trail (Coupled) 86%
Side Path 74%
Q9: Pick the facility types below you are comfortable walking/biking on. Select all that apply Separated Use Trail (Uncoupled) 86%
Buffered Bike Lanes 63%
Enhanced Sharrow 22%
Conventional Bike Lanes 22%
Shared Use Trail 83%
Separated Bikeway 60%
Advisory Bike Lanes 22%
North Point Area and Alpha Loop Trail Connectivity Feasibility Study
90
Vision Survey The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
Above-Grade Crossing 85%
Below-Grade Crossing 79%
At-Grade Crossing 35% North Point Area and Alpha Loop Trail Connectivity Feasibility Study
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Q10: Pick two images that best describe your vision for major roadway crossings along the Alpha Loop.
Vision Survey The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
Green 79%
Open 33%
Colorful 23%
Textured 44%
Sculptural 13%
Q11: Pick two images that best represent your vision for the GA 400 buffer along the Alpha Loop where a landscape separation is not available
Transparent 7%
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Vision Survey
Q12: Pick two images that best describe your vision for the furnishings along the Alpha Loop.
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
Naturalistic 58%
Playful 31% North Point Area and Alpha Loop Trail Connectivity Feasibility Study
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Industrial 22%
Subtle 56%
Refined 18%
Traditional 15%
Vision Survey
Q13: Pick two images that best describe your vision for planting along the Alpha Loop.
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
Shady 84%
Naturalistic 32%
Ornamental 29%
Minimalistic 34%
Bold 15%
Formal 3%
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Vision Survey
Q14: Pick two images that best describe your vision for art along the Alpha Loop.
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
Monumental 46%
None 28% North Point Area and Alpha Loop Trail Connectivity Feasibility Study
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Interactive 27%
Naturalistic 39%
Playful 21%
Ephemeral 13%
Vision Survey The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
Safe green space for riding, running, walking. I enjoy being able to observe nature up close and like how wide the trail is to allow for many types of pedestrians.
The scenery is beautiful and peaceful, the sidewalks are smooth enough to skate on (I’ve been learning to Rollerblade since nothing else is open), and it’s long enough to go for a long walk/ride without having to loop multiple times.
I am able to get away from the excitement of downtown alpharetta for a nice walk before going back to enjoy the city atmosphere. I am so excited about the walk ability factor. It is why we moved here. I currently love downtown but would love to bike the Greenway. Can’t wait.
Q15: I love the Alpha Loop & Big Creek Greenway because...
It’s convenient, encourages healthy activity and community and it’s beautiful.
It is one of the most beautiful and serene places for me in Georgia. It allows me to reset and be at peace from my hectic life.
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Vision Survey
Q16: What is your gender?
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
“Male� tops the list
80%
60%
40%
58.99%
20%
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Female
Male
0%
Vision Survey
Q17: What is your age?
The Vision Survey was open between 04/22/2020 & 05/25/2020. During that period it received 180 responses.
“45-54” tops the list
40%
30%
20%
31.46%
10%
65+
55-64
45-54
35-44
25-34
18-24
Under 18
0%
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Opportunities & Barriers Participants were invited to share what they would like to connect to and what keeps them from walking or biking in the area today by filling out a brief webbased survey. This exercise opened on 04/22/20 & closed on 05/25/2020. During that period it received 88 responses.
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The exercise was open between 04/22/2020 & 05/25/2020
88 participants shared their thoughts on opportunities & barriers
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What are your favorite places in the area?
Where do you live?
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Intercept Survey Phase 1 of the Intercept Survey launched the week of 04/20/2020 when 1,450 postcards were mailed to area residents. Phase 2 began on 05/11/2020 when 25 yard signs were strategically located in high-traffic areas across the community.
The exercise was open between the week of 04/20/2020 & 05/25/2020
1,450 postcards were sent to area residents and 25 yard signs were placed across Alpharetta.
The postcards and yard signs were designed to inform the public of the project, promote the Virtual Public Meeting exercises and allow a simple, interactive way for participants to get involved. The Remote Intercept Survey closed on 05/25/2020. It received 48 responses.
Intercept Survey signage at the Big Creek Greenway - North Point Parkway Trailhead North Point Area and Alpha Loop Trail Connectivity Feasibility Study
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Intercept Survey
I love the Alpha Loop & Big Creek Greenway because...
It’s a fantastic element that safely connects areas of Alpharetta, and provides a way for families to walk or bike together without the anxiety of cars.
Phase 1 of the Intercept Survey launched the week of 04/20/2020 when 1,450 postcards were mailed to area residents. Phase 2 began on 05/11/2020 when 25 yard signs were strategically located in high-traffic areas across the community. The postcards and yard signs were designed to inform the public of the project, promote the Virtual Public Meeting exercises and allow a simple, interactive way for participants to get involved. The Remote Intercept Survey closed on 05/25/2020. It received 48 responses.
How often do you use the Alpha Loop or Big Creek Greenway? A few times a year (10%) Every Day (25%)
Safe paths like these encourage people of ALL ages and abilities to keep a car at home and ride a bicycle to local shops, local restaurants and green spaces.
I am a senior citizen and the Greenway gives me an opportunity to get some fresh air and exercise in a safe, beautiful place.
Once a month (6%)
A few times a month (19%)
I enjoy the outdoors and meeting friendly faces along the way while getting my steps in.
A few times a week (40%)
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Columbus, OH Cincinnati, OH Detroit, MI Greenville, SC Indianapolis, IN Lafayette, IN Louisville, KY
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NORTH POINT AREA & ALPHA LOOP TRAIL CONNECTIVITY FEASIBILITY STUDY PUBLIC MEETING #2 ENGAGEMENT SUMMARY
photo: alpharetta.ga.us
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Public Meeting #2: Overview In the wake of the COVID-19 outbreak, the planning team adapted its engagement strategy to prioritize the health and well-being of the Alpharetta community. Out of respect for social distancing, Public Meeting #2 was held outdoors on Wednesday, July 29th from 5:30p - 7:30p. Upon arrival, participants were invited to take a stroll around Morrison Lake and visit a series of thematic stations to discuss the project and share ideas for its future. To broaden the project’s exposure and make the process more accessible, an online survey was made available so those not in attendance had an opportunity to make their voices heard. The online survey was open from July 29th - August 7th.
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Public Meeting #2: Outreach
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Public Meeting #2 was promoted digitally through the City’s social media platforms and via emails to the project’s network of stakeholders and interested community members. Examples of the posts can be seen below.
Public Meeting #2: Engagement Participants were encouraged to submit feedback through through the online polling platform Mentimeter, though analog options (post it notes & sticky dots) were available for those uncomfortable with, or unable to access the necessary technology. Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey.
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Public Meeting #2: Engagement
Q1: Are you a current resident of the City of Alpharetta?
Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey.
93% of respondents
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Public Meeting #2: Engagement Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey.
Q2: How comfortable are you using each Haynes Bridge Crossing Option on a scale of 1-10?
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Public Meeting #2: Engagement Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey. At-Grade
Tunnel
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Q3: Share your thoughts on each Haynes Bridge Crossing Option!
Public Meeting #2: Engagement Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey.
Q4: Share your thoughts on the Encore Pkwy & Fanfare Way Intersection
Concept
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Public Meeting #2: Engagement Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey.
• Sidewalk section expanded to encompass north bound bike lane • Expanded sidewalk paving and planting areas, along with signage and markings to delineate Alpha Loop
Q5: How comfortable are you using each Encore Pkwy Option on a scale of 1-10?
• Cyclists on-street or shared on 8ft multi-use path • Street section modified to include a 5ft protected bike lane - use of signage and markings to delineate Alpha Loop North Point Area and Alpha Loop Trail Connectivity Feasibility Study
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Public Meeting #2: Engagement Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey.
Q7: Share your thoughts on each Encore Pkwy Option!
Option A
Option B
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Public Meeting #2: Engagement Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey.
• No change to street section • Separated Alpha Loop trail delineated with planters on outer east-bound lane. • Trail width approximately 8-9ft, excluding gutter.
Q8: How comfortable are you using each North Point Center E Option on a scale of 1-10?
• Creation of grade-separated Alpha Loop trail using outer east-bound lane • Trail width 12ft with 5ft tree lawn North Point Area and Alpha Loop Trail Connectivity Feasibility Study
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Public Meeting #2: Engagement Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey.
Q9: Share your thoughts on each North Point Center E Option!
Option A
Option B
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Public Meeting #2: Engagement Approximately 40 community members attended the meeting on Wednesday, July 29th. 38 community members engaged with the online survey.
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Q11: Share any closing thoughts you have!
Columbus, OH Cincinnati, OH Detroit, MI Greenville, SC Indianapolis, IN Lafayette, IN Louisville, KY
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Alpha Loop - Haynes Bridge Road and Summit Place/GA400 This document is a summary of the at-grade trail crossing of the proposed Alpha Loop at Haynes Bridge Road and Summit Place. The design has evolved with additional information and GDOT coordination. This memo summarizes the opportunities and constraints for the design development and coordination in the next stage.
N
Design Layout
Figure 2: Proposed Signal Plan – GDOT
Toole Design developed an at-grade crossing for Haynes Bridge illustrated in Figure 1 that featured a refuge island and based on the current configuration for the intersection and traffic analysis. The proposed trail crossing is on the north leg of the intersection and incorporates widened ramps and re-configurated slip lane for increased safety and sight lines. The concept was based upon the existing lane arrangement and layout for the intersection.
Opportunities
Figure 2 shows the recently approved signal permit/plan for Haynes Bridge and the 400 SB ramps/Summit Place. The project adds additional turn lanes and changed signal phasing. The majority of the Haynes Bridge and Alpha Loop concept design was prepared prior to receiving the GDOT design. To make the Alpha Loop design work with the GDOT plan as currently configured, the refuge space was removed and illustrated in Figure 3. This is primarily due to the turning movements from the GA400 off-ramp and the proposed addition of a second left turn lane.
N Figure 3: Aligned Alpha Loop Crossing Concept
The following is a list of design options to investigate and coordinate at the next design stage: •
•
Shifting trail crossing north to allow refuge island to be restored from preferred Alpha Loop crossing concept o Confirm turning movements and coordinate lane alignments with GDOT – this may mean coordination on which left turn lane trucks use through signage/enforcement o Layout new slip lane and island to accommodate this shifted crossing o Look into angling the trail crossing slightly Confirm signal phasing to optimizes eastbound left turns from GA400 onto Haynes Bridge Rd o This will allow for no turns on red from Summit Place and reduce conflict to re-aligning the GA400 EBL turns into the two eastern lanes of Haynes Bridge o Look for opportunities to maximize safety and crossing times for trail users
Constraints The following are constraints for re-introducing a refuge island for the trail crossing: • •
•
N Figure 1: Snapshot of the Draft At-Grade Alpha Loop Crossing Concept
Next Steps In addition to evaluation of the described opportunities and constraints, we recommend the following next steps: •
Evaluate the proposed GDOT signal design/permit and look for opportunities to revise for the safety of all users
•
Obtain the signal design project AutoCAD/MicroStation files to help explore any linework or design updates Coordinate with GDOT to confirm design/control vehicles for the turn onto Haynes Bridge Road o Prepare exhibits on proposed lane/extension lines to determine potential refuge location
•
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Timing of GDOT construction or approvals for the existing design The proposed GDOT project removes the dedicated right turn from Summit Place to Haynes Bridge Road. o As a through and right-turn movement it could cause bike/vehicle conflicts as the movements aren’t separated. This conflict could be an issue depending on the expected peak hour turns across the trail crossing. Crossing distances/clearance times o With new stop bar locations needed at a shifted trail crossing, the signal timing and clearance times would need to be re-evaluated.
2
Signal Plan for Haynes Bridge Road & GA 400 Southbound Entrance Ramps 120
TIE INTO EXISTING MULTI-USE PATH 11'
11'
0'
R6 R1
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R3
'
11' 11'
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R200'
NOTES: 1. 2. 3.
4.
THIS IS A PRELIMINARY CONCEPT. FIELD VERIFICATION, SITE CONDITION ASSESSMENTS, ENGINEERING ANALYSIS AND DESIGN ARE NECESSARY PRIOR TO IMPLEMENTING ANY OF THE RECOMMENDATIONS CONTAINED HEREIN.
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CHANNELIZED RIGHT-TURN ONTO SB-400 ON-RAMP ACCOMODATES A WB-67. NO RIGHT ON RED & RIGHT ONLY SIGNAL PHASED SEPARATELY FROM CROSSWALK SIGNAL. IF THERE ARE ISSUES WITH YIELDING COMPLIANCE AT RAISED CROSSING, RECTANGULAR RAPID FLASHING BEACONS OR RIGHT-TURN SIGNAL CONTROL COULD BE ADDED FOR THE SOUTHBOUND CHANNELIZED RIGHT-TURN. SIGNAGE: A R1-5 MOD WITH W17-16P SHOULD BE PLACED AT THE YIELD LINES AT SOUTHBOUND CHANNELIZED RIGHT-TURN.
Exhibit 1
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AT GRADE CROSSING CONCEPT PLAN S ALPHA LOOP 10/06/2020
SCALE IN FEET PRELIMINARY CONCEPT - NOT FOR CONSTRUCTION
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LANDING +1067.5
10 71 10 70 10 69
LANDING +1075
TIE INTO PROPOSED MULTI-USE PATH
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LANDING +1062.5 LANDING +1057.5
RETAINING WALL UTILITY CONFLICT ZONE 4% TREAD +1057
TREAD +1050.5
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1% PATH BACK TO GRADE
1081
360 TECH VILLAGE AMENITY ZONE
1068
SECOND FLOOR
TUNNEL LENGTH: 221'
+1049
WORKING ASSUMPTIONS -
DEEPEST UTILITY: 36” (16” WATER MAIN) MIN. CLEARANCE FROM UTILITY: 36” TUNNEL WIDTH: 15' TUNNEL HEIGHT: 10' DEPTH OF TOP OF TUNNEL STRUCTURE: 2'
STAIRWELL CONDITIONS: -
WIDTH: 16' TOTAL (12' TRAIL + 2' CLEARANCE FOR BIKE CHANNELS, BOTH DIRECTIONS) 12' TRAIL: 4' BIKEWAYS (BOTH DIRECTIONS) AND 4' CENTER WALKWAY RISER HEIGHT: 6" ; TREAD DEPTH: 12" LANDINGS EVERY 5-7.5' OF RISE (12' MAXIMUM RISE PER BUILDING CODE) RETAINING WALL DEPTH: 18"
THIS IS A PRELIMINARY CONCEPT. FIELD VERIFICATION, SITE CONDITION ASSESSMENTS, ENGINEERING ANALYSIS AND DESIGN ARE NECESSARY PRIOR TO IMPLEMENTING ANY OF THE RECOMMENDATIONS CONTAINED HEREIN.
Exhibit 5
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TUNNEL CROSSING CONCEPT PLAN S ALPHA LOOP 06/23/2020
SCALE IN FEET PRELIMINARY CONCEPT - NOT FOR CONSTRUCTION
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THIS IS A PRELIMINARY CONCEPT. FIELD VERIFICATION, SITE CONDITION ASSESSMENTS, ENGINEERING ANALYSIS AND DESIGN ARE NECESSARY PRIOR TO IMPLEMENTING ANY OF THE RECOMMENDATIONS CONTAINED HEREIN.
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Exhibit 3
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30'
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ENCORE PKWY & FANFARE WAY INTERSECTION S ALPHA LOOP 10/02/2020
SCALE IN FEET PRELIMINARY CONCEPT - NOT FOR CONSTRUCTION
ALPHA LOOP LOOP ALPHA ROUTE ROUTE
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ALPHA LOOP LOOP ALPHA ROUTE ROUTE
ALPHA ALPHA LOOP LOOP ROUTE ROUTE
THIS IS A PRELIMINARY CONCEPT. FIELD VERIFICATION, SITE CONDITION ASSESSMENTS, ENGINEERING ANALYSIS AND DESIGN ARE NECESSARY PRIOR TO IMPLEMENTING ANY OF THE RECOMMENDATIONS CONTAINED HEREIN.
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ENCORE PKWY & N POINT CENTER E INTERSECTION S ALPHA LOOP 09/23/2020
SCALE IN FEET PRELIMINARY CONCEPT - NOT FOR CONSTRUCTION
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Alpha Loop Crosswalk Markings This document is a summary of the current best-practice guidance and review of the proposed crosswalk markings for the Alpha Loop Trail crossings in Alpharetta, GA. Given the early planning level stage, these recommendations should be re-evaluated at the implementation or detailed design phase.
Compliance and Guidance
Figure 2: Proposed Alpha Loop Marking Style
The proposed crossing is intended to include a compliant pedestrian crosswalk with white transverse markings and a hi-visibility portion of crosswalk with continental markings (24” white with a spacing of 4-6’ O.C. typ). The detectable warning surfaces shall extend the full width of the crosswalk. We recommend that yellow detectable warnings be used for the high-visibility side of the crossing and then green detectable warnings for the bike portion crossing to reinforce the intended users are different while still meeting the requirements of ADA.
Other recent urban trail crosswalk examples include:
Our guidance for the crossing is: as long as these red lines are painted as crosswalk lines, then anything between them may be interpreted as a decorative crosswalk. The white lines of the high visibility portion of the crosswalk may be painted as retroreflective markings because that is an allowable crosswalk treatment, but because the green isn't being installed in a manner that designates a bike-only lane, we would recommend that the green paint be non-retroreflective to comply with the FHWA guidance on decorative crosswalks. Paint should not be used inside the refuge median – we propose meeting at least the minimum width for all refuge areas and including two sets of detectable warning. As illustrated in Figure 2, the key features of these crosswalks are the outside white transverse, hi-visibility section, and the non-retroreflective, decorative leaf markings.
• • •
City of Charlotte - uses the FHWA approved green in between their typical high-visibility white ladder (piano style) crosswalk markings City of Houston – uses 24” continental crosswalk markings with 2’x2’ elephant feet green markings outside City of Orlando – at trail crossings or certain neighborhoods, Duratherm colored or branded treatments are being used within the high-visibility ladder crosswalk markings. For the trail crossing we are designing, the Duratherm within the high-visibility crosswalk markings is bike-lane green.
The Houston and Charlotte crossing examples are closer to the FHWA ruling and guidance based on our interpretation while the Alpha Loop treatments of green will more of the decorative green treatment similar to the Orlando example.
Liability If Toole Design was the Engineer-of-Record for the design of the crossings, we would evaluate each of the proposed striping designs on a case-by-case basis. This includes mural style crosswalks and various color styles. Oftentimes, the artistic mural style crosswalks are done in-house by cities and the liability rests with the interpretation of the implementing City. For murals and artistic style that vary from the accepted MUCTD and FHWA ruling color recommendations, it is sometimes preferred that the work be done in-house by a City after completion of the legal high-visibility or transverse crosswalk markings. Typically, a jurisdiction’s engineering staff would collaborate with the legal team to reach a consensus or approach.
Funding
Figure 1: Split Bike/Ped Crossing Detectable Warning
The design of these decorative style crosswalks is often dependent on the source of construction funding and the approval or review process for the funding agency. A State DOT or FHWA may not interpret these types of designs in the same way a City might or as described in the memo.
Disclaimer Given the early nature of these crossing designs, we have the following disclaimer: This is a preliminary document and concept design. All results, recommendations, cost opinions, and commentary contained herein are based on limited available data at the time of preparation. Further engineering analysis and design are necessary prior to implementing any of the recommendations contained herein. This document is an instrument of professional service. Reuse or alteration is at the user’s sole risk
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THIS IS A PRELIMINARY CONCEPT. FIELD VERIFICATION, SITE CONDITION ASSESSMENTS, ENGINEERING ANALYSIS AND DESIGN ARE NECESSARY PRIOR TO IMPLEMENTING ANY OF THE RECOMMENDATIONS CONTAINED HEREIN.
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ENCORE PKWY & NORTH POINT PKWY INTERSECTION S ALPHA LOOP 10/02/2020
SCALE IN FEET PRELIMINARY CONCEPT - NOT FOR CONSTRUCTION
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ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
INTRODUCTION
ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
50 percent of people indicate that they are “interested but concerned” in bicycling and would like to ride more often. 1 Over 50 percent say they are worried about being hit by a car, and nearly 50 percent say they would more likely ride a bike if physical separation were provided between motor vehicles and bicycles. 2 While the prescribed user types and cited research are specific to bicyclists, pedestrians also prefer to be placed further away from the curb and/or have a buffer between themselves and motor vehicle traffic. Lower stress environments result in increased numbers of people biking and walking because lower stress design typically accommodates both user types through the combination of sidewalks, separated bike lanes, and multiuse paths. 3F
4F
This document provides an overview of the existing conditions of the roadway network within the Alpha Loop Extension Feasibility Study area, including a level of traffic tress analysis for cycling routes, and a more detailed overview of the characteristics of roads that interface directly with the proposed extension.
LEVEL OF TRAFFIC STRESS ANALYSIS
To quantify bicyclist comfort within the study area, a Level of Traffic Stress (LTS) analysis was performed. The analysis was conducted based on criteria developed by Peter Furth3, adapted to account for available data and local context. There are four levels of traffic stress used to describe how appropriate a route is for different types of users:
Excellent bike networks are designed to attract a broad range of potential users with safe and comfortable facilities, including people who are interested in riding but concerned about the experience. Bicyclists have varying levels of tolerance for the stress created by the volume, speed, and proximity of adjacent traffic. Both the condition of bicycle facilities and the street itself inform the users experience. A safe, connected, and consistent bicycle facility is also indicative of a safe pedestrian facility. A bicyclist’s tolerance may change over time with bicycling experience.
LTS 1: Comfortable for most ages and abilities A score of LTS 1 is assigned to routes where the amount of attention required from cyclists is minimal, making it safe for all levels of cyclists, including children. These roads are characterized by lower traffic speeds (25 miles per hour or less) and up to two travel lanes. With on-street bike lanes, they may have up to three lanes and speeds of up to 30 miles per hour. Multiuse paths, trails, and greenways are also assigned LTS 1.
Figures 1 illustrates the different types of potential cyclist user types, including people who would never consider cycling, those who are interested but concerned, somewhat confident riders, and highly confident riders. Each user type has a different threshold for the level of traffic stress they find comfortable while cycling. Nationally, over
LTS 2: Comfortable for most adults LTS 2 is assigned to local roads that have relatively low speeds, low traffic volumes, and speeds of up to 35 miles per hour, depending on other characteristics. These conditions are acceptable for the mainstream adult population, including interested but concerned riders, but may not be comfortable for children. While they require more attention from riders than LTS 1, they are still appropriate for most adult rider skill levels.
Figure 1. Bicyclist User Type Descriptions
LTS 3: Tolerable for somewhat confident cyclists Segments with a classification of LTS 3 require interaction with moderate speed or multilane traffic, or in close proximity to higher speed traffic. These corridors are generally acceptable for enthusiastic riders who are confident in their abilities and are comfortable in shared traffic, but prefer separation from vehicles. LTS 4: Suitable for highly confident cyclists Roads with a score of LTS 4 are only suitable for the most advanced levels of cyclists, those who are highly confident and comfortable riding with traffic. On these streets, cyclists must interact with higher speed traffic or in close proximity to high speed traffic. In reality, some LTS 4 routes, such as highways, are not appropriate for even the most advanced cyclists. By maximizing the number of routes that connect community destinations with low-stress LTS 1 and LTS 2 facilities, Alpharetta can attract more interested but concerned riders to bike for some trips, significantly increasing the population of potential riders.
1 2 3
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Dill, J., McNeil, N. (2015). Revisiting the Four Types of Cyclists. Transportation Research Board. U.S. Bicycling Participation Benchmarking Study (2014). Furth, P. Level of Traffic Stress Criteria for Road Segments – Version 2.0. Northeastern University College of Engineering. June 2017.
TOOLE DESIGN | 2
TOOLE DESIGN | 3
ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
METHODOLOGY
RESULTS
The following pages illustrate roadway conditions that factor into the LTS analysis: number of lanes, traffic volumes, prevailing speeds, centerline treatments, and bicycle facilities. Data was collected using available information from the City of Alpharetta and the Georgia Department of Transportation (GDOT), as well as a desktop survey of the roadway network using aerial imagery. GDOT collects Annual Average Daily Traffic (AADT) data for select roads within the analysis area. Actual traffic counts were used where available. Where actual counts were unavailable, typical volumes were assigned based on road classification and network connectivity. While prevailing speeds may differ from posted speeds, actual travel speed data was not available; posted speed limits were used as a proxy. Potential errors in the original data may result in errors in the analysis.
Throughout the study area, there are few existing low-stress bicycle facilities that connect destinations. Most of the effective road network has a score of LTS 3 or higher, meaning they are only suitable for enthusiastic riders who are confident in their abilities. The low-stress routes that do exist are disjointed and do not create continuous connections between community destinations, resulting in a limited number of options for people who are interested but concerned to comfortably travel through Alpharetta by bike.
All multiuse paths, trails, and greenways, which offer cyclists comfortable facilities separated from vehicular traffic, score an LTS 1. The following tables summarize the LTS assigned to road segments based on their characteristics. Table 1 is used for streets without designated bicycle facilities, where cyclists must ride in mixed traffic. Table 2 is used for streets with on-street bicycle facilities, including marked bicycle lanes and shoulders with a minimum width of four feet.
Speed (mph)
AADT
< 20
25
30
35
40
45
50+
2 lanes, no centerline
0-750 751-1,500 1,501-3,000 3,000+
LTS 1 LTS 1 LTS 2 LTS 3
LTS 1 LTS 1 LTS 2 LTS 3
LTS 2 LTS 2 LTS 3 LTS 4
LTS 2 LTS 3 LTS 3 LTS 4
LTS 3 LTS 3 LTS 4 LTS 4
LTS 3 LTS 4 LTS 4 LTS 4
LTS 3 LTS 4 LTS 4 LTS 4
2 lanes, with centerline
0-750 751-1,500 1,501-3,000 3,001-6,000 6,001-10,000 10,001+
LTS 1 LTS 2 LTS 2 LTS 3 LTS 3 LTS 4
LTS 1 LTS 2 LTS 3 LTS 3 LTS 4 LTS 4
LTS 2 LTS 2 LTS 3 LTS 4 LTS 4 LTS 4
LTS 2 LTS 3 LTS 4 LTS 4 LTS 4 LTS 4
LTS 3 LTS 3 LTS 4 LTS 4 LTS 4 LTS 4
LTS 3 LTS 4 LTS 4 LTS 4 LTS 4 LTS 4
LTS 3 LTS 4 LTS 4 LTS 4 LTS 4 LTS 4
0-6,000
LTS 3
LTS 3
LTS 3
LTS 3
LTS 4
LTS 4
LTS 4
3-4 lanes
6,001-12,000 12,001+
LTS 3 LTS 4
LTS 3 LTS 4
LTS 4 LTS 4
LTS 4 LTS 4
LTS 4 LTS 4
LTS 4 LTS 4
LTS 4 LTS 4
5+ lanes
Any AADT
LTS 4
LTS 4
LTS 4
LTS 4
LTS 4
LTS 4
LTS 4
2 lanes or unlaned 3-4 lanes 5+ lanes
Speed (mph)
Bike Lane Width
25
30
35
40
45
50+
6+ ft
LTS 1
LTS 1
LTS 2
LTS 3
LTS 3
LTS 3
4 or 5 ft
LTS 2
LTS 2
LTS 2
LTS 3
LTS 3
LTS 4
6+ ft
LTS 2
LTS 2
LTS 2
LTS 3
LTS 3
LTS 3
4 or 5 ft
LTS 2
LTS 2
LTS 2
LTS 3
LTS 4
LTS 4
any width
LTS 3
LTS 3
LTS 3
LTS 4
LTS 4
LTS 4
TOOLE DESIGN | 4
Within the analysis area, low-stress routes for cyclists include:
Multiuse paths and trails like the Alpha Loop and Big Creek Greenway On-street bike lanes on low-speed roads like Encore Parkway (Westside Parkway to North Point Parkway) and Haynes Bridge Road (Thompson Street to Academy Street) Low-speed, low-volume, two-lane roads located primarily in residential neighborhoods and private developments
Most of the LTS 1 streets in the area are located within developments and do not provide many connections between community destinations. There is not currently a continuous, low-stress route for interested but concerned users travel between Downtown Alpharetta or Avalon and destinations in the North Point Mall area like retailers, the proposed BRT station, and Big Creek Greenway. If the proposed Alpha Loop Extension is constructed, the only significant gap remaining to connect these destinations with a low-stress cycling route would be the section of Northwinds Parkway from Kimball Bridge Road to Summit Place.
Medium-Stress Routes (LTS 3) Some routes with existing bicycle facilities score an LTS 3 and would not be considered comfortable for the typical adult. These include:
On-street bike lanes or shoulders without buffers on higher-speed, multilane roads like Northwinds Parkway (Kimball Bridge Road to Old Milton Parkway) and North Point Parkway (Haynes Bridge Road to Kimball Bridge Road) Multilane roads with low volumes and speeds, like the primary streets in Avalon .
High-Stress Routes (LTS 4) Many of the major roads in the analysis area score an LTS 4, meaning they are only tolerable for highly confident cyclists. These include:
Table 2. Level of Traffic Stress With On-Street Bicycle Facilities Number of lanes
Low-Stress Routes (LTS 1 and 2)
Table 1. Level of Traffic Stress Scores for Segments Without Bicycle Facilities
Number of Lanes
None of the existing bicycle facilities provide the east-west connection between Haynes Bridge Road and Encore Parkway north of Georgia 400 that will be added by the proposed extension.
Higher speed, higher volume, multilane roads without bicycle facilities like Old Milton Parkway, Westside Parkway, and portions of North Point Parkway Two-lane roads with high speeds like Maxwell Road
Some LTS 4 roads, like Georgia 400, are not appropriate for cyclists regardless of their level of comfort. Criteria for determining LTS should be considered in the selection and design of future facilities to maximize comfort and safety and attract a wider range of cyclists and pedestrians. Throughout the analysis area, existing bike lanes are generally relatively narrow (around 4 feet wide) and do not have buffers or other separation from vehicular traffic. While these provide a designated place for cyclists, many interested but concerned riders do not find these conditions comfortable, sometimes resulting in a
TOOLE DESIGN | 5
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ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
higher LTS than if a bike lane at least 6 feet wide had been provided. In some cases, on-street bike lanes and shoulders stop short of intersections, forcing cyclists to mix with vehicular traffic and increasing their level of stress. As future on-street facilities are designed, wider lanes and buffers should be incorporated wherever feasible and treatments should extend through intersections. Figure 2. Level of Traffic Stress Map
STREETS The proposed Alpha Loop Extension will offer a safe route for pedestrians and cyclists moving between the northern part of the city toward the North Point Mall area. Success of the facility will be determined by its ability to connect safely and comfortably to other safe cycling and walking facilities, and community destinations. This section provides an overview of the characteristics of nearby streets that will interact with the extensionthat could as alternate routes and/or provide long-term safe connections to the proposed path. The maps on the following pages illustrate the road classifications, speed limits, number of lanes, bicycle facilities, medians, and existing sidewalks for streets within the analysis area. The streets with the most direct relationships to the extension are discussed in greater detail below, including:
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Haynes Bridge Road Lake View Parkway/ North Winds Parkway Westside Parkway/Morrison Parkway Maxwell Road Fanfare Way Encore Parkway North Point Parkway Georgia 400
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ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
HAYNES BRIDGE ROAD LTS 4 (Mansell Road to Old Milton Parkway) and LTS 2 (Old Milton Parkway to Academy Street) Haynes Bridge Road is an arterial road with a typical right-of-way of approximately 150 feet. It has six total travel lanes along most of the corridor, with three travel lanes in each direction and a landscaped center median, as well as dedicated turn lanes approaching major intersections. Sidewalks are present on both sides of the road, with 8foot sidewalks on the east side and 5-foot sidewalks on the west side. Although there is sufficient space to widen the sidewalk on the east side of the road, light poles and utility poles are located near the sidewalk and may complicate a potential sidewalk expansion. There are four-foot-wide, unbuffered, on-street bike lanes on both side of the street. The presence of bike lanes is inconsistent across the corridor, dropping off for several segments. There are no bike lane markings across intersections. There is only one curb cut on Haynes Bridge Road between the GA 400 ramp and the Lake View Parkway intersection, limiting potential conflict points for trail users. There are two at-grade intersections where the Alpha Loop Extension could cross Haynes Bridge Road: the GA 400 ramp intersection and the intersection of Lake View Parkway.
GA 400 Ramp Intersection The currently proposed Alpha Loop Extension route crosses Haynes Bridge Road on the north side of the intersection with the GA 400 entrance ramp. The pedestrian crossing distance at this intersection is approximately 105 feet from the eastern curb to the corner island to the west. There is also a 14-foot-wide continuous right turn lane onto the GA 400 ramp between the corner island and the sidewalk. A newly constructed, office-centered, mixed-use development east of Haynes Bridge Road called Summit Place has included on-street bicycle lanes throughout its road network, leading up to the intersection of Haynes Bridge Road and GA 400.
Lakeview Parkway/North Winds Parkway Intersection Lake View Parkway/North Winds Parkway intersect Haynes Bridge Road approximately 940 feet north of the GA 400 intersection. The pedestrian crossing distance is approximately 110 feet from the corner island on the east to the curb on the west. A continuous right turn lane from Haynes Bridge Road onto Northwinds Parkway creates a potential conflict point between vehicles and trail users; however there are likely lower volumes of traffic traveling at a lower speeds here compared to the GA 400 ramp intersection. It should be considered as a potential alternative trail crossing to avoid the GA 400 ramp intersection. Given the switchback likely needed to address the steep topography on the west side of Haynes Bridge Road, relocating the route to this intersection would not cause an undue Existing crosswalk at the intersection of Haynes Bridge Road and the Georgia 400 ramp. increase in trip length.
While a trail crossing at this point would link Summit Place to the proposed 360 Tech Village mixed-use Existing crosswalk at the intersection of Haynes Bridge Road and the Georgia 400 ramp. community on the other side, the locations has potential drawbacks to user comfort and safety. The continuous right turn movement and relatively high speeds entering the highway create a conflict point and may feel intimidating to pedestrians and cyclists. The land on the west side of the intersection has a steep dropoff and would likely require a switchback or other design feature to gradually ramp down to ground level at a slope that meets Americans with Disabilities Act (ADA) requirements.
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ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
LAKEVIEW PARKWAY/NORTHWINDS PARKWAY
WESTSIDE PARKWAY/MORRISON PARKWAY
LTS 3 (Morrison Parkway to Kimball Bridge Road) and LTS 1 (Kimball Bridge Road to Old Milton Parkway)
(LTS 4)
Lakeview Parkway/Northwinds Parkway is a collector road that connects Morrison Parkway to the main entrance of Avalon and Gwinnett Technical Collage at Old Milton Parkway. It has attracted multiple new office developments in recent years and will be the front door to the new 360 Tech Village development. Several large, developable parcels near Avalon will likely attract additional development to the corridor.
Westside Parkway/Morrison Parkway is an arterial road that runs loosely parallel to GA 400 throughout most of the City of Alpharetta, one of few routes to provide long-distance connectivity through the city. Within the area of interest, it is one of several routes to get from Avalon to the future BRT station at North Point Mall and could be considered as an alternate or supporting route to the currently proposed alignment through the wooded area north of GA 400.
The section between Morrison Parkway and Kimball Bridge Road is generally a four-lane road with a landscaped center median and turn lanes approaching intersections. A former North Winds Parkway east of Haynes Bridge Road continuous right turn lane at Haynes Bridge Road has been filled in. There are mature trees planted next to a existing 5foot sidewalks on both sides of the street for most of this section, which may limit or complicate potential sidewalk expansion. There are no existing bicycle facilities along this segment of the road.
At Kimball Bridge Road, the right-of-way widens to accommodate on-street, unbuffered bike lanes in both directions, wider sidewalk buffers, and wider sidewalks. A 10-foot-wide path has already been installed on the east side of the road from Kimball Bridge Road to Old Milton Parkway. The on-street bike lanes end at Kimball Bridge Road and are not included in the current intersection design. Because Kimball Bridge Road is a ridge line, there are steep sections on either side of the intersection, which may discourage some cyclists from using the route.
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There is no sidewalk on the north side of the street between Hembree Road and Haynes Bridge Road. Closer to Encore Parkway, from Maxwell Road to Arts Summit, berms and mature landscaping on the north side of the street limit the potential to easily widen sidewalks on that side. There is space to widen the sidewalk along most of the south side, though some street lights would have to be relocated.
Westside Parkway approaching Encore Parkway
New multiuse path on North Winds Parkway approaching Avalon
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ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
MAXWELL ROAD
FANFARE WAY
LTS 4 (South Main Street to Westside Parkway) and LTS 3 (Westside Parkway to Fanfare Way)
(LTS 3)
Maxwell Road is a local street connecting residences and Fulton County Science Academy to Westside Parkway. It is a three-lane road with 12-foot-wide lanes, no bicycle facilities, and 5-foot-wide sidewalks on both sides. Widening the sidewalk on the south side of the road to accommodate a shared-use path has few conflicts, with no curb cuts, utility poles, or street lights on this side of the street. A steep dropoff just behind the tree line on the north side of the road, as well as a fire hydrant, on the north side of the street would make it harder to accommodate a shared use path on that side.
Fanfare Way is a local road running parallel to Westside Parkway from Fulton Science Academy to Encore Parkway. It has one travel lane in each direction with a center turn lane/buffer, no bicycle facilities, and 5-footwide sidewalks on both sides. Left turn movements from Fanfare Way onto Encore Parkway are restricted by a center median on Encore Parkway, which forces drivers to make a U-turn at Westside Parkway to turn left. A median refuge for cyclists may need to be considered if bicycle facilities were added to this road, as the U-turn movement for cyclists would be difficult.
Maxwell Road south of Westside Parkway
Fanfare Road offers a relatively low stress alternative to Westside Parkway from Maxwell Road to Encore Parkway, but a raised median on Encore Parkway restricts left turns toward the North Point Mall area and Big Creek Greenway
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ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
ENCORE PARKWAY
NORTH POINT PARKWAY
(LTS 2)
LTS 4 (Mansell Road to Haynes Bridge Road; Kimball Bridge Road to Old Milton Parkway) and LTS 3 (Haynes Bridge Road to Kimball Bridge Road)
Encore Parkway is the southern connection across Georgia 400 within the study area. It is a newly constructed four-lane road with a planted median, on-street bike lanes, and 8-foot-wide sidewalks on both sides. The design is comfortable for pedestrians, with human scale lighting, landscaping, and hardscaping along the bridge. The existing bike lanes terminate at Westside Parkway to the north and North Point Parkway to the south.
North Point Parkway is a major collector that runs parallel to Georgia 400 on the south side of the highway from Mansell Road to Windward Parkway. It has five travel lanes, a center turn lane/median, no bicycle facilities, and 5-foot-wide sidewalks on both sides within the study area. An access point to Big Creek Greenway is located on the south side of North Point Parkway across from the North Point Mall. There is only one curb cut on the south side of North Point Parkway between Encore Parkway and the entrance to Big Creek Greenway. In some spots, there is a steep dropoff next to the existing sidewalk on the south side and street lights close to the sidewalk, which could present a challenge in widening it to accommodate a shared use path.
North Point Parkway at Encore Parkway
Encore Parkway bridge with bike lane and separated sidewalk (left) and at grade with landscaped median and sidewalk buffer (right)
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ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
ALPHA LOOP FEASIBILITY STUDY EXISTING CONDITIONS
GEORGIA 400 LTS 4
Existing Georgia 400 is a major highway that provides regional connections for Alpharetta, but creates a barrier between the north and south sides of the city. There are currently four travel lanes and a shoulder in each direction, a total of approximately 140 feet of pavement. There are wooded buffers on both sides of the highway, approximately 280 feet wide to the north and 210 feet wide to the south. Within the study area, Haynes Bridge Road and Encore Parkway are the only bridges across the highway.
Figure 3. GA 400 Express Lanes Typical Section - Northridge Road to McGinnis Ferry Road (Source: GDOT)
Georgia 400 Express Lanes Project A significant expansion of Georgia 400 is currently being designed, led by the Georgia Department of Transportation (GDOT) and the State Road and Tollway Georgia 400 southbound approaching Encore Parkway bridge Authority (SRTA). The project is one of 11 Major Mobility Investment Program projects and will feature express lanes and Bus Rapid Transit (BRT). Construction is expected to begin in 2021. Figures 1 and 2 below illustrate the proposed configuration.
Express Lanes The proposed design will add two buffer-separated lanes in each direction from the North Springs MARTA Station to McFarland Parkway, including the study area, and one buffer-separated express lane in each direction further north from McFarland Parkway to McGinnis Ferry Road. The new express lanes will have dynamic pricing. GDOT has identified an express lane access point north of the study area near Webb Bridge Road, which will tie into Westside Parkway to the west and Morris Road to the east. GDOT is not planning to add direct express lane access points at Haynes Bridge Road or Encore Parkway.
Bridges The recently constructed Encore Parkway bridge was designed to be wide enough for the entire express lanes project to pass underneath the existing bridge. The Haynes Bridge Road bridge will be retained and have a partial ramp reconstruction to accommodate the new design.
Transit A BRT system will run along the Georgia 400 corridor, providing high-capacity transit using the new express lanes. The minimum wait time between buses is expected to be 10 minutes. The lanes and stations will be located in the center of the corridor, with station access via pedestrian bridges. The North Point Mall area has been identified as a future station location, but an exact location has yet to be determined. The City of Alpharetta has requested an inline BRT station connecting to a parking deck at North Point Mall. The BRT line will connect to the existing MARTA rail line at the North Springs MARTA Station.
TOOLE DESIGN | 16
Figure 2. Rendering of planned GA 400 expansion at Haynes Bridge Road looking south (Source: GDOT)
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Alternate Alignment Maxwell Park Route Maxwell Park
XW MA ELL
Maxwell Park Route (Alternative)
RD
MORRISON LAKE
AY EW
R FA
N FA
990
1000
1020
1010
BRT AMENITIES
1020
1040
Planned BRT Station & Overpass
10
40
1050
R/W
R/W
R/W
10
30
1030
1060
R/W
50
10
R/W
1040
ROJECT R/W SS LANES P E R P X E 0 0 4 SR R/W ROW FOR THER/W D REQUIRED PROPOSE
1040
400
R/W 1040
R/W
The proposed extension of the Alpha Loop includes a connection to the future MARTA BRT station along GA 400. It should be noted that the alternate alignment poses complications in connecting to the proposed location of the BRT station. Further studies and coordination with MARTA would be needed to evaluate its feasibility.
Construction of the alternate alignment is estimated at approx. $4M, inclusive of demolition, grading, trail construction, lighting, and streetscape improvements. This is a preliminary estimate, and further studies are needed to refine the design and costs associated with Fanfare Way improvements. The portion of original trail alignment to be replaced by this alternate is estimated at approx. $2.5M.
Fanfare Way Improvements (Maxwell Road to Encore Parkway
1050
1060
1070
R/W
R/W
R/W
R/W
R/W
135
Alternate Trail Alignment
1040
R/W
MARTA BRT CROSSING
PRELIMINARY COST
R/W
R/W
The above alternate trail alignment is proposed as a contingency in the event that improvements to GA 400 are more extensive than currently planned. The alternative reduces the amount of trail constructed adjacent to GA 400 and connects the Alpha Loop to Maxwell Park and Fanfare Way. It is assumed that an at-grade accessible trail can be constructed along the proposed alignment with minor grading. If pursued, further studies Scale: 1" = 100'-0" will be needed to incorporate safe pedestrian and cyclist crossings and streetscape improvements along Fanfare Way to complete a multi-use trail connection to Encore Parkway.
FUTURE BRT CONNECTION
R/W
PURPOSE
R/W
1030
0'
50'
100'
200'
Legend
Trail Alignment
A Proposed Crosswalk
Alpha Loop Connection Alpha Loop Alternative
G
A w1 ts Ar
mmit Rd Su
w1
Way e r a f n a F H S w2 A K
T
A w1
S
T
Trash Receptacle
B
Bike Repair Kiosk
K
Bike Racks
w1 Off-Trail Wayfinding Signage
S
Seating
Retaining Wall
w2 On-Trail Wayfinding Signage
H
Water Refill
Elevated Walk
Gateways
Maxwell Park Route (Alternative) w1
Fulton Science Academy
Artisan Connection (Planned)
Artisan
w2 T
B
Comfort Station
Maxwell Connection
A w1
wy k P e Tempo Ln d i s t s e W Connection
C
Rd Maxwell
Arts Summit Connection
Alpha Loop
w2 T
K
S K
Elevated Walk
T
K B
H
S w2
w2 T
S H C K
400
ore Enc
North Point Center Spur
y
Pkw
Mansell Crossing
w2 A w2
rt o N
ter E Cen t oin P h
400
w1
Planned BRT Station & Overpass
A w2
North Point Mall
0’
600’
N
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