HomeMy WebLinkAboutVail Bikeway Plan 1984towo of veil
292 west meadow drive recreation department
vail Colorado 81657
303 4762040
TO RON PHILLIPS
FROM PAT DODSON
DATE February 5 1986
SUBJECT VAIL BIKEWAY PLAN
In November of 1984 I submitted to you a first draft of the
Vail Bikeway Plan requesting comments and direction It is
important we have a bikewaypedestrian path system that addresses
the needs of the resident and guest of Vail This plan attemptstopreventsubstandardorpoorconstructedpathsintheVail
Valley
The number one reason the guests patronize Vail is to escape
the noise polition and pressures of the cities Most guests
receive tremendous pleasure and relaxation using our paths
If we are to continue to attract guests it is imperative these
paths are aesthetically pleasing maintained and constructed
away from noise and vehicles
I am not pushing for more miles of recreation paths right now
but am trying to preserve the quality and uniqueness of this
system in Vail for future years I welcome your comments to
make this an approved plan
IITIK 0 0 0 00 I
2 0 4
TO Ron Phillips
Stan Berryman
Petter Patten
FROM PAT DODSON
DATE November 30 1984
SUBJECT VAIL BIKEWAY PLAN
Attached is our 1st attempt at the Vail Bikeway Plan Please read it and comment
Your constructive comments are appreciated
Thanks Pat
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VAIL BIKEWAY PLAN
1984
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FOREWORD
The development of a Vail Bikeway Plan responds to increasing demands to accommodate
alternative transportation modes in the Vail area A bikeway system can be linked with automobile
transit and pedestrian transportation facilities to produce a more efficient and comprehensive
transportation system
A Vail Bikeway Plan should provide the basis for such a bikeway system and should encourage
further use of the bicycle in place of the automobile for a variety of trips In addition
to serving the mobility needs of the various types of cyclists the plan emphasizes safety
j of the bicyclist motorist and pedestrian fiscal responsibility public awareness education
and participation
A Vail Bikeway Plan should provide an opportunity to enhance and to better enjoy the
community
This is the first attempt at providing the Vail community with a Bikeway Plan The information
contained in this mannual is a starting point and should be reviewed by the Community Development
Department The Town Manager theTown Council and the residents of VailI
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TABLE OF CONTENTS
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FOREWARD 1
1 CHAPTER I INTRODUCTION 3
CHAPTER II BIKEWAY FACILITIES 9
i CHAPTER III EXISTING BICYCLE FACILITIES AND PROGRAMS 12
CHAPTER IV DESIGN MANUAL 21
CHAPTER V GOALS AND OBJECTIVES 37
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IMODUCTION
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CHAPTER I
INTRODUCTION
History
Bicycling as a model of personal transportation is not a recent development in the United
States but has a history dating back to the middle of the 19th century As technologicaltimprovementsweremadeinthevehiclesdesignitcontinuedtogaininpopularityBythe
beginning of this century a number of states had begun to pave roadways in response to pressure
from cycling organizations for better riding conditions In an era where landbased transportation
was limited to walking horsedrawn carriages urban streetcars and interurban railroads
the bicycle provided the public with an inexpensive means of personal transportation that
was generally swifter and more adaptable to their trimaking desires than the other available
alternatives
The subsequent introduction of the automobile in America was due in no small part to
the technological foundation provided by the manufacturing and widespread usage of the bicycle
As a result of its expanded travel range convenience and carrying capacity the automobile
rapidly gained popularity Today it has become the primary mode of transportation for the
vast majority of the American populace Except for brief resurgences during the Depression
and the two World Wars the bicycle in this country has been relegated to a minor role as
a mode of transportation for recreational purposes and for children too young to drive The
bicycle remains the major mode of transportation in the majority of the world
During the 1960s and 1970s however bicycling experienced a nationwide renaissance
that continues today Improvements in materials and better mechanical designs had resulted
in bicycles that were safer lighter and more efficient at translating humangenerated energy
into forwardmotion and this expanded flexibility and travel range allowed the bicycle to
become a viable alternative to the automobile for various trip purposes within urban areas
During the same time public interest in developing and maintaining physical fitness grew
became widespread and in concert with other factors had led to an increase in bicycle usage
by people of all ages
Bicycle Use
Because of the individualistic nature of bicycling bicycle use is difficult to estimate
Bicycle user surveys or actual counts are expensive to conduct However many localities
have conducted detailed surveys which can be used to estimate local use Future updates of
1 this plan should include local surveys or counts
Cyclists are generally perceived to be a small minority of the population However
national data indicates that roughly onehalf the population uses a bicycle at least occasionally1
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A Pennsylvania study showed that 62 of all households owned bicycles The same study showed
that in October considered an average ridership month 26 of the population rode at least
once with the average person riding at least 3 days Applying this data to Vail would mean
that there are 1300occasional riders generating an average of 3900trips per month See
Figure 1
Types of Cyclists and Routes
A substantial variation exists in the ages physical capabilities and riding philosophies
of cyclists currently active in Vail This variation results in differences in both the level
of expertise among riders and subsequently the types of trips which they are willing to make
The planning design and implementation of Vails bikeway system must be predicated on a
capability to serve as much of this varied population as possible
Bicyclists in Vail may be classified by trip purpose into three groups neighborhood
commuter and recreational cyclists Each requires a different skill level and uses each
type of facility to a different degree
Neighborhood cyclists include those individuals who use the bicycle for short trips within
the immediate neighborhood to school shopping areas a friends house neighborhood parks
or playgrounds etc Cycling skills required are generally low and local or collector streets
usually provide adequate routes The greatest number of neighborhood cyclists are schoolage
children or young adults
Couter Cyclists utilize the bicycle as their means of transport for a variety of trips work
school shopping entertainment etc which usually extend beyond the immediate neighborhood
Commuter cyclists require the highest level of cycling expertise since they sometimes must
use arterial streets for travel mixing with heavy auto traffic and negotiating hazardous
intersections Most commuter cyclists are from 1840 years of age as commuter cycling requires
the greatest degree of physical ability as well as skill
t Recreational cyclists ride bicycles for enjoyment or exercise or to a recreational destination
Skill levels vary widely from schoolage children to families to touring cyclists
1 When options are available cyclists generally choose a route which provides the best
balance of the following desirable characteristics
directness between the origin and destination points
minimal gradients to be negotiated
a high quality and wellmaintained riding surface
lower volumes of motor vehicle traffic
adequate space for allowing faster traffic to safely bypass and
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TRIP TYPES
tr
Long Distance2
Work 3
School 6
pprwnal Business 99d
Recreational Facility 05
Visit Friends 1890
Neighborhood Riding 469
over 2 hours M ne oorticuler destinoron NonDestinatlonal Destinational
LWer 2 rows nth no vm iOdOF destinohon
FIGURE I
Source The I Ante Bikeway Planing Study 8ortmAschmon Assoaetes Uie 1975
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pleasant environmental riding surroundings
For the most part cyclists must operate on the roadways within mixed traffic where
they are accorded most of the legal rights and responsibilities of any vehicle Because
of the differences in speed and mass of bicycle and motor vehicles a cyclist who becomes
involved in a conflict situation with a motor vehicle is at a great disadvantage and isparticularly
susceptible to injuries
Neighborhood and recreational cyclists are usually willing to change their routes for
safety considerations and are less willing then commuter cyclists to compete with automobile
traffic preferring instead to operate in specially designated bicycle facilities Commuter
cyclists whose expertise is usually greater prefer the most expeditious and direct route
and are therefore more willing to share space on the roadways with motor vehicles
Uwe Considerations
In addition to safety and design considerations a number of factors combine to determine
the attractiveness of cycling in Vail Some of these include
1 Continuity A bikeway system as with any transportation system must be continuous
A barrier to bicycle travel at a single point may discourage use of miles of otherwise excellent
bike routes Vail contains a number of such barriers including highways intersections and
incompleted sections Special design solutions are often required to overcome these barriers
2 VAintenance Poorly maintained bikeways are often a deterrent to bicycle travel
and pose serious safety problems for the cyclist Cyclists must be assured that designated
bikeways will be kept free of glass gravel dirt potholes and other debris and clear of
overhanging branches etc
3 Parking Facilities Even with the best of bikeway systems many riders are discouraged
by the lack of secure parking facilities at their destinations Both the type of facility
provided bike racks lockers etc and its location can be critical Bicycle facilities
should be available near the parking structure and should be located in conspicuous places
adjacent to but notcrossing pedestrian access to buildings
4 Public informationp tion The success of a bikeway system can be enhanced considerably
1 by making the public aware of the system and making it easy to use This could include media
promotions readily available route maps and clear and frequent signing along bike routes
A numbered or named routing system would simplify bike travel and personalize it for cyclists
Additionally effective bicycle safety programs can create a safer environment for cyclists
and motorists
Other considerations A number of other provisions would enhance and encourage bicycle
use One that is particularly necessary is assuring that traffic control signals if placed
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in Vail can be activated by bicyclists withAdequate crossing time provided Lighting can
improve the security and safety of cyclists and landscaping along streets and bikeways can
help create a more pleasant bicycling environment
There are many potential trips within the valley area which could be made by riding a
bicycle but many problems have discouraged them It is toward the encouragement of bicycle
use of those trips along withincreased convenience and safety for existing trips that this
plan is directed
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CHAPTER II
BIKEMAY FACILITIES
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CHAPTER II
BIKEWAY FACILITIES
Bikeway Facilities
Bikeway facilities are generally classified as bike paths bike lanes or bike streets
1 Bike Path A bikeway completely separate from other vehicular traffic and located
within rightofwayadjacent to a roadway or within a separate rightofway Travelways separated
from other vehicles but shared by both bicycles and pedestrians are included in this classification
2 Bike Lane A bikeway which is part of the roadway or shoulder and delineated by
t pavement markings or protective devices such as curbs traffic buttons or poles with signs
Vehicle parking is prohibited within the bike lanes
3 Bike St A bikeway sharing its traffic rightofwaywith motorvehicles and
designated by signing only
Bike Paths should offer opportunities not provided by the road system They can either provide
recreational opportunities or serve as direct highspeed commuter routes if crossflow by
motor vehicles can be minimized and design criteria are satisfied Bike paths can also close
gaps to bicycle travel caused by barriers such as freewasy railroads or rivers and creeks
and can provide bikeway continuity where roads do not
Sidewalk bikeways 812 foot wide paved areas are also bike paths which may provide
alternatives to heavilytraveled roadways Sidewalk bikeways may beapproporiateto allow
for access to schools parks and shopping areas along these streets Because they usually
involve numerious driveway intersecting street and pedestrian conflicts such facilities
are generally unacceptable for commuter use
Bike Lanesare established along streets where significant bicycle demand exists and where
1 street width and surface conditions are adequate Bike lanes are intended to delineate the
rightofwayassigned to bicyclists and motorists and to provide for more predictable movements
by each This can be accomplished by reducing the number of lanes or prohibiting parking
ongiven streets in order to delineate bike lanes In addition other things can be done
on bike lane streets to improve the situation for bicyclists that might not be possible on
all streets eg improvements to the surface augmented sweeping programs special signal
facilities etc Bike lanes maybe established as part of neighborhood commuter or recreational
routes
Bike streets should be used to provide continuity to other bikeway facilities or to designate
preferred routes through corridors or to activity centers As with bike lanes designation
of bike street should indicate to bicyclists that thereare particular advantages to using
these routes as compared with alternate routes It also enables the town to take actions
to assure that these routes are suitable as shared routes and will be maintained in a manner
consistent with the needs of bicyclists
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Additionally many rural highways are used by touring bicyclists for intercity and and
recreational travel In most cases it would be inappropriate to do more than designate highways
as bike routes because of their limited use However the development and maintenance of
fourfoot paved roadway shoulders with a standard fourinch edge stripe can significantly
improve the safety and convenience for bicyclists and motorists along such routes
Design Consideration
An effective bikeway system must not only be continuous and comprehensive but it must
also provide bikeway facilities which are safe and purposeful Bike paths bike lanes and
bike streets should be designed with the user in mind the neighborhood cyclist commuter
cyclist or recreational cyclist Standard designs for bike paths bike lanes and bike streets
are illustrated in Chapter IV
Bike paths may be exclusive bicycle facilities or may be shared with pedestrians in which
case additional width is required to reduce bicyclepedestrian conflicts Although sidewalk
bikeways maybe designated as oneway bidirectional travel is likely to occur
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CHATS a III1EXISTINGBICYCLEFACILITIES AND PROGRAMS
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CHAPTER III
EXISTING BICYCLE FACILITIES AND PROGRAMS
The primary concern of this plan is to provide citizens with the opportunity to bicycle
1 safely and conveniently The investment in the existing street system plus scarcity of funds
preclude provision of an entire separate system for exclusive bicycle use Therefore this
plan focuses upon adapting the existing and proposed street system to bicycle travel when1aseparatebikepathisnoteconomicallyfeasible
The existing bicycle route system in Vail is approximately 9 miles of signed sharedroad
or seperate bicycle routes In addition approximately 6 miles of signed offstreet bike
paths exist primarily designed to serve as alternatives to primary arterials
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o Location Skier Bridge to Deaver PondVailNDistance44NorthRoutekb5 mile
4 South RouteF4miles
Degree of Difficulty Easy to Moderate
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tWS p T 7A7oN o5
V TEAUgS EDR FiIXtiTA6F1
COURTS Yx4 AyrcvE
iND
ltipgRK
1 Vail Bike Paths Forest Road to Mark 1 mile
Lionshead skier bridge to West Meadow Drive culdesac 5
Vail Village behind Lodge At Vail to North Woods 6 mile
Ford Park Mannor Vail to Parking Lot at Ford Park 4 mile
Golf Course Sunburst culdesac to Bridge Street Ease Vail 2 miles
Boothfalls I70underpassby Aspen Lane to Vail Mountain School
Parking Lot 2 mile
Bike Lanes None
Bike Streets West Meadow Dr culdesacto Vail Road 2 mile
Vail Village all in town streets
Vail Valley Drive Nortwoods to Sunburst culdesac 1 mile
There are streets that fit the criteria for bike streets and should
be used and signed We should strive to upgrade the streets to bike
lanes
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Location Deaver Pond to BighornEaftaiDistance4NorthRouter 1 mile
South Rourei 2 miles
Degree of Difficulty Easy to Moderate
A
ODD rNWAY6 Ai
LAKF
4o sami F s
East Vail Bike Paths None
Bike Lane Pitkin CreekBridge Street to Lupine 3 mile
Bike Streets Lupine Bridge Street to Columbine Drive to Frontage Road
3 mile
Meadow Lane Streamside Circle to Main Gore Dr to Frontage
Road 5 mile
East Frontage Road Main Gore Drive to Vail Pass Bike Path
12 mile
There are streets that fit the criteria for bike streets and
should be used and signed We should strive to upgrade these
streets to bike lanes
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Welt Vail location Safeway to LionsHeodNDistancea2miles
RedBikePath GreenDike Roure OlodsRood Degree of Difficulty Easy
The bike roures ore more hilly dthe Frontoge
Roods bur so for bikers and joggers
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ouNTAIN
r Sbu7f t7QoNTAC FWAD
ra unNSr Ct lor
West Vail Bike Paths North Side I70SafewayParking lot toBuffer Creek 3 mile
North side bus stop at Valley Hi to pedestrian bridge 9 mile
South side Exxon Station to Gore Creek Drive 1 mile
Cascade Village to Forest Road 9 mile
Bike Lanes North side Buffer Creek Road to bus stop at Vally Hi 6 mile
Bike Street South sideKinnikinnickDrive to South Frontage Road 3 mile
South Frontage Road East to 4 way west vail 4 mile
Gore Creek Drive Frontage Road to Frontage road exit 3 mile
South Frontage Road Gore Creek Drive to Forest Road 7 mile
Same as Vail
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a to Defluef
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ONTRALCiTy
N6S1
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BtlrnRrrY
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1 Vail to Denver
Bike Paths Vail Pass to Breckenridge
p Bike lanes
1 EWVP 1lYSmNP Bike Streets
1 o Dua
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CQRE PAIL OND771L
603
11 VAILQrr 176IiYAIL
LuvcAUrd VOpt
Fit 12000 1199 10600FloydHNt45mKstor3231bkrer53656Golden173056807350111IGrurn40vn1r
t7rm
8000
2436 0 Mid g 25
Kdpmeters 40 B0 134
so 34
The Bicycle Route from Vail to Denver is parr of the west
to easr mopping effort which will eventually depict a
routefrom Utah to Konsos along the 170corridor This trip
is strenuous You must cross Vail Pass at an elevation of
10603feet and the Continental Divide at 11992foot
Loveland Pass The trip 1cvmesmore strenuous if
traveled from Denver to Vail as there is an overallelevationgainof2870feet
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Bicycle Education Programs
As noted in the previous chapter children aged 16 and under were at the fault in 57
of the recent carbike accidents Traffic engineering modifications are unlikely to reduce
the occurrence of accidents of this nature since it is the bicyclist and not theroad which
is the prmary causal factor There is a need to educate bicyclists of all ages but espeically
younger bicyclists on how to handle a bicycle properly on the street
A wide variety of national bicycle education programs exist at the present time The
US Department of Transportation has made numerous studies of bicycle accident statistics1andhasrecommendedprogramstoaddresssafetyeducationTheUSConsumerProductSafety
Commission has made available a wide variety of educational material for local safety education
programs Many states and localities throughout the nation sponsor very active bicycle safety
education programs An example is the Effective Cycling program developed by John Forrester
and sponsored by the League of American Wheelmen In Effective Cycling potential bicyclists
are exposedto all potential street riding situations with ontheroadexperience The resultant
competency of the graduates of this course speak well to the effectiveness of this approach
Local Proqrams
There are safety related education programs which are currently presented in Vail
The Town of Vail police Department offers safety programs available to schools on request
and is usually done at grade school level
Brian Terrett Crime Prevention Officer for the Town of Vail Police Department coordinates
the local bicycle education program This consists of two annual programs The first program
is going to the Red Sandstone Elementary School each spring and giving a safety talkto the
students The second program is held in the summer and is called a Bike Rodeo A bicycle
is put on display and a description of the components is given along with a safety talk
Then the participants ride an obstacle course which is set up to show driving skill and expertise
Eagle County School Programs
Red Sandstone None other then the one put on by Vail Police Department
Minturn Middle School No programs
Vail Mountain School No school wide program Bike safety is stressed through
a riding club by John Frietas as part of a PE program
Eagle Valley Elementary School The police department and safety club from the Eagle Valley
High School put on a bike safety talk and set up an obstacle
course for the kids to ride
Eagle Valley Middle School The Eagle Valley High School sets up and operates a bicycle
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obstacle course and safety clinic
Eagle Valley High School The school has a safety club led by Dwayne Ziegler The
club instructs at the middle and elementary school but
does nothing at the high school
McCoy No programs
Redcliff None other then put on by the Vail Police Department
Battle Mountain No programs
Maintenance
Because the feasibility of bicycling is dependent upon the conditions of the bikeway
keeping that facility clean and in good repair is essential Therefore any expenditure on
the construction of a bicycle facility would be of decrased value unless it is accompanied
by a serious maintenance effort Bicycle facilities have not always received adequate maintenance
and some are deteriorating accordingly
Although both the Public Works and Recreation Department have begun some maintenance
regularly scheduled cleaning is essential and will require some cleaning equipment for paths
Other recommended maintenance activities are repairs sand and snow removal sign maintenance
and replacement and restriping of bike lanes
Maintenance Concerns
Maintenance of street surfaces used by bicyclists is important to the safe and convenient
use of the roadway The conditions of the pavement on the edge of the road surface where
bicyclists ride is also important Crumbling irregular asphalt pavement edges pot holes
and uneven joining of the street pavement to the gutter do exist
As part ofthe original survey of existing street conditions the street system was reviewed
for adequacy of maintenance Many streets were characterized by all of the above described
problems In addition debris from winter snow sanding had accumulated into the traveled
path of bicyclists forcing them into auto traffic lanes
The Public Works Department has a concentrated streetsweeping program for all streets
within the Vail area but no regular streetsweeping program for all bike routes Present
offstreet bicycle paths are characterized by a wide variety of pavement conditions ranging
from the crumbling asphalt of the Golf Course section to the excellent condition of the Pirate
Ship trail segment At present there is no regularly schedule program for bicycle trail
maintenance
Bicycle Parkinq and Storaqe
One factor affecting bicycle use is the availability of secure convenient bicycle storage
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This is of particular concern to commuting and other utilitarian trips because the bicycle
must be left for extended periods of time while business is being conducted
There have been efforts towards providing bicycle storage racks see picture below at
educational shopping and employment activity centers by other the public and private sectors
Most schools in the area provide bicycle parking
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Chapter IV
Design Manual
i Definitions
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1 Bicycle A device having two tandem wheels propelled exclusively by human power
upon which any person may ride
2 Bicycle Path A path or trail separated from the roadway which is for the exclusive
use of bicycles or in some instances for combined bicycle and pedestrian use
3 Bicycle Lane A portion of a roadway which has been designated for preferential or
exclusive use by bicycles It is distinguished from the portion of the roadway for motor
vehicle traffic by a paint stripe curb or other similar device
4 Bike Street A roadway which is officially designated signed and marked as a bicycle
route butwhich is open to motor vehicle travel and upon which no bicycle lane is designated
Sypes of Bikeways
The preferred method of providing bicycle travel is dependent on the type of user and
the primary purpose of the facility safety speed directness etc Bicycle paths can be
designed to satisfy the needs and physical characteristics of the bicycle mode of transportation
when the number of intersecting driveways and streets can be minimized and pedestrian use
is restricted However it is not always possible to provide a bicycle path In urban areas
where availability of rightofwayassociated land use and costs are the governing factors
bicycle lanes and bike streets are the only feasible alternatives Bicycle lanes and bike
streets are also preferable when speed and directness of the route are desired The design
criteria will be presented separately for each of the three different types of bikeway facilities
1 Bicycle Paths 2 Bicycle Lanes and 3 Bike Streets
1 Type I Bikeway Bicycle Path The bicycle path should be located as far from the
traveled way as practicable in order to minimize bicyclemotorist conflicts If within the
roadway rightofway there should be a usual minimum distance of 3 feet and desirable 5 feet
separating the trail from the roadway Separation from pedestrians is desirable where feasible
See Figure I which shows typical widths and clearances for bike paths and sidewalk bike paths
where pedestrian use is permitted
2 Type II Bikeway Bicycle Lane The bicycle lane is developed within the vehicular
t roadway in the outside lane and is intended for the preferential or exclusive use of bicycles
The bicycle lane is delineated by means of pavement markings curbs or traffic buttons
Bicycle lanes may exist with or without vehicular parking on the roadway See Figure 2
Bicycle lanes on roadways should always be oneway because of the potential hazards associated
with opposing directions of travel
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3 Type III Bikeway Bike Street The bike street is specified for bicycle operations
by signs and markings but is also shared with motor vehicle traffic See Figure 3 There
are no barriers either symbolic or physical to delinate a portion of the travel way for
bicycles This type of facility is considered suitable only if motor vehicle volumes are
fairly light with low speed or where other alternatives are not feasible due to automobile
parking inadequate rightofway low bicycle volumes etc
didth Adjustments
Figures 1 and 2 indicate recommended minimum surface widths for bike paths and bike lanes
respectively Five foot wide bike lanes include a one foot separation from the curb as cyclists
should not be forced to use the gutter as part of the bike lane Where heavy parking exists
lanes should be 6 feet wide to provide shy distance from parked cars Figure 2
Where maintenance vehicles are expected to utilixze a bicycle path it may be necessary
to adjust the width in order to acommodate these vehicles
Geometrics
1 Design Speed The speed that a cyclist travels is dependent upon the geometric
features of the traveled way type of bicycle weather conditions and physical condition
of the rider In determining the design speed of a bikeway the geometric features of curvatue
superelevation grade and width of travelled way are used to produce a travelling speed that
is at least as high as the preferred speed of the faster travelers Nearly all bicyclists
1 travel within a speed range of 720mph with an 85th percentile speed of 15mph Design speeds
should usually be 15 mph and on long downgrades speeds of 20 mph or more may be considered
1 For bike lanes and bike streets the design speed necessary to serve motor vehicle operation
will adequately serve bicycle traffic needs
2 Curvature For a given design speed of a bikeway consideration should be given to
the minimum radius of curvature Where bicycle lanes and bike streets follow the roadway
alignment the curvatures designed to accommodate the motor vehicles will be more than adequate
for bicycles However care should be taken for bikeways not paralleling roadways to insure
that the minimum radius of curvature is provided to permit unbraked turns at the design speed
Figure 4 shows a graph for determining the curvature and superelevation for various bikeway
design speeds It should be noted that the superelevation should never exceed 012 feet per
foot
Where the radius of curvature is less than 100 feet it is advisable to widen the bikeway
in order to increase the lateral space required by the cyclist as he leans to the inside of
a turn Figure 5 shows the methodology used in determining the necessary widening to compensate
for lean The amount of widening should be limited to a maximum of 4 feet
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3 Grade Whether or not a bikeway is favorable to cyclists is largely dependent upon
the grade and alignment of the bikeway The amount of energy a cyclist expends in using a
bikeway will affect the usage of the bikeway Therefore the grades should be kept to a minimum
I A bikeway grade should not exceed 10 percent Figure 6 shows the desirable gradients for
various lengths of grade Due to Vails topography however exceptions may be warranted
in some instances
4 Sight Distance Also associated with design speed is stopping distance Figure
7 gives the stopping sight distance for various speeds and related grades The stopping sight
distance for vertical curves can be determined from Figure 8
5 Clearance In order to prevent encroachment conflicts adequate vertical and horizontal
clearances mustbe provided The minimum vertical clearance for overhead obstructions is
8 feet The minimum lateral clearance to an obstruction from the edge of the bike trail pavement
is 3 feet These clearnaces are illustrated in Figure 1
Bicycle Path PavtStructures
The pavement section of a bicycle path must not only be adequate to support the wheel
loads of bicycles and riders but also maintenance vehicles or motorized vehicles which may
cross the trail This section will consist of a base course and a riding surfacewhich is
stable and traversable even in wet weather Materials which might be used for abase course
include aggregate stabilized earth soil cement asphaltic concrete and Portland cement concrete
For recrational travel a dense grade surface of crushed aggregate clay or stabilized soil
may be acceptable Figure 9 shows several pavement sections Exposed base rock next to the
bikeway surface should be avoided and sod or topsoil used instead
Bridqes
Bridges designed exclusively to carry twoway bicycle traffic should have a minimum width
of 8 feet and a minimum of 12 feet where shared with pedestrians Where it is necessary to
carry a bicycle path across a highway structure on a controlled access highway with high volumes
of vehicle traffic the path should be carried outside of the normal bridge shoulder and separated
from the shoulder by a physical barrier concrete barrier railing or fence On low speed
low volume highways the bridge shoulder can be utilized for the path In this case the
shoulder should be adequately signed and marked
Drainave Grates and Bicycle Ramps
For bicycle lanes and bicycle streets the existing street drainage inlet grates may
prove to be a hazard Drainage inlet grates with openings large enough to entrap narrow bicycle
wheels should be either replaced with a bicycleproof grate or modified by welding 1 x
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steel straps to the grates at a spacing of 6 to 8 oncenters Figure 10 depicts standard
bicycle ramp design
1 Intersections and Crossings
The greatest number of conflicts between motorists bicyclists and pedestrians occur
1 at intersections and crossings Elimination of conflicts where bicycle routes cross a roadway
can be accomplished by providing a grade separation but this is not always possible or economically
feasible Some special treatment is then required at intersections to minimize conflicts
1 Bicycle Paths When crossing an arterial street the bike path crossing should either
occur adjacent to the pedestrian crossing where motorists can be expected to stop or at
a location completely out of influence of any intersection to permit adequate opportunity
for bicycliststosee turning vehicles When crossing at midblock locations or at intersections
with local or collector streets rightsofway should be assigned by devices suchas yield
signs stop signs or traffic signals which can be electronically activated by bicycles
1 Bike crossing signs should usually be placed in advance of the crossingtoalert motorists
Ramps should be installed in the curbs to preserve the utility of the bike path
2 Bicycle Lanes Figure 11 illustrates the preferred approach to bike lane design
at intersections Truncating the bike lane short of the intersection 1 allows bicyclists
to move to the left lane to turn if desired and 2 serves to warn both bicyclists and motorists
of possible conflicting movements
3 RightTurn Only Lanes When rightturn only lanes are provided at intersections
cyclists in bike lanes may be trapped in the rightturn lane and unable to travel straight
through the intersection Where a right turn lane of over 50 feet is established the bike
lane should be truncated and a Begin Right Turn Lane Yield to Bicycles sign should be
installed The bike lane may then be resumed between the rightturn lane and the next inside
lane or other provisions should be made to assure adequate space for bicycles Figure 12a
Where a rightturn only lane is less than 50 feet long usually with a traffic island
the bike lane should be truncated and a Right Turning Vehicles Yield to Bicycles sign should
be installed Adequate space for bicyclists in the through lane should be provided Figures
12b
4 BicycleSensitive Loop Detectors At signalized intersections installation of bicyclesensitive
loop detectors well in advance of intersections is desirable especially within bike lanes
and leftturn lanes This is particularly important where signals are trafficactuated and
will not change unless a motor vehicle is present Push button actuators are unsatisfactory
t at intersections as bicyclists must always leave the traffic flow to actuate the signal
25
t Sians and Pay t Markings
In order to insure the safe and efficient operation of a bikeway there must exist adequate
signs and marking to warn bicyclists of hazardous conditions or obstacles to delineate bicycle
rightsofwayto exclude undesired vehicles from the route and to warn motorists and pedestrians
of the presence of bicycle traffic The standard signs to be used on bikeways are shown in
Figure 13
1 Sign Placement The placement of signs is dependent on whether the bikeway is or
is not an independent bikeway The Manual on Uniform Traffic Control Devices MUTCD prescribes
that signs erected on the roadside be mounted with the lower edge of the sign aspecified
minimum above the pavement edge Specified minimums include 5 feet on rural highways 7 feet
in business commercial and residential districts and 7 feet on expressways and freeways
These specifications reflect normal driver vision characteristics However because of head
inclination the bicyclists field of vision appears to be focused lower than that of motor
1 vehicle operators
Therefore on independent bike paths it may be desirable to mount signs so that the
bottom of the sign is 4 to 5 feet above the pavement elevation Lateral placement should
be according tothe Colorado MUTCD except that signs along curbs should have a desirable minimum
clearance of 2 feet from edge of curb to edge of sign Warning signs informing bicylists
of potential hazards should be positioned not less than 50 feet in advance of the hazardous
condition In urban areas warning signs directed to motorists should be positioned a minimum
of onehalf block in advance of any point where bicycles may be encountered
2 Lane Demarcation The MUTCD specifies that solid white lines be used to delinate
the edge of a travel path where travel in the same direction is permitted on both sides of
the line but crossing the line is discouraged It is very important to maintain bikeway lane
line and other pavement markings in good condition so as not to be confused with an old traffic
lane marking which is no longer applicable Reflectorized paint will aid cyclists in night
or bad weather riding
3 Pavement Message Markings Pavement message markings should be used on all bike
lane departures from intersections to ensure that turning vehicles do not stray unknowingly
into the bikeway Word messages such as BIKE LANE or BIKE ONLY painted in at least 5
foot letters appears to be the most effective in informing motorists of lane functions Pavement
markings in the form of directional arrows should not be used in bike lanes at intersections
to indicate that the bikeway turns at that point
25
FIGURE
STANDARD BIKE PATH DESIGN
8Min
III r iiiiiiay3ucKLLYWVoWW
1 ROADWAY Mm I I WAY 5 Min 3Min
2 WAY 8Min
EXCLUSIVE BIKE PATH
1
8Min
1 ROADWAY 3 Min I WAY 8Min 3Min
2 WAY 12Min
1 SIDEWALK BIKEWAY
1
FIGURE 2
STANDARD BIKE LANE DESIGN
1
STRIPING OR
PROTECTIVE DEVICES
it jr IVk
MOTOR VEHICLE LANE 5 Min
BIKE LANE
WITHLITTLE NO PARKING
STRIPING
I rm a 8
I
t
6
7 8
BIKE LANE PARKING
WITH HEAVY PARKING
FIGURE 31STANDARDBIKESTREET DESIGN
2 MIN
BIKE
i
I ROUTE
CA 1
WIDTH VARIES
VEHICLE LANES
29
V tan 6plotof
150
J
I FIR 1 J tan 8
where V a velocity ftsec
I 4
gravity ftsec
acceleration due to
140
I I R radii of curvature ft
J coefficient of friction
130 on dry pavement s 04
I V3 I I tan 9 superelevation rateOftft
120 I mph
I I I I110
100
LL go c Lve
c I Sph l o
9 g o
C C
80 Curvature shall be
V m l I I m based on a normal design
m
70 I
sled of 20 mphWithin
E E limits shown either the
M 2 I I I I E radius or the superelevationE
60 E I x may be varied to fit
V
fiAh I individual situations Thetdependentvariablemaybe
50 I
I I I I I
selected from the adjacent
chart Descending grades in
40 I excess of 7 percent will
I have a design speed of 30
I
V 15 rnph mph Climbing grades in
30 excess of 3 percent may
I I I use a 15 mph design
20 I
speed The descending gradeIVm70determinesthedesignspeed
10
mph
on twoway bikeways
0 0 8 0
0 0 0 o 0
Superelevation Rate FtJFt
STANDARD SUPERELEVATION FOR BIKEWAYS
Source State Of Oregon
FIGURE 4
30
P
e y P1
a v
PAW I a
L
1
R Radius of curvature from Figure 4
W Width of bikeway
D central angle of the curve or the1deflectionbetweentangents
Maximum widening shall be limited to 4 feeL
I
When widening reaches 4 ft 0964 that width shall be carried
on a radius of R4 through the central portion of the curve
eA964 as shown on theright
t CURVE WIDENING
Source State Of Oregon
FIGURE 5
t
I
10
6
v1o
r 41 yes
2
0
3 4 5 6 7 g 9 10
0 1 2
Length of Grade 100 Ft
DESIRABLE GRADIENT
Figure 6
31
1
20
15
I rIIIt111tro
2R F Fo EoiP
10
c 1 11E1
5
0
s I i
o
13 0v o
0 50 too 150 2o0 250 300 350 400
Stopping Sight Distance Ft
S
Vl 367V
30J
Where S stopping sight distance ft Descend
V velocity mph Ascend
J coefficient of friction use 025
G grade ftftriserun
STOPPING SIGHT DISTANCE
Sourcet State Of Oregon
FIGURE 7
r
II
PH I20IV
6
k
Q tC I
r
tl
I it 1
r I I
0 s Ne VCrequreC
0
100 700 300 400 500 600 700 am 900
kilL91hofVVIr lCuFr
Iz where S Stooping sight distance
L 2S A
when SL A Algebraic difference in grade
h4X fteyeheight of cyclist
L AS when SL htc ftheight of object
1001 2h 2hIt L Minimum vertical curve length
BIKEWAY SIGHT DISTANCE FOR
CREST VERTICAL CURVES
Source State Of Oregon
FIGURE 8
t 32
a a 6
1 ASPHALTIC CONCRETE Full Depth
COMPACTED SUBGRAOE
i
b aN4 ASPHALTIC CONCRETE SURFACE
L AGGREGATE OR STABILIZED BASECOMPACTEDSUBGRADE
C ei PORTLAND CEMENTaCONCRETESURFACE
AGGREGATE OR STABILIZED BASECOMPACTEDSUBGRADE
STABILIZED AGGREGATE Soil andraggregatemixedandcompactedtictvclvvrcnyWSUBGRADE
Typical Pavement Structural SectionsforBicycleTrails
FIGURE 9
A
E
Bikeway
1
A
PLAN
1 r 5
I 4minCurb I E
1 I
ELEVATION
Romp Material
and Thickness LobeGutterIS1221maxsameaswalkorbikeway
SECTION A
A
BICYCLE RAP1P
Source State of Oregon
FIGURE 10
33
FIGURE II
BIKE LANE TREATMENT
AT INTERSECTIONS
I LANE
BIKE
I I
1
I l
1 I I
1 3NIB I3Ntn
r r r rr rr r r rte Ir rl rr rr r r r r
II
8 II IIII
I I 0
Gw
X
o CIIn c
1I0Zm
o I I mI00oz
m N
uuro e
BIIEO I rpONLYD MoIZ
RIGHT TURNING
MOTOR VEHICLES
YIELD
BEGIN
RIGHT TURN LANE BIKE TO BIKES
t
YIELD TO BIKES
a LONG RIGHT TURN LANE b SHORT RIGHTTURN LANE
FIGURE 13
STANDARD BIKEWAY SIGNS
1
BIKE ROUTE
BIKE
XING
4 b
KEEP
LEFT RIGHT
c
1
RIGHT TURNING
BEGIN MOTOR VEHICLES
RIGHT TURN LANE YIELDvTOBICYCLES
YIELD TO BIKES
d @
36
1
1
1
1
1
1
CHAPTER V
GOALS AND OBJECTIVES
1
1
i
1
1
1
1
1
1
1
37
CHAPTER V
GOALS AND OBJECTIVES
These goals and objectives were formulated and are meant to act as a guide to the decision
makers regarding construction upkeep facilities programs and policies that affect the
Bikeway system The goals and objectives will aid in the coordination of efforts by citizens
developers local officials and government agencies
GOAL To attain a practical and workable Bikeway System which is safe convenient and
attractive and which will act as an integral part of the circulation system of
Vail
OBJECTIVE To establish bikeways with adequate access and continuity which will link recreation
areas schools employment centers regional trails and various population centers
through Vail
OBJECTIVE To develop a Bikeway that hasminfmal conflict among bicycles motorists and
pedestrians
OBJECTIVE To establish quality standards for design construction and aesthetics that assure
the safety usefulness attractiveness and economy of the Bikeway System
OBJECTIVE Acquire property throughthe planning process and other means for bikeways and
trails in conjunction with the Townscomprehensive plan
GOAL To attain quality service programs to support the proper use safety and awareness
of the Bike System and its interaction with other means of transportation
OBJECTIVE To educate both trail users and vehicles interfacing with trail users in operating
procedures safety requirements and rules of the road as outlined by law and
in penalties for violation of these laws
OBJECTIVE To enhance and implement bicycle safety and training programs as administered
by the Parks and Recreation Department Police Department and by the Colorado
State Patrol and to encourage these programs in public schools
GOAL To attain adequate physical support facilities for bicycle transportation
OBJECTIVE Provide bike racks at trip attractions including schools recreation areas and
places of employment
OBJECTIVE Recommend communications among different modes of transportation by the use of
distinctive signs and provide adequate lighting where needed to increase the
level of safety
38
Facilities and Programs
1 A numbered andor named routing system for commuter routes should be established
2 A recreational routing system which would includerides of varying lengths and interests
as well as directing cyclists to parks and recreation centers should be developed
3 A program should be established and sufficient funds allocated for the continual
maintenance of designated bikeways to keep them clear of glass gravel dirt potholes and
other debris
4 Bicycle parking facilities should be installed throughout the Town in accordance
with the proposed bikeway system such that
a high degree of secrity and convenience is provided
the bicycle interfaces with other modes especially transit and
bicycle parking is required in significant new development
5 Traffic control signals if any should be adapted to accommodate bicycle use along
major routes
6 Bicycle related accidents should be reviewed annually and measures instituted to
deal with hazardous locations
7 Lighting along bikeways should be provided where appropriatet
Ordinances and Regulations
1 Current town ordinances regarding bicycles and motorists relationship should be
revised to
update definitions
improve the registrationlicensing system
increaseflexibility for cyclists to mix with automobile traffic where turning movements
and hazards dictate it
2 Bikeway facilities should be required in new subdivisions or projects in accordance
with the adopted Bikeway System
3 Bicycle Parking Facilities Considerations should be given in the Zoning Ordinance
and planning reviews to require street furniture specifically bicycle racks at office buildings
schools stores churches employment centers recreation facilities and bus stops To discourage
theft the facilitiy should be located near regular pedestrian traffic or indirect sight
of the buildingspersonnel The facilities shall be located where direct morning sunlight
will melt any snow or ice accumulations
4 Enforcement of laws related to bicycles and to the motorists relationship to bicycles
should be increased
5 The suggested Bikeway Desian Manual system should be studied reviewed adapted and
utilized as the basis for new bikeway facility design within the Town of Vail
39
Implementation and Fundinq
1 The Vail Biking Plan should be implemented through increased levels of funding in
the Capital Improvements Program and in the Annual Operating Budget
2 The highest priority for funding should be given to projects which overcome barriers
to continuous bicycle travel These projects should in most cases be developed as MP
projects separate from the Bikeway Program
3 Bikeway considerations should be incorporated into intersection and roadway designs
by the Town and the State Department of Highways and Public Transportation
4 The Town should actively pursue funding sources available from the State and Federal
government for bikeway implementation
Public Information Safety and F Lion
1 Frequent and clearly identifiable signing should be provided for bicyclists including
route numbers and destinations where appropriate
2 Bikeway route maps should be easy to understand andreadily available throughout
the town
3 Bicycle safety programs should be developed to instruct cyclists and motorists about
cycling safety precautions and the legal rights and responsibilities of bicyclists The town
should actively encourage use of these programs in schools service clubs civic organizations
etc
4 Public service announcements through the media of television radio newspapers
and magazines should be used to familiarize motorists bicyclists and pedestrians with bicycle
safety rules
5 The town should continue to sponsor bicycle events such as the Coors Classic in
conjunction with registrationlicensing and safety programs
Evaluation
1 The Vail Bikeway Plan should be evaluated and updated every three years based on
public opinion survey meetings with concerned citizens neighborhood groups PTAs bicycling
clubs etc and public hearings on proposed revisions
2 Citizen comments on bicycle safety programs proposed bikeway improvements and on
bicycle needs inroadway construction and improvements should be solicited
40