
At full build-out, Measure A would generate approximately 14,680 Average
Daily Trips from six new hillside neighborhoods. With no new planned
arterial streets, these trips would all be required to use the Poli
Street/Foothill Road facility for east-west travel and for access to
north-south connector streets into the City street network. Level of
Service would degrade from "A" and "B" to "E"
and "F" on the four segments analyzed.
Measure A Trip
Generation. Based on current accepted trip generation studies as compiled
by the Institute of Transportation Engineers (ITE), vehicular trips
can be estimated depending on the type of land uses proposed. These
estimates are used by most public agency engineering departments to
project traffic from proposed developments and understand impacts and
resulting required modifications to urban street networks in development-affected
areas. The data are categorized by daily occurrence, and are referred
to as average daily trips (ADT).
There are four
land use categories proposed in Measure A that will generate vehicular
trips. These are: single-family residential; townhouse residential;
neighborhood-serving commercial; and, neighborhood park. Table 1 illustrates
the proposed land uses, the amount of development per category, the
trip factor per unit, and the resulting trips generated by each land
use.
Of the land use
development types proposed in Measure A, single-family residential uses
will generate the largest number of new trips. Analysis of the Open
80 Master Plan indicates that of the 1,390 dwelling units proposed,
1,285 will be single-family dwelling units. The ITE estimates that for
each new single-family dwelling unit developed, an average of 57 trips
will be generated. This results in 12,297 new ADT for the single-family
development portion of the proposed Measure A development.
The Open 80 Master
Plan indicates that in three of the neighborhoods (Hall Canyon, Poinsettia
Terrace and Sexton Canyon) attached or zero lot line units (i.e., townhouses)
may be constructed. Since these types of units typically generate fewer
daily trips than single-family detached homes, this analysis takes a
conservative approach and includes a portion of townhouse units in the
traffic analysis. (Using only single family detached units to estimate
the number of daily trips generated by the proposal would yield higher
trip estimates.)
Based on analysis
of the illustrative master plan renderings in Exhibit D of Measure A,
it is projected that 105 townhouse-style dwelling units would be built
(7.5% of the 1,390 dwelling units in the Measure). This category of
land use generates an average of 5.86 trips per unit, according to the
ITE. Therefore, 616 average daily trips would be generated from this
type of hillside development proposed in the Open 80 Master Plan.
A total of 40,000
square feet of commercial development would be developed at two "town
centers." Since detailed retail or office use types have not been
identified in Measure A, this analysis uses the broader factor category
of "shopping centers." The ITE generation rate for shopping
centers is 42.92 average daily trips per 1000 square feet of development.
The anticipated average daily trip totals for the commercial component
of the Measure A development would therefore be 1,717.
Finally, Measure
A calls for 32 acres of parkland, in two locations. The ITE trip generation
rate for this land use category is 1.59 average daily trips per acre.
Therefore, there would be a total of 51 average daily trips generated
from the neighborhood park uses. After combining the number of trips
generated in each land use category, a total of 14,680 trips would be
generated by the Measure A development.
Existing Operational
Conditions of Foothill Road. The City of Ventura keeps updated information
on the number of ADT that occur on arterial and other important streets
in the City. These data were recently presented in the City's Comprehensive
Plan Background Report (August 2002). Street segments are designed to
handle a particular amount of ADT. Physical factors that are influence
a street's ability to accommodate ADT include number of travel lanes
per direction of traffic, number of intervening intersections, number
of traffic signals, and overall road width. Using this combination of
factors, roadway segments are rated for their carrying capacity. By
dividing the roadway capacity by the number of ADT, engineers determine
a statistic called the volume-to-capacity ratio, or V/C ratio.
From this V/C statistic,
a street segment's operational function can be determined. The system
most widely used to describe this function is the Level of Service calculation,
or LOS. LOS ratings vary from level of service of "A" (roadways
operate with free flow conditions) to level of service o "F"
(severe congestion).
Table 2 provides
a summary of existing operational data for four segments of Foothill
Road between Seaward Avenue and Victoria Avenue.

The data illustrate
that at present Foothill Road generally operates with free-flow conditions.
Impacts of Measure
A on Foothill Road. As described above, a total of 14,640 additional
trips per day would be expected to be generated from the development
proposed in Measure A. Using a generalized distribution of trips from
the developed areas based on current traffic origin and destination
data available for Ventura, it is estimated that 40% of the Measure
A trips would use Foothill Road in a westerly direction, 40% would use
Foothill Road to access southbound routes, and 20% would travel easterly.
To calculate impacts to Foothill Road street segments, this distribution
pattern was used to calculate the additional traffic from Measure A
development that would travel on each of the Foothill Road segments.
The resulting impacts are shown in Table 3.
Measure A development would add trips to the segments of Foothill Road
in varying amounts in accordance with projected future trip distribution
patterns. The Seaward to Hillmont Avenuesegment would be expected to
experience an addition of 10,000 ADT. The Hillmont Avenue to Hamilton
Street/Ashwood Avenue segment would be expected to experience an addition
of 6,000 ADT. The segment from Hamilton /Ashwood Avenue to Day Road
would be expected to experience an addition of 9,000 ADT, and the segment
from Day Road to Victoria Avenue would be expected to experience an
increase of 5,000 ADT. The capacity of Foothill Road from Seaward Avenue
to Day Road would be exceeded, and for each of the three segments in
that span of roadway, level of service would degrade to LOS "F."
For the segment from Day Road to Victoria Avenue, level of service would
decline to LOS "E."
Mitigation of
Impacts. Typically, level of service impacts identified through detailed
traffic reports require mitigation. Usually, this mitigation is accomplished
through provision of (1) new alternative arterial roads that can carry
the increased traffic burden, or (2) expansion in capacity of the system
through the addition of traffic lanes and through a variety of traffic
control devices (traffic signals and signage). In the case of the Measure
A development proposal, no new arterial roads have been identified.
Therefore, it is expected that mitigation would be required to increase
capacity along Foothill Road and Poli Street through the length of the
impact zone. Typically, the City has required that additional travel
lanes be constructed to provide additional capacity. Such an approach
would have serious consequences to existing residential neighborhoods
that line most of Foothill Road and all of Poli Street. For undeveloped
segments along the north side of the road, extensive grading and slope
stabilization would be required to add the necessary additional width.
Preliminary analysis indicates that as many seven new traffic signals
would be required along Foothill Road and surrounding streets.
Conclusion. The
Measure A development would generate an additional 14,680 average daily
trips to Ventura's street system. Since no new arterial roadways are
planned to accommodate these trips, Foothill Road would be the primary
arterial street receiving the increased traffic load. The effect would
be serious congestion of Foothill Road, resulting in a degradation of
Level of Service from "A" (free flow conditions) experienced
today to "F" (seriously congested) to two of the four roadway
segments, and a degradation from LOS "A" to "E"
and LOS "B" to "E" on the other two segments. A
more detailed analysis is warranted to ascertain precise impacts to
neighborhood streets and the citywide roadway network.
Because the trips
would not stop at Foothill Road, but would use the arterial to feed
into the overall street system, a more detailed traffic analysis is
warranted to determine which additional roadways and intersections of
the City's street system would be impacted and what mitigation measures
are necessary to ameliorate those impacts.
Sources
Institute of Transportation Engineers, Trip Generation, 6th Edition,
1997
City of Ventura, Comprehensive Plan Update Background Report,
August 2002
Lloyd Properties LLC Open 80 Master Plan Act, 2002
© 2002 Ventura
Citizens for Hillside Preservation VCHP, No on Measure A Committee
Top