HomeMy WebLinkAboutGENERAL PLAN TRAFFIC STUDY JUNE 2009 41 Corporate Park,Suite 30d Irvine,CA 92606 949.660.1994 main 949.660.1911 fax www.urbanxro"s.com
URBAN
CR
June 18, 2009
Mr. Tom Weiner
CITY OF LAKE ELSINORE
130 South Main Street
Lake Elsinore, CA 92530
Subject: City of Lake Elsinore General Plan Update City Council Directed Scenario Traffic
Analysis Results
Dear Mr. Weiner:
Urban Crossroads, Inc. is pleased to provide this letter report summarizing the results of our analysis of
the City Council Directed (CCD) scenario. This work has been completed in support of the ongoing
General Plan update under direction of City staff. This letter report summarizes the key data inputs, as
well as the intermediate and final results for the City Council Directed scenario. The results are
compared to the currently adopted General Plan and previously published results for the Preferred
General Plan scenario contained in the report City of Lake Elsinore General Plan Traffic Study (Urban
Crossroads, Inc., January 24, 2007) to assist the project team and City of Lake Elsinore decision
makers in understanding how the results for the CCD scenario differ from the currently adopted
General Plan and the previous study results.
BACKGROUND INFORMATION
The information in this letter report has been prepared based on the adopted General Plan Circulation
Element at the time the previously published General Plan Update Traffic Study was prepared, as well
as the recommended Circulation Element roadway system from the previously published General Plan
Update Traffic Study traffic study. The currently adopted Circulation Element roadway system at the
time the traffic study was initially prepared (2006) is depicted on Exhibit A. The currently adopted
General Plan cross-sections are presented on Exhibit B. The City's General Plan roadway system
includes local streets (2 lane undivided roadways) up to an Urban Arterial — State Highway designation
(8-lane divided roadway).
05059-09_Report
Mr. Tom Weiner
CITY OF LAKE ELSINORE
June 18, 2009
Page 2
Exhibit C presents the City of Lake Elsinore Preferred General Plan Scenario previously recommended
roadway system, while Exhibit D presents the City of Lake Elsinore Preferred General Plan Scenario
previously recommended roadway cross-sections. The Preferred General Plan Scenario previously
recommended key intersection improvements are presented on Exhibit E for ease of reference /
informational purposes. The reader is referred to the previously published General Plan update traffic
study for a detailed discussion of changes from the currently adopted Circulation Element roadway
system embodied in the Preferred General Plan Scenario recommendations.
MODELED ROADWAY SYSTEM
The modeled roadway system for the City Council Directed Scenario is derived from the previously
recommended General Plan Preferred Scenario Circulation Element roadway system. The roadway
system that has been modeled for purposes of evaluating the City Council Directed land use scenario
includes several modifications compared to the previously recommended General Plan Preferred
Scenario Circulation Element roadway system. The modeled roadway system is shown on Exhibit F.
The modeled roadway system is based on the roadway system that was recommended in the previous
traffic study, with some additional modifications. The additional modifications occurred in four different
areas and include:
• SR-74 / 1-15 Freeway interchange area — The roadways in this area have been modeled
consistent with the most current configuration / improvements being evaluated by the Project
Development Team, including the City of Lake Elsinore and the California Department of
Transportation. The proposed configuration will include a loop on-ramp from SR-74 eastbound
to the 1-15 Freeway northbound and will limit Dexter Avenue to right turn in/out only movements.
Also, the Riverside Drive overcrossing will be aligned to connect directly with Cambern Avenue
to facilitate use as a parallel / alternative route to SR-74 for traffic wishing to cross the 1-15
Freeway.
• Pacific Clay / Alberhill Ridge area — The roadway system in this area has been modified to
reflect the proposed roadway system being contemplated by the team developing an overall
land and circulation plan for this area. The primary change is that the alignment of Temescal
Canyon Road would be modified to curve south and connect with the extension of Lincoln
Street.
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CITY OF LAKE ELSINORE
June 18, 2009
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• Franklin Street / 1-15 Freeway overcrossing area - A new 1-15 Freeway interchange is being
contemplated at this location and is included in the modeled roadway network.
• Railroad Canyon Road / 1-15 Freeway interchange area — The roadways in this area have been
modeled consistent with the most current configuration being evaluated by the Project
Development Team, including the City of Lake Elsinore and the California Department of
Transportation. The proposed configuration will include relocating the northbound ramps to
Grape Street and relocating the southbound ramps to Auto Center Drive. Both sets of ramps
would be located south of Railroad Canyon Road.
CITY COUNCIL DIRECTED LAND USE DATA
The City Council Directed General Plan land use data was provided by the City of Lake Elsinore. Exhibit G
illustrates the land use data overlay on the WRSATM TAZ structure for the City Council Directed General
Plan conditions. Table 1 summarizes the generalized land use data for the City Council Directed scenario.
Table 1 also compares the City Council Directed land use data to the previously published Preferred
Alternative scenario.
As shown on Table 1, over 4,000 acres of Low and Low-Medium density residential uses have been
transferred to the Hillside Residential land use category. At the same time, new categories of non-
residential use, including Gateway Commercial and Downtown Recreational use have been added to
the proposed land use. The quantity of Commercial Mixed Use land use have also increased by 292
hundred acres. The removal of the Meadowbrook area is balanced by the inclusion of explicit land use
(Hillside Residential uses) along the western boundary of the City (this area was unclassified in the
previous analysis).
The data in Table 1 reflects the land use data provided by City staff in electronic format. Subsequent
refinements to the data have also been completed per the direction of City staff. These refinements
include:
• Accounting for explicit modifications related to the Pacific Clay / Alberhill Ridge area (generally
located at the northerly end of the City and west of the 1-15 Freeway), which have been
incorporated into the subsequent socioeconomic data developed for modeling purposes. Per
City of Lake Elsinore General Plan Update City Council Directed Scenario OURBAN
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June 18, 2009
Page 4
direction of City staff, Urban Crossroads, Inc. has been providing independent modeling support
services to the Pacific-Clay /Alberhill Ridge team. Attachment A shows the project land use and
circulation system, provided by the Pacific-Clay / Alberhill Ridge project team, for traffic
modeling purposes.
• The representation of the Commercial Mixed Use area of the Diamond Specific Plan (located
Diamond Drive at Mission Trail) has been refined to match the project description that has been
included in recently completed traffic for the project. The refined socioeconomic data is also
included in Attachment A to this letter report.
• Tentative Parcel Map 36193 uses have been revised to reflect High Density Residential uses,
consistent with the proposed project uses.
• The commercial mixed use area northeast of the intersection of Grand Avenue (NS) at Macy
Street (EW) has been revised to the Residential Mixed Use designation.
• The southwest corner of the intersection of Lincoln Street (NS) at Riverside Drive (EW) has
also been revised to the Residential Mixed Use designation.
• The area east of Langstaff Street between Pottery Street and Flint Street has been designated
as High Density Residential use.
• The Skylark Airport area designation has been revised from General Commercial to Limited
Industrial land use.
SOCIOECONOMIC DATA (SED) CONVERSION
The land use data provided by the City of Lake Elsinore staff has been combined with the Traffic Analysis
Zone (TAZ) system in the City of Lake Elsinore to develop land use by TAZ. These land use quantities are
then converted into socio-economic data (SED) for use in the modeling, with SED conversion factors.
Table 2 shows the non-residential SED conversion factors and the background data used in the
development process. All of the SED conversion factors (for both residential and non-residential uses) are
shown on Table 3. These factors are identical to the factors used in the January, 2007 traffic study, except
for the addition of three categories:
• Lakeside Residential has been included with the same factors as used for Low Density Residential.
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• The Gateway Commercial category allows for multi-story office buildings near the 1-15 freeway. A
Floor Area Ratio (FAR) of 0.75 has been assumed. The number of employees per square foot and
the retail employment percent are the same as for the Industrial/ Business Park land use.
• A Downtown Recreational category has been added for use near the intersection of Spring Street
at Lakeshore Drive. The total employment per acre is double the employment per acre for the
general Recreational category, with the same percentage of retail employment as for General
Commercial category. A preliminary trip generation calculation has been performed for this use
and indicates that: the 34.68 acre Downtown Recreational site generates approximately 3,622 daily
trips.
Table 4 summarizes the City Council Directed SED and compares it to the SED that was developed for
the previously published Preferred Alternative. SED by TAZ is included as Attachment B to this report. The
data contained in Table 4 includes SED developed specifically for the Pacific Clay / Alberhill Ridge area
and the Diamond Specific Plan to ensure consistency with recently published studies and /or accurate
assessment of potential traffic generated by these areas. Table 4 shows the total SED for the entire study
area (as included in the January, 2007 traffic study), and provides a comparison to the previously
published Preferred General Plan alternative. The northeast border of the study area in the Preferred plan
extended to Ethanac Road, but now is terminated just north of Riverside Street. To provide a comparison
of the same land area, RCIP SED has been included for the City Council Directed scenario in that area.
Total SED for the City Council Directed scenario with these uses includes 62,205 Single-Family Dwelling
Units, 19,660 Multi-Family Dwelling Units, 250,081 Population, 36,130 Retail Employees, and 91,492 Total
Employees. There is a decrease in dwelling units of 4.73%, and an increase in employment of 14.43%.
The increase in retail employment, which is a high traffic generating variable, is 21.05%.
TRIP GENERATION
The SED for the City Council Directed has been input to the traffic model trip generation procedures and
the resulting trip generation is summarized on Table 5. As shown on Table 6, the City Council Directed
scenario will generate a total of 1,944,568 trip-ends. This represents an increase of 129,944 trip-ends
compared to the previously published General Plan Preferred Alternative. Most of the increase occurs in
the Home-Shop attractions (+40,917 trip ends), Other-Other productions (+35,662) and Home-Other
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Mr. Tom Weiner
CITY OF LAKE ELSINORE
June 18, 2009
Page 6
attractions (+ 28,484). These increases are all related to the increase in employment previously described.
Attachment C to this report is a summary of trip generation by traffic analysis zone for the City of Lake
Elsinore.
DAILY TRAFFIC VOLUME FORECASTS
The traffic modeling process and volume refinement procedures have been performed for the City Council
Directed scenario. Exhibit H presents the City Council Directed scenario daily traffic volume forecasts. The
highest projected daily traffic volumes are anticipated in the vicinity of the various 1-15 Freeway
interchanges, including Lake Street, Nichols Road, Central Avenue, Railroad Canyon Road, and Bundy
Canyon Road. The greatest change compared to the previously published Preferred alternative is in the
vicinity of the Nichols Road interchange. The increased daily volumes in the vicinity of the Nichols Road
interchange are a result of the combination of the changes in land use for the Pacific Clay/Alberhill Ridge
area and the commercial uses located just east of the interchange.
FUTURE PEAK HOUR CONDITIONS
The future peak hour AM and PM peak hour traffic volumes at the key intersection analysis locations are
presented on Exhibit I and Exhibit J, respectively. These volumes have been analyzed to determine the
improvements needed to provide acceptable peak hour traffic operations at the key intersections. Table 6
summarizes the results of this analysis and also presents the previously published existing conditions and
General Plan Preferred alternative results for comparative purposes. Attachment D to this report contains
the detailed peak hour intersection traffic operations analysis worksheets.
Approximately 1/3rd of the study area intersections require the same improvements as the previously
published preferred General Plan alternative. The following locations include additional improvements
or modified configurations which are as follows:
• Lake Street (NS) at 1-15 Southbound Ramps (EW) [Location 2]
o An eastbound free-right turn lane is recommended at the 1-15 Southbound Off-Ramp
due to higher land use intensity for the area southwest of the 1-15 Freeway adjacent to
Lake Street.
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Lake Street (NS) at Road "A"—Alberhill Ridge Road (EW) [Location 31
o Additional (third) northbound and southbound through lanes along Lake Street are
recommended, which is consistent with the General Plan classification of an Urban
Arterial.
o A southbound free-right turn lane is needed to accommodate high AM and PM peak
hour right turn volumes that exceed 1,000 vehicles.
o These additional improvements are needed due to higher traffic volumes generated by
the more intense land uses included in the City Council Directed Scenario for the areas
southwest of the 1-15 Freeway adjacent to Lake Street.
o The new west leg (Alberhill Ridge Road) is based on the roadway network concept being
developed for the Pacific Clay /Alberhill Ridge project.
• Lake Street (NS) at Lakeshore Drive (EW) [Location 41
o A westbound free-right turn lane is needed to accommodate high peak hour right turn
volumes in excess of 1,300 vehicles.
The additional westbound right turn volume reflects an increase in traffic related to
intensified land uses in the Pacific Clay/Alberhill Ridge project area.
• 1-15 Northbound Ramps (NS) at Nichols Road (EW) [Location 71
o A northbound free-right turn lane is needed to accommodate high peak hour right turn
volumes at approximately 1,000 vehicles.
c Additional (third) eastbound and westbound through lanes along Nichols Road are
recommended, which is consistent to the General Plan classification of an Urban
Arterial.
o The additional improvements appear related to the large commercially designated land
uses located east of the I-15 Freeway, as well as the intensified land uses in the Pacific
Clay/Alberhill Ridge project area.
• 1-15 Northbound Ramps (NS) at Central Avenue/SR-74 (EW) [Location 8]
o This location has been reconfigured per the most current interchange configuration
being evaluated by the Project Development Team for the 1-15/SR-74 Interchange.
o An additional (fourth) lane is needed at the 1-15 Northbound Off-Ramp (northbound
approach) to accommodate high peak hour left and right turn volumes that each exceeds
1,000 vehicles.
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o An additional (third) westbound through lane along Central Avenue/SR-74 are
recommended, which is consistent with the General Plan classification of an Urban
Arterial.
o The eastbound approach has been reconfigured to include a loop on-ramp to the
Northbound 1-15 Freeway. Dexter Avenue is no longer part of the interchange
intersection, consistent with the most current interchange configuration being evaluated
by the Project Development Team for the 1-15/SR-74 Interchange.
• 1-15 Northbound Ramps (NS) at Bundy Canyon Road (EW) [Location 9]
o Additional (third) eastbound and westbound through lanes along Bundy Canyon Road
are recommended, which is consistent with the Riverside County General Plan
classification of an Urban Arterial.
o The recommended westbound right turn lane can be a standard (exclusive) right turn
lane, rather than the previously recommended free right turn lane.
o The recommended northbound approach configuration is an exclusive left turn lane, a
shared left-right turn lane, and an exclusive right turn lane. The previously recommended
free right turn lane configuration is no longer necessary with this configuration.
o The recommended geometry is consistent with recently completed studies in the area,
such as the Diamond Specific Plan.
• 1-15 Southbound Ramps (NS) at Nichols Road (EW) [Location 10]
o A third southbound left right turn lane is needed to accommodate high peak hour left turn
volumes at approximately 1,200 vehicles.
o Additional (third) eastbound and westbound through lanes along Nichols Road are
recommended, which is consistent with the General Plan classification of an Urban
Arterial.
o The PM peak hour delay (45.7 seconds) slightly exceeds the desired Caltrans threshold
of 45 seconds of delay.
o The additional improvements appear related to the large commercially designated land
uses located east of the 1-15 Freeway, as well as the intensified land uses in the Pacific
Clay/Alberhill Ridge project area.
1-15 Southbound Ramps (NS) at Central Avenue/SR-74 (EW) [Location 11]
o This location has been reconfigured per the most current interchange configuration
being evaluated by the Project Development Team for the 1-15/SR-74 Interchange.
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o Additional (second) southbound left and right lanes are needed at the 1-15 Southbound
Off-Ramp to accommodate high peak hour left and right turn volumes that are each
approximately 800 vehicles.
o Additional (third) eastbound and westbound through lanes along Central Avenue/SR-74
are recommended, which is consistent with the General Plan classification of an Urban
Arterial.
o An additional (2nd) eastbound right turn lane is also recommended to serve anticipated
volumes of nearly 900 vehicles per hour during the AM peak hour and over 1,000
vehicles per hour in the PM peak hour.
• Riverside Drive (NS) at Grand Avenue/SR-74 (EW) [Location 131
o A southbound free-right turn lane and additional eastbound left turn lanes (total of 2
eastbound left turn lanes) are needed to accommodate high peak hour turning volumes
that exceed 1,000 vehicles.
o The higher turning movements / increased utilization of Grand Avenue appear to be
related to the changes in roadway network configuration and /or land uses in the Pacific
Clay/Alberhill Ridge project area.
• Grand Avenue (NS) at Ortega Highway/SR-74 (EW) [Location 14]
o Additional (third) northbound and southbound through lanes along Grand Avenue are
recommended, which is consistent with the General Plan classification of an Urban
Arterial.
• Collier Avenue (NS) at Riverside Drive (EW) [Location 15]
o An additional (second) northbound through lane is needed along Collier Avenue to
accommodate overall higher traffic caused by the intensified land use in the area. The
recommended second northbound through lane is consistent with the General Plan
roadway classifications for Collier Avenue.
• Collier Avenue (NS) at Central Avenue (EW) [Location 16]
o Although number of travel lanes is the same as previously recommended (and even
reduced for the northbound approach), the lane configuration has been modified to
accommodate / reflect variations in the traffic patterns at this intersection. The
recommended geometry is relatively consistent with the recently completed 1-15/SR-74
Interchange Project Study Report (the number of lanes is identical, with slightly different
allocation of lanes on the southbound approach).
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• Riverside Street (NS) at Central Avenue/SR-74 (EW) [Location 17]
o The intersection lane configuration has been modified to be consistent with the General
Plan classification for Riverside Street and Central Avenue/SR-74. The previously
recommended third northbound through lane on Riverside Street has been eliminated,
while a new (1 s) eastbound right turn lane is recommended on SR-74 to serve the
relatively heavy right turn movements (483 vehicles per hour in the PM peak hour).
• Greenwald Avenue (NS) at Central Avenue/SR-74 (EW) [Location 18]
o The overall recommended intersection improvements have been reduced for
consistency with the General Plan classification for Greenwald Avenue and Central
Avenue/SR-74.
• Rosetta Canyon Road (NS) at Central Avenue/SR-74 (EW) [Location 19]
o A second northbound right turn lane and an eastbound right-turn overlap phasing are
needed to improve intersection operations due to slightly higher through traffic along
Central Avenue/SR-74. A third westbound through lane, consistent with the General
Plan classification, is also required.
• Main Street (NS) at Camino Del Norte (EW) [Location 24]
o A second westbound left turn lane is needed at this location as a result of increased
traffic traveling to and from the areas east of this intersection along Camino Del Norte.
Although the number of northbound approach lanes is the same as previously
recommended, the northbound lane configuration has been modified from 2 left turn
lanes and a single right turn lane to a single left turn lane and 2 right turn lanes to
accommodate the increased traffic traveling to and from the areas east of this
intersection along Camino Del Norte
• Main Street (NS) at 1-15 Southbound Ramps (EW) [Location 26]
o A second southbound through lane is needed to accommodate the slightly higher traffic
volumes at this location. The improvement is consistent with the General Plan
classification for Main Street.
• Old Franklin Street (NS) at Auto Center Drive (EW) [Location 28]
o This intersection has been reconfigured for consistency with the current concept plans
for this area (new Franklin Street interchange). Additional (second) eastbound and
westbound through lanes along Auto Center Drive are recommended, which is
consistent with the General Plan classification and required to accommodate increased
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traffic volumes. The higher traffic volumes are due to the redistribution of traffic related
to the new 1-15 interchange at Franklin Street.
• Summerhill Drive-Grape Street (NS) at Railroad Canyon Road (EW) [Location 29]
o The eastbound travel lanes have been reallocated and an additional westbound travel
lane (2nd right turn lane) on Railroad Canyon Road is needed to accommodate higher
turning movements due to the redistribution of traffic caused by the new interchange
configuration for the 1-15/Railroad Canyon Road Interchange. The peak hour level of
service / average delays will meet City of Lake Elsinore requirements, however the
desired Caltrans threshold of 45 seconds of delay will be exceeded during both the AM
and the PM peak hours of traffic at this intersection.
• Grape Street (NS) at 1-15 Northbound Ramps (EW) [Location 30]
o New interchange configuration for the 1-1 5/Railroad Canyon Road Interchange.
• Railroad Canyon Road (NS) at Canyon Hills Road (EW) [Location 31]
o A fourth northbound through lane, a second southbound left turn lane, and a westbound
right-turn overlap phasing are needed to accommodate higher turning movements due to
the higher traffic caused by the intensified land use in the area.
• Casino Drive (NS) at 1-15 Southbound Ramps (EW) [Location 32]
o New interchange configuration for the 1-1 5/Railroad Canyon Road Interchange.
• Diamond Drive (NS) at Lakeshore Drive-Mission Trail (EW) [33]
o A third southbound through lane and a second right turn lane are needed accommodate
higher traffic at this intersection. The higher turning movements are caused by the
increased utilization of Lakeshore Avenue and Diamond Drive as a thoroughfare for the
area. This configuration is consistent with other recent studies (Diamond Drive Specific
Plan traffic study).
• Mission Trail (NS) at Malaga Road (EW) [Location 34]
o An additional northbound right turn lane is recommended while the westbound approach
has been modified to be consistent with the General Plan classification.
o The recommended geometry contains less lane improvements than the recently
completed Diamond Specific Plan traffic study.
• Mission Trail (NS) at Corydon Road (EW) [Location 351
City of Lake Elsinore General Plan Update City Council Directed Scenario
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CITY OF LAKE ELSINORE
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o An additional (second) eastbound left turn lane is recommended to accommodate high
left turn traffic at this intersection. This improvement is consistent with the General Plan
classification for Corydon Road.
o The recommended geometry contains less lane improvements than the recently
completed Diamond Specific Plan traffic study.
• Mission Trail (NS) at Bundy Canyon Road (EW) [Location 361
o The westbound approach has been modified to be consistent with the General Plan
classification and includes a second westbound through lane.
o The recommended geometry contains less lane improvements than the recently
completed Diamond Specific Plan traffic study.
• Grand Avenue (NS) at Corydon Road (EW) [Location 37]
o Additional northbound and southbound travel lanes, consistent with the General Plan
classification are recommended to accommodate higher overall traffic at this
intersection.
• Auto Center Drive-Casino Drive (NS) at Railroad Canyon Road (EW) [Location 38]
o This location was not previously analyzed. The recommended improvements Additional
northbound and southbound travel lanes, consistent with the General Plan classification
are recommended to accommodate higher overall traffic at this intersection.
RECOMMENDED CITY COUNCIL DIRECTED SCENARIO ROADWAY SYSTEM
The recommended City Council Directed Scenario roadway system has been developed based on review
of the future daily traffic volumes (previously presented on Exhibit H), the peak hour operations analysis,
and the needed intersection improvements. The recommended City Council Directed Scenario General
Plan Circulation Element roadway classifications are depicted on Exhibit K. The recommended roadway
cross-sections are unchanged from those previously shown on Exhibit D. In addition to the refinements
discussed previously and included in the modeled roadway network (Exhibit F), the following changes are
also recommended:
• Lake Street from Road "A" to the 1-15 Freeway Northbound Ramps: Upgrade to an Augmented
Urban Arterial designation.
• Road "A"from Temescal Canyon Road to Lake Street: Upgrade to an Urban Arterial.
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• Lincoln Street from Grand Avenue— Lake Street to Machado Street: Downgrade from a Major to a
Secondary.
• Grand Avenue from Machado Street to Riverside Drive: Upgrade from a Collector to a Secondary.
• Nichols Road from Alberhill Ridge Road to Collier Street: Upgrade from a Primary to an Urban
Arterial.
• Nichols Road from Collier Street to east of the 1-15 Freeway (exact limit will be determined in
conjunction with future development of commercial areas along Nichols Road in this vicinity):
Upgrade from an Urban Arterial to an Augmented Urban Arterial.
• Rosarita Drive — Conard Avenue from Nichols Road to Central Avenue (SR-74): Upgrade from a
Collector to a Secondary.
• Downtown Area: The Downtown Master Plan contains explicit recommendations for roadway
designations throughout the Downtown Area. Rather than recap all of the information in the
Downtown Master Plan, the recommended roadway classification exhibit directs the reader to the
Downtown Master Plan itself.
Exhibit L summarizes the recommended key intersection configurations and improvements. Any changes
in the recommended improvements were discussed in previous sections of the report.
CLOSING
Urban Crossroads, Inc. is pleased to provide this report for your use. Please fee free to call me at (949)
660-1994 x210 if you have any questions or wish to the information contained in this report.
Respectfully submitted,
URBAN CROSSROADS, INC.
Carleton Waters. P. E.
Principal
CW:lr
J N:05059-09_Report
Attachment
City of Lake Elsinore General Plan Update City Council Directed Scenario ��URBAN City of Lake Elsinore.CA(JN 05059-09_Report)
GROSSROAOS
EXHIBIT A
CITY OF LAKE ELSINORE CURRENTLY ADOPTED
GENERAL PLAN CIRCULATION ELEMENT ROADWAY SYSTEM
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Lake Elsinore General Plan Update:City Council Directed Scenano OURBAN
City o(Lake Elsinore, CA(JN-05059:007.dwg)
EXHIBIT B
CITY OF LAKE ELSINORE CURRENTLY ADOPTED
GENERAL PLAN ROADWAY CROSS-SECTIONS
WIN
69'
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12 12 10'
COLLECTOR HIGHWAY
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4
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a'
14' 11' 11' - 10'
MEDIAN
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R(W R!W
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80'
10' 6' 15' 12' 0.1.8 14' 12' 1 15' 6' 10'
MEDIAN
4
MAJOR HIGHWAY
(4-LANE)
R/W RAW
120'
96'
12' 6' 12' 11' 12' 14' 12' 11' 12' 6' 12'
MEDIAN
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URBAN ARTERIAL HIGHWAY
(8-LANE)
R/W RM
134'
110,
j. 10 12' 12' 14' 14' 14' 12 1 12 1 10'
T t
URBAN ARTERIAL-STATE HIGHWAY
(6-LANE)
Lake Elsinore General Plan Update:City Council Directed Scenario
City of Lake Elsinore, CA(JN-05059:008.dwg) URBAN
CROSSROADS
EXHIBIT C
CITY OF LAKE ELSINORE PREFERRED GENERAL PLAN SCENARIO
PREVIOUSLY RECOMMENDED ROADWAY SYSTEM
JY
r 3
� 4
� t
♦y+ V. t
a
m
Legend
r
•���AUGMENTED URBAN ARTERIAL;&LANES) ,
URBAN AFTER—(6LANES:120 R.0 W.)
MAJOR(—ES'COD R.O W.) � Yy
®ma's SECONDARY(4 LANES/90'R.O.W n
.1 =^�-�� t ae
t
COLLECTOR{2-LANES)68'R.0.W.1
DIVIDED COLLECTOR 12-LANES WITH POTENTIAL AUGMENTED INTERSECTIONS `4w
t NEW SPECIAL ROADWAYS
I— J SPHERE OF INFLUENCE
SPECIAL STUDY NEEDED
Lake Elsie General Plan Up&le:City Coencil DlraCted Scenairo
Clty El p,— .—CA pm-05059'recce-previous.—)
EXHIBIT D
CITY OF LAKE ELSINORE PREFERRED GENERAL PLAN SCENARIO
PREVIOUSLY RECOMMENDED ROADWAY CROSS-SECTIONS
134'
110'
6' 1 6' 14' 11' 11' 1 12' 1 7' 1 7' 12' 11' 1 11' 1 14'
AUGMENTED URBAN ARTERIAL-STATE HIGHWAY
(8-LANE)
120'
96'
6' 6' F6' 12' 11' 12' 7' 7' 12' 11' 12' 6' 6' 6'
MEDIAN BIKE
LANE
(RAISED)
URBAN ARTERIAL HIGHWAY
(6-LANE)
100'
60'
5'1 S' 6' 15 12' 1 14' 1 12' 1 15' 1 6' 5' 5'
BIKE BIKE
LANE MEDIAN LANE
MAJOR HIGHWAY
(4-LANE)
90'
70'
I
10' ANE 11�1EDIAN14' t1111�LA' EKE
10
SECONDARY HIGHWAY
(4-LANE)
78'
56'
1TMIIN. I MINTL
I wPO'--r2
PAINTD D 1210' sw I 5,
DIVIDED COLLECTOR
(2-LANE)
68'
1d 2�+_1212"—+-12' 10'
COLLECTOR HIGHWAY
(2-LANE)
60'
5L2L'
4' 6' 12' 12' 121 12' 1 6' 4'
NEW SPECIAL ROADWAY
(2-LANE)
(PROPOSED FOR LAKESHORE DRIVE IN THE COUNTRY CLUB HEIGHT DISTRICT)
BIKE LANES ARE NOT MANDATORY UNLESS SHOWN ON THE BIKEWAY CIRCULATION ELEMENT PLAN
NOTE:CHECK THE DISTRICT PLAN OF YOUR AREA FOR ANY REQUIRED SPECIAL ROADWAY CROSS-SECTION,
ESPECIALLY THE LAKE EDGE AND COUNTRY CLUB HEIGHTS DISTRICT PLANS.
Lake Elsinore General Plan Update:City Council Directed Scenario OURBAN
City of Lake Elsinore, CA(JN-05059:009.dwg)
EXHIBIT E
CITY OF LAKE ELSINORE PREFERRED GENERAL PLAN
SCENARIO PREVIOUSLY RECOMMENDED
KEY INTERSECTION IMPROVEMENTS
+� - �kh
1' e t' 4f .1._
� y
1 2 3 4 S r_ 6
LAKE ST.& LAKE ST.& LAKE ST.& LAKE ST.& LAKESHORE DR.& LINCOLN ST.&
1-15 NB RAMPS 1-15 SB RAMPS TEMESCAL CANYON RD. LAKESHORE DR. RIVERSIDE DR. RIVERSIDE DR.
t
7 8 9 10 II 12
1-15 NB RAMPS& 1-15 NB RAMPS& 1-15 NB RAMPS& 1-15 SB RAMPS& 1-15 SB RAMPS& 1-15 SB RAMPS&
NICHOLS ST. CENTRAL AV. BUNDY CANYON RD. NICHOLS ST. CENTRAL AV. BUNDY CANYON RD.
A C
1 �1r4_ 41, _Vb; 4011 r -r4r
s 1 s�lh�1 s ''hh (Is't A fir' 111 A 4
13 14 IS 16 i 17 1 18
RIVERSIDE DR.& GRAND AV.& COLLIER AV.& COLLIER AV.& RIVERSIDE ST.& GREENWALD AV.&
GRAND AV. ORTEGA HWY. RIVERSIDE DR. CENTRAL AV. SR-74 SR-74
t
An
r, ,- 5P '
19 20 21 22 23 24
ROSETTA CYN.DR. CAMBERN AV.& CAMBER AV.& DEXTER AV.& DEXTER AV.& MAIN ST.&CAMINO
&SR-74 SR-74 3RD ST. 3RD ST. 2ND ST. DEL NORTE
' .
411,�. , -� �' 0* r y i 40-
a' - 1' M
2S 26 27 28 29 �� 30
MAIN ST.& MAIN ST.& MAIN ST.& FRANKLIN ST.& SUMMERHILL DR./GRAPE ST. RAILROAD CANYON RD.
1.15 NB RAMPS 1-15 SB RAMPS GRAHAM AV. AUTO CENTER DR. &RAILROAD CANYON RD. &1-15 NB
_ Z®
- c
41r r r )T VJ , -r r A j
Air
i r �
31 32 33 �� 34 r 3S 36
RAILROAD CANYON RD. DIAMOND DR.& DIAMOND DR.& MISSION TR.& MISSION TR.& MISSION TR.&
&CANYON HILLS RD. 1.15 SB MISSION TR./ MALAGA RD. CORYDON ST. BUNDY CANYON RD.
LAKESHORE DR.
LEGEND:
�� i =TRAFFIC SIGNAL RTO -RIGHT TURN OVERLAP
a EXISTING LANE ED RIGHT TURN OVERLAP
PHASING IMPROVEMENT
Z ADDED LANE DEF -DEFACTO RIGHT TURN
37
r "Z-m RE-STRIPE k -FREE RIGHT TURN
CORYDON ST.&
GRAND AV.
Lake Elsinore General Plan Update:City Council Directed Scenario
City of Lake Elsinore, CA(JN-05059:010.dwg) OURBAN
CROSSROADS
EXHIBIT F
Of CITY OF LAKE ELSINORE CITY COUNCIL DIRECTED SCENARIO MODELED ROADWAY SYSTEM
I 1
41
.P
•
•
� r
} g wu sT o
LEGEND:
*SON AUGMENTED URBAN ARTERIAL(&LANES'
•-*-'W URBAN ARTERIAL(6-LANESi t 2D R.O.W.( y �.
MA. RI'LANES:VD R.O.W.I
SECONDARY I-ANES 90'R.O.W.) • g(c
• • COLLECTOR(2-LANES 168'R_0 W.)
q
O--O--O-DtvIDED COLLECTOR(2-LANES WITH POTENTIAL AUGMENTED INTERSECTION5) ,
fy-•-!' NEW SPECIAL ROADWAY(2-LANES/50'R.O.W.)
CJ SPHERE OF INFLUENCE !3
SPECIAL STUDY NEEDED
MODIFICATION FROM JANUARY.2007 TRAFFIC STUDY RECOMMENDED ROADWAY SYSTEM s
Lake Elsinore General Plan Updale:Cily Council DileG d Scenalio
Ciry o{Lake E,sMore.CA NN-05059:elmmm-rec9pre.mv0) ���
EXHIBIT G
CITY OF LAKE ELSINORE
GENERAL PLAN CITY COUNCIL DIRECTED LAND USE
9l�9
o — -
J
CAP �
Q MARGARTH ST
0
ay g4pNAFR
k'Y '
Cam, R�RRD
STLn
a
5~ NICHOLS RD � ?
r c)
��F9,gG � ��h'ALD AV �ACAT/ph,pR
0
D �
-y
LEGEND ..-�
TAZ Residential Mixed Use 9L
- Floodway Hillside Residential
LR-Lakeside Residential Low Density Residential
Business Professional Low-Medium Residential
\p2jpFR
- Limited Industrial Medium Density Residential p
c
- General Commercial High Density Residential �Np
Neighborhood Commercial Recreational
Tourist Commercial "'- Downtown Recreational
- Gateway Commercial Open Space 1 411
- Commercial Mixed Use Publicllnstitutional
Lake Elsinore General Plan Update:City Council Directed Scenario City of Lake Elsinore, CA(JN-05059:gpccdlu.mxd) URBAN
VV
CRosSRonoS
EXHIBIT H
_ CITY COUNCIL DIRECTED SCENARIO GENERAL PLAN BUILDOUT
ary AVERAGE DAILY TRAFFIC (ADT)
n $
INSET A a 'a•`e �a '� INSET C
gI
+ 'a
n INSET D" +o
W INSET
ii-
_ 4 u
n d�.
INSET B
.0 4
L ya 3 A
+
� 3 n
8 �
+ e iy LEGEND:
b a • 10 'VEHICLES PER DAY(INo'S)
3 U LESS THAN 3,M VEHICLES PER DAY
L k El-G I Plan Uptl fe Crty Council DIc—tedScenario -- --CO al—Elsinore,CA(JN-05059.606.tlw9) - ---- — -
URBAN
EXHIBIT I
CITY COUNCIL DIRECTED SCENARIO GENERAL PLAN BUILDOUT
AM PEAK HOUR INTERSECTION VOLUMES
wSEra ' �- $<� 1 \JJ h' iNsEr c
l 1\
mm4
INSET O
_83
zn
,0,�4
INSET B 3 ��, `"w, /iC yJ ✓`i, �.
I \ /X
;.;
Lake Elsinore General Plan Update:Cily Council Onected Scenar
Cdy&Lake Elvnore,CA(JN OW59:001 dwg) �° L7►URBAN
EXHIBIT J
_CITY COUNCIL DIRECTED SCENARIO GENERAL PLAN BUILDOUT
";' / 0
PM PEAK HOUR INTERSECTION VOLUMES
/NSETA -�-ate �\'1 e ,sa��%tires �\ 3%0 INSET C
- \ � -
t A zas3 o.w
o
Zy],
A ,a�
o INSET D
JIL tat �J' `-227
r _
3]tiF
v
INSET B
N ��
\mil
I / \
w°'\ \/
224 j
L ke Elsinore General Plan Update:City Council D rected Scenario
Ciry al Lake Elsinore.CA(JN-05059:OO:.drvg)
V cnossno us
EXHIBIT K
! CITY OF LAKE ELSINORE CITY COUNCIL DIRECTED SCENARIO
i RECOMMENDED CIRCULATION ELEMENT ROADWAY SYSTEM
----------------------------------- ------------
i
Eirvnrvnc x°
•'� n,� per �•,,,. ,p``�
4vi[W ` REFERM
hyyL —.Town $ ; H
LEGEND: ••\ gMA6TERPLAN
•M*E AUGMENTED URBAN ARTERIAL(B-LANES) ••\ -BvT Ng w4 s� a �'
0-4-4- URBAN ARTERIAL(&LANES 1120'R.O W.) ••\ \ _ \
,>—MAJOR(4{ANES 1100'R.O.W.) ••�---' �4Na j :z
SECONDARY(4-LANES 190'R.O.W) 7
5�
3a3p 4$ 9 x
r+—♦ COLLECTOR(2-LANE5I68'R.O.WJ
0-0-4 DIVIDED COLLECTOR(2-LANES WITH POTENTIAL AUGMENTED INTERSECTIONS) •\ �p° `$N
••� >Jy ysr
NEW SPECIAL ROADWAY(2-IANES I60'R.O.W.)
-- FREEWAY RAMPS I ✓
[J SPHERE OF INFLUENCE i
LaTLke Elsinore General Plan Update City Council Oveded Scenam
CM°lLake Elsinore.CA(JN 05059:efvrure-ccdmers.mxd) URBAN
EXHIBIT L
CITY COUNCIL DIRECTED SCENARIO GENERAL PLAN
RECOMMENDED INTERSECTION IMPROVEMENTS
t z
t' 46vin, 4 ,t,_
1 2 3 4 5 ~ 6
LAKE ST.& LAKE ST.& LAKE ST.& LAKE ST.& LAKESHORE DR.& LINCOLN ST.&
1-15 NB RAMPS 1.15 SB RAMPS ROAD"A" LAKESHORE DR. RIVERSIDE DR. RIVERSIDE DR.
'f 4 f' s
z
7 8 9 -4 10 11 12
1-15 NB RAMPS& 1.15 NB RAMPS& 1-15 NB RAMPS& 1-15 SB RAMPS& 1-15 SB RAMPS& 1-15 SB RAMPS&
NICHOLS ST. CENTRAL AV. BUNDY CANYON RD. NICHOLS ST. CENTRAL AV. BUNDY CANYON RD.
d• _� ,ilk l,y_ - ��'-- ~ 41liWb -,y
1 h'tt ''A'�'
13 ~ 14 15 16 :_ 17 18
RIVERSIDE DR.& GRAND AV.& COLLIER AV.& COLLIER AV.& RIVERSIDE ST.& GREENWALD AV.&
GRAND AV. ORTEGA HWY. RIVERSIDE DR. CENTRAL AV. SR-74 SR-74
4—
@@__
ti
19 20 Z 21 22 23 24
ROSETTA CYN.DR. CAMBERN AV.& CAMBER AV.& DEXTER AV.& DEXTER AV.& MAIN ST.&CAMINO
&SR-74 SR-74 3RD ST. 3RD ST. 2ND ST. p DEL NORTE
S
,
,
r
o1.� !r .fit Q , - 1+� ►, r„ S +v
25 26 27 28 29 Z 30
MAIN ST.& MAIN ST.& MAIN ST.& FRANKLIN ST.& SUMMERHILL DR./GRAPE ST. RAILROAD CANYON RD.
1-15 NB RAMPS 1-1S SB RAMPS GRAHAM AV. AUTO CENTER DR. &RAILROAD CANYON RD. &1-15 NB
I® tED
+1... X" 7 7% All
_* 1,go j�t 11 1 „� - „ J - „to
Z �
31 32 33 34 35 36
RAILROAD CANYON RD. DIAMOND DR.& DIAMOND DR.& MISSION TR.& MISSION TR.& MISSION TR.&
&CANYON HILLS RD. 1-15 SB MISSION TR./ MALAGA RD. CORYDON ST. BUNDY CANYON RD.
LAKESHORE DR.
%P
11 _ I �„ 4" LEGEND:
-TRAFFIC SIGNAL rtro -RIGHT TURN OVERLAP
EXISTING LANE ® =RIGHT TURN OVERLAP
PHASING IMPROVEMENT
t=ADDED LANE DEF =DEFACTO RIGHT TURN
37 38®� =RE-STRIPE 11L =FREE RIGHT TURN
CORYDON ST.& AUTO CENTER DR/CASINO DR. �R2V. 'I 1�O6�ZO13)
GRAND AV. &RAILROAD CANYON RD.
Lake Elsinore General Plan Update:City Council Directed Scenario OURBAN
City of Lake Elsinore, CA(JN-05059:004.dwg)
TABLE 1
CITY COUNCIL DIRECTED LAND USE ACREAGE SUMMARY
LAKE ELSINORE CITY COUNCIL DIRECTED LAND USE SUMMARY(IN ACRES):
revious
City Council (Preferred Difference (CCD %
Land Use Directed Scenario Alternative) -Preferred) Difference
Hillside Residential 13,930 8,938 4,992 56%
Low Density Residential 2,522 5,604 -3,082 -55%
Low-Medium Residential 11,700 13,305 -1,605 -12%
Medium Density Residential 795 841 -46 -5%
High Density Residential 330 311 19 6%
Neighborhood Commercial 45 38 7 18%
General Commercial 958 895 63 7%
Tourist Commercial 109 201 -92 -46%
Freeway Business 0 293 -293 -100%
Limited Industrial 1,093 974 119 12%
Industrial Business Park 354 273 81 30%
Public/Institutional 485 498 -13 -3%
Commercial Mixed Use 482 190 292 154%
Residential Mixed Use 225 341 -116 -34%
Recreation 1,888 1,836 52 3%
Airport Use Area 0 162 -162 -100%
Gateway Commercial 8 01 8 N/A
Downtown Recreational 35 01 35 N/A
Grand ota 34,959 34,7001 259 1
Note: City Council Directed scenario derived from land use coverage and does not reflect more explicit
representation of the Pacific Clay/Alberhill Ridge area or the Diamond Specific Plan area.
U:\UcJ obs\_04600-05000\_05000\05059\Excel\[ccd.xls]T1
TABLE 2
NON-RESIDENTIAL LAND USE TO SED CONVERSION FACTORS
Gross to Net Employe /gross AC Employee/net AC
Acre Ratio % Description FAR s.f./Acre s.f./Employee Total Retail Total Retail
Commercial
Neighborhood 0.8 0.25 8,712 350 25 22 31 28
General 0.8 0.30 10,454 400 26 211 33 26
Gateway 0.8 0.75 26,136 425 61 3 77 4
Tourist 0.8 0.35 12,197 450 27 19 34 24
Industrial
Fwy Business 0.8 0.40 13,939 500 28 0 35 0
Lim. Industrial 0.8 0.45 15,682 600 26 0 331 0
Office
Ind. BP 0.8 0.40 13,939 425 33 2 41 2
Public Institutional 0.8 0.20 6,970 450 15 2 19 2
Mixed Use
Commercial MU 0.8 60% Commercial 0.30 6,273 400 16 13 20 16
0.8 40% Residential
Residential MU 0.8 20% Commercial 0.30 2,091 400 5 4 7 5
0.8 80% Residential
Other
School -- 2.5 0.0 2.5 0.0
Recreation --- 2.2 0.3 2.2 0.3
Downtown Recreation ---
Airport ___ 4.4 3.6 4.4 3.6
0.51 0.01 0.5 0.0
U\UcJobs\_04600-05000\_05000\05059\Excel\CC-D\Land UsetoSEDConversion-CC-090414\T2
TABLE 3
LAND USE TO SED CONVERSION FACTORS
Gross Net
Mid-Range Density Employee/gross AC Employee/net AC
GP Land Use Base Unit to Acre Density Range TOTAL POP Per
Ratio SFDU MFDU DU Total Retail Total Retail
SFDU MFDU
RESIDENTIAL
Hillside Residential ACRES 0.1 DU J ACRE 0.25 0.25 3.17
Lakeside Residential ACRES 1 DU/ACRE 1 1 3.17
Low Density ACRES 1 DU/ACRE 1 1 3.17
Low Medium ACRES 2 to 6 DU/ACRE 4 4 3.17
Medium Density ACRES - 6 to 18 DU/ACRE 6 6 12 3.17 2.7
24 DU/1 ACRE with possible
High Density ACRES bonus to 35 DU/1 ACRE 18 1 18 1 2.7
COMMERCIAL
Comm Neighborhood ACRES 0.8 _ _ 25 22 31 28
Comm General ACRES 0.8 26 21 33 26
Gateway Comm ACRES 0.8 61 3 77 4
Comm Tourist ACRES 0.8 27 19 34 24
INDUSTRIAL
Fwy Business ACRES 0.8 28 0 35 0
Ind Ltd ACRES 0.8 26 0 33 0
OFFICE
Ind BP ACRES 1 0.8 33 2 41 2
Public Institution ACRES 0.8 15 2 19 2
MIXED USE
0.8 60%Commercial 16 13 20 16
Commercial MU ACRES - 40%Residential 10 2.7
0.8 20%Commercial 5 4 7 5
Residential MU ACRES o esldenha 1g 2.7
OTHER
School ACRES 0 2.5 0
Recreation ACRES 2.5
Downtown Recreation AC 2.5 RES 2 0.3
3.0.3 2..2 3.6
Airport ACRES .
0.5 0.0 0.5 0.0
U:1UCJobsk-04600-050001_050001050591Excel\CC-D11 Land U setoS EDConversion-CC-090414.xls]T3
TABLE 4
CITY OF LAKE ELSINORE CITY COUNCIL DIRECTED
GENERAL PLAN SOCIO-ECONOMIC DATA SUMMARY
120,000
100,000 -
80,000
I
60,000 —
40,000
.dingle>�arrril. •:•
20,000
:1�etail_-'
0
Housing Employment
PREFERRED
ALT. CC-D ALT.
SOCIO-ECONOMIC VARIABLE UNITS QUANTITY QUANTITY CHANGE %CHANGE
Sin le Family Housing Dwelling Units 66,105 54,561 -11,544 -17.46%
Multi Family Housing Dwelling Units 19,023 26,544 7,521 39.54%
Total -Housing Dwelling Units 85,128 81,105 -4,023 -4.73%
Population 260,913 244,625 -16,288 -6.24%
Retail Em to ment Emplo ees 28,907 34,992 1 6,085 21.05%
Non-Retail Employment Employees 60,642 67,483 6,841 11.28%
Total -Employment Em to ees 89,549 102,475 12,926 14.43%
Source:City of Lake Elsinore
Note:Planning Area boundary has changed.
Employee per Household= 1.26
U:\UcJobs\_04600-05000\_05000\05059\Excel\CC-D\[05059-09.xis]T 4
TABLE 5
CITY OF LAKE ELSINORE PLANNING AREA CITY COUNCIL DIRECTED
GENERAL PLAN TOTAL UNBALANCED TRIP ENDS
(PRODUCTIONS AND ATTRACTIONS)
1,150,000
1,100,000 - - - - - - - -- ---
1,050,000 - -
1,000,000 --
950,000 - - - - ---- - - -
900,000
850,000 - - -- - _
800,000 --
750,000 ---- - - _. -_
700,000 -- -
p 650,000 ---
Lj 600,000 -
a 550,000 -- - - ----- -- - -- -- -- - - -
F`- 500,000 - - ----- -- --
450,000 -- - -- -
400,000 -- ---- - -- -- --- - -- --
350,000 -
i
300,000 -
250,000
200,000
150,000
100,000
50,000 - - -
(� I
HOME-OTHER OTHER-OTHER OTHER-WORK HOME-WORK HOME-SHOP TOTAL
Trip Purpose
OProductions ■Attractions
OTHER OTHER WORK I WORK SHOP I TOTAL
Productions 1 296,578 254,429 81,730 121,138 90,898 844,773
Preferred Attractions 1 371,8641 196,979 55,619 150,716 194,673 969,851
GP ITOTAL 668,442 1 451,408 137,349 271,854 285,571 1,814,624
Alternative P-A 75,286 57,450 26,111 (29,578) (103,775) (125,078
PIA 0.801 1.29 1.47 0.80 0.47 0.87
Productions 270,921 290,091 97,262 110,866 84,622 853,762
CC-D Attractions 400,348 218,725 63,656 172,487 235,590 1,090,806
GP TOTAL 671,269 508,816 160,918 283,353 320,212 1,944,568
Alternative P-A (129,427) 71,366 33,606 (61,621) (150,968 237,044
P/A 0.68 1.33 1.53 0.64 0.36 0.78
CHANGE Productions 25,657) 35,662 15,532 (10,272) 6,276) 8,989
Attractions 28,484 21,746 8,037 21,771 40,917 120,955
%CHANGE Productions -8.65% 14.02% 19.00% -8.48% -6.90% 1.06%
Attractions 7.66% 11.04% 14.45% 14.45% 21.02% 12.47%
Note:Planning Area boundary has changed.
U\UcJobs\_04600-05000\_05000\05059\Excel\CC-D\10505M9.xlsiT 5
Table 6
(1 of 5)
General Plan Buildout Conditions
Intersection Operations Analysis Summary
Intersection A roach Lanes' Average Level of
Intersection Traffic Northbound Southbound Eastbound Westbound Delayz Service LOS
No. Name Contro13 L T R L T R L T R L T R AM PM AM PM Criteria
1 Lake St.(NS)at:
• 1-15 NB Ramps(EW) D
Existing Geometry CSS 0 1 0 0 1 1 0 0 0 0 1 0
Preferred Alt. Improv. TS 2 1 0 0 1 1 0 0 0 2 0 1
Same Improvements TS 2 1 0 0 1 1 0 0 0 2 0 1 39.6 415 D D
2 Lake St.(NS)at:
• 1-15 SB Ramps(EW) D
Existing Geometry CSS 0 1 1 0 1 0 1 0 1 0 0 0
Preferred Alt.Improv. TS 0 2 2 2 2 0 1 0 2 0 0 0
New Improvements TS 0 2 2 1 2 0 1 0 1>> 0 0 0 5.8 6.4 A A
3 Lake St.(NS)at:
PacClay Theme Rd.A- D
Alberhill Ridge Rd.(EW)
Existing Geometry CSS 0 1 0 0 1 1 0 1 0 0 0 0
Preferred Alt. Improv. TS 2 2 0 0 2 1 2 0 1> 0 0 0
New Improvements TS 2 3 0 1 3 1>> 2 1 1> 1 1 1 39.7 50.6 D D
4 Lake St.(NS)at:
• Lakeshore Dr.(EW) D
Existing Geometry TS 1 2 1 2 2 1 0 2 0 1 1 2>
Preferred Alt, Improv. TS 1 3 1 2 2 1 0 2 0 1 1 1>>
Same Improvements TS 1 3 1 2 2 1 0 2 0 1 1 1>> 44.6 34.4 D C
5 Lakeshore Dr.(NS)at:
• Riverside Dr.(EW) D
Existing Geometry TS 1 2 0 1 2 1 1 2 1 1 1 1
Preferred Alt.Improv. TS 2 3 0 2 2 2> 2 3 1 1 3 2>
Same Improvements TS 2 3 0 2 2 2> 2 3 1 1 3 2> 32.6 36.5 C D
6 Lincoln St.(NS)at:
• Riverside Dr.(EW) D
Existing Geometry TS 0 0 0 1 0 1 1 1 0 0 1 1
Preferred Alt. Improv. TS 0 0 0 1 0 1 1 3 0 0 3 1
Same Improvements TS 0 0 0 1 0 1 1 3 0 0 3 1 33.2 22.4 C C
7 1-15 NB Ramps(NS)at:
• Nichols St.(EW) D
Existing Geometry CSS 1 0 1 0 0 0 1 1 0 0 1 0
Preferred Alt.Improv. TS 1 0 1 0 0 0 2 2 0 0 2 1>>
New Improvements TS 1 0 1>> 0 0 0 2 3 0 0 3 1>> 23.9 23.2 C C
8 1-15 NB Ramps(NS)at:
• Central Av.(EW) D
Existing Geometry TS 1 0 1 0 0 0 1 2 0 0 2 1
Preferred Alt.Improv. TS 1.5 0 1.5 0 0 0 2 3 1 1 2 1
New Improvements TS 2 0 2 0 0 0 0 3 1 0 3 1 26.1 25.8 C C
Lake Elsinore General Plan Update: City Council Directed Scenario
County of Riverside, CA(JN:05059-GPBO_Los) O URBAN
U IUcJobsl_04600-050001_050001050591Excel105059-GPBO Losi6
Table 6
(2 of 5)
General Plan Buildout Conditions
Intersection Operations Analysis Summary
Intersection A roach Lanes' Average Level of
Intersection Traffic Northbound Southbound Eastbound Westbound Delay2 Service LOS
No. Name Control3 L T R L T R L T R L T R AM PM AM PM Criteria
9 1-15 NB Ramps(NS)at:
• Bundy Cyn.Rd.(EW) D
Existing Geometry TS 1 0 1 0 0 0 1 2 0 0 2 0
Preferred Alt.Improv. TS 1 0 1>> 0 0 0 2 2 0 0 2 1>>
New Improvements TS 1.5 0 1.5 0 0 0 2 3 0 0 3 1 26.6 34.6 C C
10 1-15 SB Ramps(NS)at:
• Nichols St.(EW) D
Existing Geometry CSS 0 0 0 1 0 1 0 1 1» 1 1 0
Preferred Alt.Improv. TS 0 0 0 2 0 1 0 2 1» 2 2 0
New Improvements TS 0 0 0 3 0 2 0 3 1» 2 3 0 37.3 45.7 D D
11 1-15 SB Ramps(NS)at:
• Central Av.(EW) D
Existing Geometry TS 0 0 0 1 0 1 0 2 0 1 2 0
Preferred Alt.Improv. TS 0 0 0 0 0 1 0 2 1 2 2 0
New Improvements TS 0 0 0 2 0 2 0 3 2 2 3 0 31.7 41.3 C D
12 1-15 SB Ramps(NS)at:
• Bundy Cyn.Rd.(EW) D
Existing Geometry TS 0 0 0 1 0 1 0 2 0 1 2 0
Preferred Alt.Improv. TS 0 0 0 2 0 1 0 3 1 2 3 0
Same Improvements TS 0 0 0 2 0 1 0 3 1 2 3 0 36.3 35.5 D D
13 Grand Av.(NS)at:
• Grand Av.-Riverside Dr.(EW) D
Existing Geometry CSS 0 0 0 1 0 1 1 1 0 0 1 1
Preferred Alt. Improv. TS 0 0 0 1 0 1> 1 2 0 0 3 0
New Improvements TS 0 0 0 1 0 1>> 2 2 0 0 3 0 19.4 26.5 B C
14 Grand Av.(NS)at:
• Ortega Hwy.ISR-74 D
Existing Geometry AWS 0 1 0 0 1 1>> 1 0 1» 0 0 0
Preferred Alt,Improv. TS 2 2 0 0 2 1» 2 0 1» 0 0 0
New Improvements TS 2 3 0 0 3 1>> 2 0 1» 0 0 0 33.6 20.2 C C
15 Collier Av.(NIS)at:
Riverside Dr.(EW) D
Existing Geometry TS 1 1 0 1 1 1 0.5 05 1 0 1 0
Preferred Alt.Improv. TS 3 1 1 2 2 1> 1 2 2> 2 2 1
New Improvements TS 3 2 1> 2 2 1> 1 2 2> 2 2 1 37.3 51.3 D D
16 Collier Av.(NIS)at:
Central Av.(EW) D
Existing Geometry TS 1 1 1 2 2 1 2 2 0 2 1 2>
Preferred Alt.Improv. TS 1 2 3 3 1 1 2 3 0 2 2 2>
New Improvements TS 1 2 2> 2.5 1.5 1 2 3 0 2 2 2> 31.8 45.1 C D
Lake Elsinore General Plan Update. City Council Directed Scenario
County of Riverside, CA(JN. 05059-GPBO_Los) O URBAN
U:IUcJobsl_04600-050001 050001050591Excel105059-GPBO Losi6
Table 6
(3 of 5)
General Plan Buildout Conditions
Intersection Operations Analysis Summary
Intersection Intersection A proach Lanes' Average Level of
Traffic Northbound Southbound Eastbound Westbound Delayz Service LOS
No. Name Control L T R L T R L T R L T R AM PM AM PM Criteria
17 Riverside St.(NS)at:
• SR-74(EW) D
Existing Geometry CSS 1 0 1 0 0 0 0 2 0 1 2 0
Preferred Alt.Improv. TS 1 3 1 2 2 1 2 4 0 1 4 1>
New Improvements TS 1 2 1 2 2 1 1 4 1 1 4 1> 41.6 48.6 D D
18 Greenwald Av.(NS)at:
• SR-74(EW) D
Existing Geometry TS 1 1 0 1 1 0 1 2 1 1 2 0
Preferred Alt,Improv. TS 2 1 1> 1 1 0 1 4 0 2 3 0
Less Improvements TS 1 1 1> 1 1 0 1 3 0 1 3 0 35.0 36.8 C D
19 Rosetta Cyn.Rd.(NS)at:
• SR-74(EW) D
Existing Geometry CSS 1 0 1 0 0 0 0 2 0 1 2 0
Preferred Alt.Improv. TS 1 0 1> 0 0 0 0 3 1 2 2 0
New Improvements TS 1 0 2> 0 0 0 0 3 1> 2 3 0 23.3 23.9 C C
20 Cambern Av (NS)at:
• SR-74(EW) D
Existing Geometry TS 1 1 0 0 1 1 2 2 0 1 1 1
Preferred Alt,Improv. TS 2 1 1> 2 1 2> 2 4 1 1 4 2
Same Improvements TS 2 1 1> 2 1 2> 2 4 1 1 4 2 36.4 45.9 D D
21 Cambern Av.(NS)at:
• 3rd St.(EW) D
Existing Geometry CSS 0 1 0 0 1 0 0 1 0 0 1 0
Preferred Alt.Improv. TS 1 1 0 1 1 0 1 1 0 1 1 0
Same Improvements TS 1 1 0 1 1 0 1 1 0 1 1 0 21.6 27.9 C C
22 Dexter Av.(NS)at:
• 3rd St.(EW) D
Existing Geometry CSS 0 1 0 0 1 0 0 1 0 1 0 1
Preferred Alt.Improv. TS 1 1 0 1 1 0 1 1 0 1 1 0
Same Improvements TS 1 1 0 1 1 0 1 1 0 1 1 0 18.1 20.8 6 C
23 Dexter Av.(NS)at:
• 2nd St.(EW) D
Existing Geometry CSS 0 1 0 0 1 0 0 1 0 0 1 0
Preferred Alt.Improv. TS 1 1 0 1 1 0 1 1 0 1 1 0
Same Improvements TS 1 1 0 1 1 0 1 1 0 1 1 0 17.9 23.4 B C
24 Main St.(NS)at:
Camino Del Norte(EW) D
Existing Geometry CSS 1 0 1 0 0 0 0 1 1 1 1 0
Preferred Alt.Improv. TS 2 0 1 0 0 0 0 1 1 1 1 0
New Improvements TS 1 0 2 0 0 0 0 1 1 2 1 0 27.7 29.4 C C
Lake Elsinore General Plan Update. City Council Directed Scenario
County of Riverside, CA(JN.05059-GPBO_Los) O URBAN
UlUcJobsl_04600-050001__050001050591Exce1105059-GPBO Losi6
Table 6
(4 of 5)
General Plan Buildout Conditions
Intersection Operations Analysis Summary
Intersection A roach Lanes' Average Level of
Intersection Traffic Northbound Southbound Eastbound Westbound Delay2 Service LOS
No. Name Control L T R L T R L T R L T R AM PM AM PM Criteria
25 Main St.(NS)at:
• 1-15 NB Ramps(EW) E
Existing Geometry CSS 1 1 0 0 1 0 0 0 0 1 0 1
Preferred Alt.Improv. TS 1.5 1.5 0 0 2 1 0 0 0 1 0 1
Same Improvements TS 1.5 1.5 0 0 2 1 0 0 0 1 0 1 450 48.3 D D
26 Main St.(NS)at:
• 1-15 SB Ramps(EW) E
-Existing Geometry CSS 0 1 1 1 1 0 1 0 1 0 0 0
Preferred Alt.Improv. TS 0 2 1 1 1 0 1 0 1 0 0 0
New Improvements TS 0 2 1 1 2 0 1 0 1 0 0 0 34.1 53.2 C D
27 Main St.(NS)at:
• Graham Av.(EW) E
Existing Geometry CSS 0 1 0 0 1 0 0 1 1 0 1 0
Preferred Alt.Improv, TS 0 1 0 0 1 0 0 1 1 0 1 0
Same Improvements TS 0 1 0 0 1 0 0 1 1 0 1 0 15.0 20.8 B C
28 Old Franklin St.(NS)at:
• Auto Center Dr.(EW) D
Existing Geometry CSS 0 0 0 1 0 1 0 1 0 0 1 1
Preferred Alt.Improv. TS 1 1 0 1 1 0 1 1 0 1 1 1
New Configuration TS 0 0 0 1 0 1 1 2 0 0 2 1 11.9 178 B B
29 Summerhill Dr.-Grape St.(NIS)at:
• Railroad Cyn.Rd.(EW) D
Existing Geometry TS 2 2 1 1 1 1> 2 2 0 1 3 0
Preferred Alt. Improv. TS 2 2 2> 2 1 2> 2 3 1> 2 4 1
New Improvements TS 2 2 2> 2 1 2> 1.5 3.5 1 2.5 3.5 2> 50.3 545 D D
30 Grape St.(NS)at: Intersection Does Not Exist
• 1-15 NB Ramps(EW) D
Existing Geometry 2 2
New Configuration TS 1 2 0 0 2 2> 2 0 1 0 0 0 25.0 24.0 C C
31 Railroad Cyn.Rd.(NS)at:
• Canyon Hills Rd.(EW) D
Existing Geometry TS 0 3 1 1 3 0 0 0 0 2 0 1
Preferred Alt.Improv, TS 1 3 1> 1 3 1 1 2 0 2 1 1
New Improvements TS 1 4 1> 2 3 1 1 2 0 2 1 1> 34.8 47.6 C D
32 Casino Dr.(NS)at: Intersection Does Not Exist
• 1-15 SB Ramps(EW) D
Existing Geometry 2 2
New Configuration TS 0 2 1 2 2 0 0 0 0 1 0 1>> 33.0 40.5 C D
Lake Elsinore General Plan Update:City Council Directed Scenario
County of Riverside, CA(JN:05059-GP80_Los) C URBAN
U1UcJob51_04600-050001_050001050591Exce1105059-GPBO Losl6
Table 6
(5of5)
General Plan Buildout Conditions
Intersection Operations Analysis Summary
Intersection A roach Lanes Average Level of
Intersection Traffic Northbound Southbound Eastbound Westbound Delay2 Service LOS
No. Name Contro13 L T R L T R L T R L T R AM PM AM PM Criteria
33 Diamond Dr.(NS)at:
Lakeshore Dr.-
Mission Trail(EW) E
Existing Geometry TS 1 2 1 2 2 0 1 2 0 1 2 1
Preferred Alt.Improv. TS 2 3 1 2 2 1> 2 2 1> 1 3 2>
New Improvements TS 2 3 1 2 3 2> 2 2 1> 1 3 2> 41.5 51.9 D I D
34 Mission Trail(NS)at:
• Malaga Rd.(EW) E
Existing Geometry TS 1 2 0 1 2 0 1 1 1 1 2 0
Preferred Alt. Improv. TS 1 2 0 2 2 0 1 1 1 2 2 0
New Improvements TS 1 2 1 2 2 0 1 1 1 2 1 1> 33.6 51.3 C D
35 Mission Trail(NS)at:
• Corydon Rd.(EW) D
Existing Geometry TS 1 2 0 0 2 1> 1 0 1 0 0 0
Preferred Alt.Improv. TS 1 2 0 0 2 1> 1 0 1 0 0 0
New Improvements TS 1 2 0 0 2 1> 2 0 1 0 0 0 19.5 45 B D
36 Mission Trail(NS)at:
Bundy Cyn.Rd.(EW) D
Existing Geometry TS 1 2 0 1 2 0 0 1 0 1 1 0
Preferred Alt.Improv. TS 1 2 1 2 1 1> 1 2 1 2 1 1>
New Improvements TS 1 2 1 2 1 1> 1 2 1 1 2 1> 38.8 48.8 D D
37 Grand Av.(NS)at:
• Corydon Rd.(EW) D
Existing Geometry TS 1 1 0 1 1 0 0 1 0 1 1 0
Preferred Alt.Improv TS 1 3 0 2 2 0 0 1 0 1 1 0
New Improvements TS 1 3 1 2 2 0 0 1 0 1 1 0 22.6 40.5 C D
38 Auto Ctr.Dr.-Casino Dr.
(NS)at:
• Railroad Cyn.Rd.(EW) D
Existing Geometry TS 1 2 0 1 2 0 1 3 0 2 2 0
Preferred Alt Improv. Not Analyzed Previously
New Configuration TS 2 2 2> 1 2 2 1> 1 2 3 1> 2 3 1> 37.1 1 52.6 1 D D
1 When a right turn is designated,the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width
for right turning vehicles to travel outside the through lanes. L = Left; T = Through; R = Right;»=Free Right Turn,
>=Right Turn Overlap Phasing; BOLD= Improvements consistent with previously published Preferred Alternative,
BOLD/UNDERLINE=New(Additional)Improvements; Underline=Maximum Improvements
Shaded Improvement =Maximum feasible improvement(applicable state and/or local LOS criteria not met)
2 Delay and level of service calculated using the following analysis software: Traffix,Version 8.0 R1 (2008).Per the 2000 Highway Capacity
Manual,overall average intersection delay and level of service are shown for intersections with traffic signal or all-way stop control. For
intersections with cross street stop control,the delay and level of service for worst individual movement(or movements sharing a single
lane)are shown.
3 CSS=Cross Street Stop;TS=Traffic Signal
Lake Elsinore General Plan Update: City Council Directed Scenario
County of Riverside, CA(JN:05059-GPBO_Los) O URBAN
GROSSROApS
U1UcJobsl 04600-050001 050001050591Exce1105059-GPB0 Los16
ATTACHMENT A
PACIFIC CLAY/ALBERHILL RIDGE &
DIAMOND SPECIFIC PLAN PROJECT SPECIFIC
LAND USE ASSUMPTIONS
City of Lake Elsinore General Plan Update City Council Directed Scenario URBAN
City of Lake Elsinore, CA(M 05059-09_Report)
A-1 CROSSROAC)S
ARSPA#4 Revised Statistical Table for Traffic Analysis—11-24-08
Planning Area Land Use(LU) Quantity UNITS SF Dwellings MF Dwellings
(PA) (QTY) DU-Dwelling
Unit
SF-Square
ut Foot» e
7 la MF Residential 445 DU 0 445
is . University 6 000 Students
I MF Residential 1,000 DU 0 1,000
3g�,¢ 4 Commercial 650,000 SF
Office 310,000 SF
is MF Residential 1,100 DU 0 1,100
38b3 Commercial 50,000 SF
Office 330,000 SF
Id � MF Residential 75 DU 0 75
Commercial 382,000 SF
2a MF Residential 440 DU 440
7pg3 z,a SF Residential 599 DU 599
Worship w/School 1500 ADT
39b5 2b Z bp MF Residential 945 DU 0 945
2e SF Residential 275 DU 275 0
?;095 Za Elementary School 850 Students
Park 800 ADT
15102- 3a 3 SF Residential 25 DU 25 0
$taZ 3b 3 1 Park/OS 105 ADT -- 0 0
4a MF Residential 805 DU 805
�oq+ 6& SF Residential 745 DU 745
Park 1:000 ADT
4b MF Residential 450 DU 450
�067 Ej�P SF Residential 370 DU 370
Park 875 ADT
4c SF Residential 110 DU 110 0
Middle School 1600 Students
? 4d MF Residential 225 DU 225
SF Residential 235 DU 235
WorshipwfSchool 1500 ADT
4e MF Residential 200 DU 0 200
7d Commercial 294,500 SF
Office 98,000 SF
4f MF Residential 200 DU 0 200
4 Commercial 294,500 SF
Office 98,000 SF
5a MF Residential 110 DU 110
SF Residential 90 DU 90
Park 50ADT
3lZO 56 SF Residential 320 DU 320 0 j
5c MF Residential 80 DU 80
We .84 SF Residential 135 DU 135
Flementaq School 850 Students
5d MF Residential 275 DU 0 275
Mb9 tj�f, Commercial 390,000 SF
Office 130,000 SF
5e MF Residential 130 DU 0 130
3W Commercial 390,000 SF
Office 130,000 SF
1'FlW 5f MF Residentinl 60 DU 0 60
A-2
E-V '
1
i
.T ! M+ tom,
,
```'�ter-- ,r',� •;ra 9/ �ct 1 � M1,,�tA :, f$�'
!
i`
{
DIAMOND SPECIFIC PLAN INPUT SED
W RSATM
TAZ SFDU MFDU RE TE Pop
3870 0 74 94 118 200
3870 0 0 0 0 0
3872 0 160 205 256 432
3872 0 0 0 0 0
3872 ol 0 0 0 0
3872 0 0 0 0 0
3872 0 0 0 0 0
3873 0 0 0 0 0
3873 0 0 0 0 0
3873 0 0 1 9 0
3873 ol 1 0 0 3
3874 01 65 84 105 176
3874 ol 0 0 2 0
3874 0 0 360 510 0
3875 0 113 145 181 305
3876 0 116 148 186 313
3876 6 0 0 0 19
38761 0 0 1 6 0
TOTAL 1 61 529 1038 13731 1448
Ll:\Uc/obs\_04600-05000\_05000\05059\RClPinodel\91egp4\(Backup of DiamondSP-SED Fonnatted.xlk]SED
A-4
ATTACHMENT B
CITY COUNCIL DIRECTED SCENARIO
SOCIOECONOMIC DATA
BY TRAFFIC ANALYSES ZONE
City of Lake Elsinore General Plan Update City Council Directed Scenario
City of Lake Elsinore, CA(JN:05059-09 Report) OURBAM
LE—SED 5/26/2009
R&A`TM . _ SFDU MFDU FEE f TE
ItV POP
111 186' 0; 0' 0: 590.
_ .
( 119 0 Q 114 2344 0
_ .. .
132. 0 0, 84 119 0
f 1511 217 126' 161, 201. 10281
! 2005 0" 0 21 42& 0
2008; 492 35: 60 338 16541
_ 20102 3& G 91 108s` 120
2065 331 0' 16; 117 1049'
2068 372 0 196 216 1179
S
207 11 10 0 Of 0{ 321
2072 1291 12 133' 1901 4124
2198; 96_ 0.__., 0i 0- __. 3041
2199 0 0! 651 83 01
2200 312 58 Z9 333 1145
2201 y 67 01 0! ~ Oi 212
22021 18, 1r .....:107: 1411 60
2203' 0 01 531 21481 0
' 2204' 0 658 177 2647 1777
_ _ _..
2205i 0 i 118' 261 214 319
2206i 316 1391 1313. 216T 4763j
2207 157 U 01 1 497`
2208i 209, 354� 1121i 16161 16191
2209, 1009� 0 0 OE 31981
�2210, 3177 0# . 0i O£ 100711
2211i 0' 0' 21 1310;
22121 1083 39' T 12 3538,
22551 3601 4121 01 01 22531
1 2551 Of 0t 01 3853 0
-- — — I
261& 139; 0; 21 2. 440
2661` 317 0' 26 191 10051
2790i 14884 0 1 10 4717'
^2821.� 3M 246 29311369 1662
2822 0 0' 46! 58 01
I_. 2823 423 171 186' 237 18031
2824 151' 01 � 0� 1 478'
2826' 190 0: .. m 0 6021�
2828 481 981 201 366 4174
905' 28 145 189f
..v 29441
2830`, 53 oi 0 0 1681
2845 0� & 1T 22, 01
2897 275. 0 0 0.
872
_ .._ _.. _.
€ 2898. 116 318 206 449 1227
2899 3 0 0 0 10
2900' 668 01
0° 1. 2118
Page 1
LE-SED 5/26/2009
WRSATM SFDV M1FDll RE } TE POP'
2918 210 41 179! 227 777
2919, 542 152 29: 211 21281
2920 209 0 ol 0 663
292t 192 97 0 0 8701
2929 231 Q 0 ol 732
1 3005< 11 0 38 221T 31
3007 3 oi 1068i 1792 10
3030: 254 of 0; oi 805
3031 201 0 0 0 637
3032 ' . �;_. . Q..._.: 1681
3033 134 0 0 0 4251
3034i. 264 o= 0; 0:
837'
30351 189: 0 3 26; 5991
3036" 154 of 0' 0 488
3037 382` 0 8 62 1211
3038 43 0? 0 0 .._ 1361
3039i 45 345 73! 1021 10751
M _3040i 216` _0i 129 2643 68
3041i o 0 9T 137 0!
f 30421 o? 363, 630' 791 9801
3043 0 0 328 417 Oj
_..30441 y 133, 61931 232 rc 422
3046L 478= 196i 189 258 20451
-43047 1124E 1W 19, 444; 3846
3048=
t 3051 1551 o82f 1159E 49231
I,
3052i 2G, 0l 0 0 631
(.. _ 3053!_. 10' - _._0` o' 0 32
3054t 0 0' 1400 1750. o
3055 14; o` 0 0 44
t
3056. 0 200, 1400 1750 540E
_ 30% 50': ol 0 0 __ _ 150
3060 513' 0: 67i 493 16261,
.w 3061 ., -62 0� 2' 12 197
3062, 17: 0, 0� 0 54
3063' 0' oi o o._ 0
3064 10 0 0 0 32
3065i 27m 0 0;i o ~µ n 86
3066 0 0' 643 835 0
_ .
3067' U. 0� 0= 01 38
{ 3068 8 oi 0 0 251
F -
3071 182 &_ v 2 V 11x 5771
((j 3073 276 o= 0 op 8751
3075' 93 0: 0: 0t 295
Page 2
LE-SED 5/26/2009
WRSATM 'i SFDU MFDU ` RE TE i , POP
307& 213 ol 0 0' 67514
3077: 35 0 304: 337 111j
3078 170' 0 0 0 5391
71
3079 50 0 0� O. 158
3080 541: 0 0. 0 1715
_._. 3081i 48; Or 0 Y 01 1531
3082 768 0 26. 233 243511
- 3083; 65 U ol 6 2061
3084, 280 a 0 0 88811
3085 499 201 0 0 2125
3088 193 Of 0 0 612'
_. 3089 65_ 0 0{ ..... Oi 206
3090i 24 Oi 0 6 761
3091i 1321 0 211 385 43$8
3092, 340; 0 _ oi 0 10771,
3093 599 440; 0 579 -3087
....,
3094 745_ 805' 21 1541 4536
3095 275 - 0! 17 183 8721
3096' ol 200' 601 966, 5401
3697F 426" 0 1 1`. 1350
30981 235 225 oi 579 1353
_ _...30993 467 U 01 151J 14861
3100 � 0� 445,��- 03 6000' 12021
3101. 124: _ 0 . _. 0 . 0iI _ 333
3102+` 25 0; 2 15. 79'
0# 3491
_._.,3103a 110 Il_._.' ° . _._._._..._.
3104' 1015 611 233; 324 33821
.
3105{ 565 0' 1; 7 _. 1791
3107' 79 0' 0 0 251
. .....� _m 5
l 3108 483 0} 5 47 15311
31101 9 0 03 0 29
'...
31111 23`' 0 0i 73l
3112 0 U 0;, 0 0 0'
� _MI
311,3i 330 0 19, 172 1046
, _
3114' 65. 0; 0; ot 206
3115; 32:' 0: 0' a 101'
3116' & 0 13 124 19
3117 _. _.._.71 4� A � 99: 236
3118; 188 0 0 0 596
3119i 11 0` 6 0 351,
_ _ f
3120 320, 601 0'. 0: 117614
3121_ 164 62 3901 53$ 6871
j 3122 1027 0 121 2406i 3256
_. ... -..... ...E
3123 1 1 62' 2717 6
Page 3
LE-SED 5/26/2009
WRSATM SFDU MFDU RE I TE POP
3124 119 76 73 1487 582'.
3125 118 0 0: 0 374
3126 842 0 0 0 2669'
3127' 28 0 0 0' 89';
I 3128 42' 12 15 19' 165
3129' 0 1202 1538 1922 3245
3130 21 404 526 823 1158
j 3131; 425 41 S 6 13581
3132 746 0 0 0° 2365!
3133 7 104 388 493 303
3134 362' 224 330 402 1751
I
3135t ol 0 561 714t OI
f 3136 76 76 117 151 446
31371 0; 0 355 2910 0�
3138 0- 0° 75 1465 0!
31390114 167, 2371 328 8121
31401 0= 333' 71; 748 8991.
.... _
3141i 204 209t 29 40 12111
3142 211 91' 72, 109 914
3143 0, 348 229 5131 940I
3144 0! 182; 92 119, 491
_ .
3145 27 241i 45 64F 7361
3146 164 281 1067 1506 12791
31471 217. 210 5 497 1255
3148 70' 457. 88 154, 1457
_.. _.314T 6f . _._... 28 ..w84� 182` 269
3150; 85' 181 0, 0 758�
3151; 460 418 282 360 25871
3152i 52 18f 2; 1 653
3151 241 10 10& 547 791
3154 165 0 12, 90" 5231
3155 a 0 1 6 01
3156 280. 0 488 828 888
315T 861 379 137 214 37531
3158 0' 114 63 88 3081
3159' 181 178 53Z 1401 1055
3160" 516' 1110 26 192 46321
3161 90 74 14' 102 485
1 3162 fl 0! 0 11 247 0;,
3163' 92 0 87 265 292
` 3164 112 0 17' 438 355'
3165, 657 0 238! 399 2082il
3166 0' _ 0 0 0. 0
3167 126 0 0` 1 3991
Page 4
LE-SED 5/26/2009
WRSATM ! SFDU MFDU RE TE POP
3168 375 0 1 6 1189
3169' 15 0 6 47 48i
3170 101 0 0' 0 320
E 317t 155 0 0 0 491
3172 866 1111 215 473 5746
3173 337 230 210, 267 1689'
3175 182' 0 0 0' 5771,
f 317T 455 12' 3: 4 1475�
3178 0 0 19 136: 0
- -
3179; 167 0 0= Q 529
_ _
3181` 1575 0 0' 0 49931
_._... _
31821 1 t 2201 279 61
3183; 1087, 0! U 17. 3446E
3184 121. 0+ 2' 13 384
�..31
31855 255 0� 8i 55 808
3189; od Qi 13931 1768; 0
3190, 0 0; 370! 470: of
3191` 0 1621 208{ 260 437
3192 0l 0. 505 641. 0
3191 0' 3781574r 720 10211
31941 83, 1 35 7M 26,71
31951 0 3 1AG'. 752 8
3196; 1 0' 4251 605 31
3197; 1961 0 OF_ 0. 6211
3198' 226 G 3, 31: 716
31991 15 0 48
3200 0; 3` 54? 68 10
_ < .....
3201` 0 0, 0. 0 0
3202, 0 1092i 156i 198 2948
_ ._.-. ._ ___---
3203}--_ . . 5 0' Of 0 16
3204 G 0 0 0!
0
3205' 190 0 9, 81 602
3206 4 0 0 1 131
3207 11 d 1 7 35
3208 4' 0 0 0 131
j. 3209 0 0 0 0. 01
3210 232 0 0' 0 735
f 3211 75 0 0 0 237�
3212 1 0 0 0. 3'
3213 0 89 114' 143 2401
3214 615' 0 3 19 1950'
3215 0 194 248; 310 5241
3216 270 0 1 6 8561
3217 290 0' 0' 0`
g
i 201
Page 5
LE-SED 5/26/2009
WRSATM SFDU MFDU RE TE POP
j 3218 1 0 19 178} 3.
3219 15 0' 0' 0 48 '
3220 0 0, 12 15 0t
3221 0 157 303 433 42t
3222 4 0' 1 2' 13'
i 3223 202 0 1009 1280 641
3224 460 68 5 45 1642
3225 7 0' 64; 82 22'
3226 184 0 0 0 583
3227 76 0, 0 0 2411
3228 1543 1817 378, 551 9798
3229, 196i ol 0 0 6211
.. . 3230 264 0 0 0 837
3231' S 0- 2; 15 16
3232: 0' 61 12' 25 165!
_ 3233 21: 0 21 3933' 671
_ ;
3234; 71 0 3; 17 225'
_
3236 2& 0' Q 4499 89
3237' 11i 0; 0;._ 0 35
3238; 0' 6 ol 0 OI
3239' 1 0: 0� 1084 3;
3240E 0; a 1402, 2530 0
3241, 9' 0' 0; 114: 291,
3863 0 1100 140 901 2970
3864; 0: 1000 133T 2354, 27001
3865 0' 945, 0' 0 25521
I
3866 90 240' 797 1288 931
3867. 370 525 781 1089 25911
�.- _
3868 0' 200 601 966 5401
j 3869; 135 355 79& 1341 1387!
3870; 0' 74 94 118i 200+
3871 0: 27; 6 9 72
3872! 0' 160, 205 256 432
3873 0` 1 1 9 3
3874 0 65 444' 617' 176
3875 0� 113 145; 181 305
3876 6' 116 149 192 332
Page 6
ATTACHMENT C
CITY COUNCIL DIRECTED SCENARIO
TRIP GENERATION BY TRAFFIC ANALYSIS ZONE
City of Lake Elsinore General Plan Update City Council Directed Scenario �"4 URBAN
City of Lake Elsinore,CA(JN:05059-09_Report)
CROSSROADS
TripEnds 6/15/2009
WRSATM Prod-or-Attr ! H-0 ? 0-0 O-W H W H-S j
111 Productions 693 148 0 281 2061
111Attractions 412 163: 0 0 01
119 Attractions 747 492 1457 3947 767
119 Productions 0 745 883 Oi 0
132iAttractions 550 362 74 200 565
132'Productions 0 549' 197 0 Q
1513 Attractions 1774 979 125 338 1084
1513 Productions 1094 1310 371 453 3401
2005Productions � 0 � 137 � 161� -�04 - 0
2005Attractions 137 90' 266 720 141
2008 Productions 1948 807; 212, 794 581
2008 Attractions 1549 717'. 210 569 404
2010 Productions 144 88 48 57 42
2010 Attractions 142 72 67 181 60
2065 Attractions 838 359' 72 197 107
i 206SProductions 1265' 367 64 513 374
2068 Productions 14971 1577 444 608 441
20681Attractions 2109 1172: 134; 363 1320
2071 Productions 381 8; 0 15 11
2071 Attractions 22' 8' Os 0 0
2072 Attractions 3754' 1716 1181 319 895
2072.Productions , 5240 1904i 313J 2133 1545
2198Attractions 212 84€ 0; 0' 0
( _ _
21981Productions 359. 76 0# 145i 106
2199Productions 0 425; 150 0 0
2199 Attractions 4261 2801 51 139 437
2200-Attractions 990 441 207 560 195
2200:Productions 1296 477'q 150i 5311 389
2201Productions 2491 53. 0 100 73
2201,Attractions 148, 58' 0! 0 0
2202 Attractions 7431 4781^ 8& 240. 720
2202Productions 66' 714 2491 26 19I
2203 Productions 0 346 709' 01
0
_ _
2203'Attractions 347` 228; 13361 3617' 356
2204'Productions 1589 16031 1092 653 594
2204 Attractions 2402 1256 1646 445T 1192
2205 Attractions 393 2001 131 360, 175
2205'Productions 285 250; 111; 116 105
i . 2206 Productions 4489 9781. 3178' 1867 1568
2206 Attractions 11939 6988 1345� 3642 8843
2207'Attractions 347 137 0 1 0
2207Productions 586, 124 0� 237` 173
Page 1
TripEnds 6/15/2009
WRSATM Prod-or-Attr H-O 0-0 O-W H-W H-S
2208!Productions 1615 7736 2648 671 532i
2208Attractions 8483 5288' 1005 2721 7549i
22091Productions 3799 802 0 1543' 1132
2209Attractions 2235 885 0 0 01
i 221OAttractions 7039 2789 0 0 0i
2210Productions 11964. 2527 01 4862 3568
I 2211'Attractions 13 8 8 21 131
} 2211 Productions 0' 13 T 0 O
i 2212 Productions 4143 933 17 1686 12381
2212Attractions 25M 1010' 7 20 47i
2255 Productions 235& 565. 0 979' 7551
2255 Attractions 15741 624 0' 0 01
2553 Attractions 01 01 2396 6488 0
2553_Productions 0' 0 108& 01 0
i 2618Attractions 320' 130 1 3 13
2618sRroductions 519! 123 4e 210` 154
2661Productions 1206r � 422; 104i 490 35�
8
266LAttractions 873j 390' 118 32L 175
2790Attractions 3303i 1310` 6� 16i 6
2790froductions 5775 1190 4i 2349 1712
2821 Productions 1809 2333 677 750 569
2821,Attractions 3083• 1725_ 229: 621; 1973
2822?Productions 0. 300j 10& 0 01
2822Att_ract►ons 301, 1981 361 97 309
2823;,Productions � � 2047��_
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1668. 430i 845 624
2823;Attractions 2480 1302 147 399i 1252�
2824 Productions 587 119 Oi 238 174j
~ 2824°,Attractions I v 334� 132 0} 1 0
2826 Productions 740i 151; GI 300 218
2826Attractions i 420 166 Oa 0 Oj
2828Attractions 4235 2024 227 616 1353
2828 Productions 4229 2362 496 1756 1406
2829 Attractions 3008 1441: 117 318 9761
j 2829 Productions 3573; 1687 336 1456 1060
2830Attractions 117 46 01 0 Oi
2830;Productions 205. 42 0: 82 60�
I 2846Attractions 111 73 13, 37, 114
2846 Productions 01 111 39- 0 01
2897 Productions 1041 218" 0' 423 3091
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2897Attractions 609, 241 0 0 01
2898 Attractions 2208 1229 279. 756 13871
2898Productions 1195' 1655 529, 497 4041
Page 2
TripEnds 6/15/2009
WRSATM Prod-or-Attri H-0 0-0 O-W H-W , H-S
2899'Attractions 6' 2, 0 0 0
2899 Productions 11 2 0 4 3
2900Productions 2528 531 0 1028 752
2900Attractions 1480: 586 0 1 O
2918',Productions 919 1365 414 375 275
2918'Attractions 1717 988, 141 382 1205
2919 Productions 2481 723 116 1021 7481
2919Attractions 1677 714 131 355 195!
2920Productions 818 166 0 333 2411
1 2920Attractions 463 183 0 0 Oj
292lAttractions 6081 240 0 0 Oi
2921 Productions 979? 218 0; 404 3001
2929 Attractions 511 202' 0 0 01
2929°Productions } 861` 183 a , 349 2571
3
3005Attractions 251; 164 1378 3733 255
�...._ _._ 3005 Productions 3 249 699; 1 11
3007Attractions 7010' 4614 1114 3017 7192
I 300T,Productions j 11E 69861 25941 4 3'
3030;Attractions 562' 222 Oi 0 0
3030Productions } 9481 202�i 0` 384i 283,
3031•Productions 7501 159 0 304 2231
.
3031Attractions ' 445 176 Oi 0 0,
3032.Productions 197 42 0 79 58
3032;Attractions 117 46; 0` 0 0
3033 Productions 499' 106 0 202 148
3033'Attractions 1 20 117 0� 0 01
3034 Productions 987 210 0� 399 294
3034Attractions 58& 231. Oi 0 0
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3035 Productions 705' 169: 13; 286 209
j 3035Attractions 438 178 161 43 20
3036Attti 341 135 0 0 0�
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3036Productions 574 122 0 233 170
3037 Productions 1427 356 33 579 425
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160 34 0 64 4
3037 Attractions 898 369 38' 104 531
3038 Productions 7
3038Attractions �- ; 95 37 & O 01
3039'Productions 994 747 171 411 354
3039 Attractions 1230' 612 61 171 491±
304OAttractions 1324 746 1643 4450 8681
3040'Woductions 820 1015 997 333 2431
3041 Attractions 636 418 85 230 6531
3041 Productions 0 634 228 0 Q
Page 3
TripEnds 6/15/2009
WRSATM s Prod-or-Attr H-0 0-0 O-W 1 H-W H-S
3042'Attractions 4816 2991 492 1332 4241
3042:Productions 887 4365 1455 363 331
3043:Attractions 2151 1416 259 702 22091
3043 Productions 0 2144 759 0 0!
3044 Productions 495 1302 423 200 1471
3044Attractions 1495 907 144, 390 12321
3046 Productions 2235 1749 442 925 6851
3046Attractions 2668, 1382 160 434 1272'
3047Attractions 2812' 1147 276 747 127!
3047'Productions 4446, 1089! 162 1817 1332!
3048iProductions 0 Ol 0 0 01
3048 Attractions 0 0' 0 - 0 01
_ .
3051 Attractions 3978 1717 72& 1951 552
3051iProductions 5910 1771 487; 2402 1758
3052.Attractions 44i 17 0; 0, 01
3052,Productions 741 15 0, 30 221
3053 Productions 37' 8 0: 15 10
3053`Attractions 21 8! 0° 0: 0
3054 Attractions 9181 6045 1088 2947 9429
( 3054Productions 0' 9154i 3231 0, 01
3055Attractions 30 12 0 0 01
3055'Productions 52' 11i 0l 20 14,
3056 Productions 492 9290 3231; 200 183j
3056Attractions 95581 6194- 10881 2947' 9429
3058 Attractions 104' 41 0: 0 0
30580roductions 175 37. 0l. 70 52
3060Attractions 1575, 739 306 830 451
3060;Product►ons 1953 846 270 794` 580
_. _. ...
3061 Attractions 150 63 7` 20 13
3061:Productions 237: 62 T 95, 691
3062 Attractions 37, 14i 0' Ol 0�
3062Productions 64, 13 0 25 181
3063:Productions Or 0' 0 0; 0l
3063 Attractions 0 0� 0. . 0 OI
3064 Productions 37 8 0: 15 101
3064Attractions 22` 8; 0 0 0
3065productions 101 21: 0 41 301
3065 Attractions 60 23 0= 0 01
3066 Attractions 4216 2776 519:, 1406 43301
j 3066 Productions 0 4204; 1493 0 01
3067 Attractions 26 10, 0! 0 01
3067`Productions 44 9 0! 17' 121
Page 4
TripEnds 6/15/2009
WRSATM Prod-or-Attr H-O 0-0 O-W -t H-W i 'H-S
3068Attractions 17 6 0 0 0
3068 Productions 29 6 0' 11 8
3072 Productions 731 157' 7 297 215i
3072 Attractions 416 168 61 18 13,
3073'Productions 1110 219' 0 451' 3271
3073Attractions 611 242 0 0 0!
3075'Attractions 2064 81 0 0 OI
3075'Productions 371 74 & 151 1091
3076 Attractions 471' 186 0. 0 0?
3076`Productions 856 169' & 347 252!
3077Attractions 2071 1343 209° 567 2047
3077 Productions 139° 2015 689 56 411
3078Attractions 376. 149 0! 0 01
f 307&Productions 681 1351 Oi 278 200}
3079 Productions 200° 39' OI 80. 58
._ .:
3079Attractions 110{ 43 0' 0 0
3080 Attractions 1198 475 0 0 0�
3080 Productions 21771 430 Q� 885 641
3081IProductions 192E 38 0 77 56
3081Attractions 106i 41 01 Ot 0
3082'Productions 3091 781 116� 1258 911
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3082Attractions 1872� 786E 1441 392 175�
3083 Attractions 143 571 oil 0 0
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3083 Productions 261' 51 01 104; 761
3084 Productions 1086; 222 0? 441: 320
3084Attractions 620a 245: 01 0 0�
3085 Attractions 1485� 588+ 0 0 0�
3085'Productions 2325, 5331 960 714
3088''Productions 723' 153 0 293E 214
30881Attractions 42T 169 0 0� 01
—i
3089 Attractions 143 57 0" 0 0�
3089 Productions 242. 51 0' 98 71
3090 Productions 88, 19 01 35 25�
309OAttractions 51 21 01 0 01
3091 Attractions 4311 2071 239' 648 1421
3091iProductions 4951 2430 5211, 2012 1478
3092 Productions 1272 27O 0 517 379�
3092Attractions 7521 298' Of 0' 0
3093;Productions 3252 774 163 1350 1023
3093 Attractions 2157 855 360, 975 Oj
3094'Productions 4653 1275 84 1937i 14941
3094'Attractions 3308 1347' 95 259 1411
Page 5
TripEnds 6/15/2009
WRSATM Prod-or-Attr H'-0 0-0 O-W s H-W H S
3095 Attractions 721 314 113 308 114
3095 Productions 1030 330 84 417 307`
3096 Productions 482 4065 1447 198 181,
1 3096 Attractions 4318 2744 600' 1626 404T
3097 Attractions 950 378! 0 1 61
3098 Productions 1398 339' 163 581 445�
3097 Productions 1595^ 345 2. 648 47
5j
3098Attractions 945 374' 360 975 q
f 3099 Attractions 1034 409 93 254 0i
3099'Productions 1749 371 4Z 710, 521E
j 3100:Attractions 840 332 3731 10104 0
3100+Productions 1075 301' 1692' 441 403
3101'Productions 464 98- 0: 187 1381
{ 3101,Attractions 274 108 0 0' 0!
I 3102 Productions 92 32- $ 37 26
3102Attractions 681 30 9; 25 131
3103Productions 4111 87 31 166. 122
3103Attractions 243 96 691 18& 0
3104Attractions 3892' 1942: 2011, 545 1569
i 3104,'Productions 3938 2372 547 1605, 1178
3105 Attractions 1258: 500 4 11 6
3105 Productions 21161 456 3 860 630
j 3107 Productions 295 63 0! 119 87
3107Attractions 175! 69 0f 0. 0
3108Attractions 1102 445 29 79 33
s 3108 Productions 1809; 4161 21 734; 539
3110Attractions 20 81 Oi 0 0
3110;Productions 33' 7' Oi 13 9'
3111 Attractions 51' 20 0; 0 0
3111'Productions 85; 18' 0+ 34 241
3112 Attractions 0 0 Oi 0 0
raductions 0 O! Of_ 0: 0
3113 Attractions 855 371 106i 289 127
3113,Productions 1236 386 85' 502 368
3114Attractions 143 57 0 0 0
3114 Productions 242 51 Ol 98 71
I 3115Attractions 70 27' 0 0:
01
3115!Productions 118 25' 0 48 35€
3116Attractions 98 61 77; 208 871
3116 Productions 22 89 60.' 8 61
3117'Productions 272 131 49 109 8L
3117 Attractions 237 112 61 166 74
Page 6
TripEnds 6/15/2009
WRSATM ' Prod-or-Attr H-0 0-0 O-W H-W H-S
3118 Productions 704 149 Ol 285 208I
3118 Attractions 416 165 0 0 0<
31191Productions 40 8 0 15 11
3119 Attractions 24 9 0 0 01
3120'Attractions 822 325 0 0 O
3120'Productions 1332 295` Ol 543 401(
3121 Productions 753 2722 914 310 2291
3121Attractions 3037 1874L 334 905 2626',
3122 Productions 3849 1621 919i 1564 1149
3122 Attractions 3082 1431 1496 4051 828
3123'Attractions 410 2691 1689 4575 417
3123 Productions 4 4064 88T 1 1
3124Attractions 885 476 924i 2504 491
3124Productions 618 623i 562! 255 192i
3125 Productions 441 93; 0 177 130
,. ..
3125Attractions 261 103 0 0 0l
3126 Productions 3192 6691 0i 1297 949
3126 Attractions 1865 739, 0± 0. 0'
3127Attractions 62; 241 0, 0 0
3127;Productions 103 22; b� 41 31
_ . .__. _._.. __ _ _ __. .. ._._ _e
3128iAttractions 213 110. 11 31 101,
3128':Productions IWI 135 34, 71 541
t 3129 Attractions 12354; 7539 1195 3236 103581
r 3129 Productions 290t 10871 355Q 1194 1088
3130 Productions 1050, 3730 1260i� 432 383
3130.Attractions 425& 25921 511; 1385 3542
3131'Productions 1597: 373. U 6484 476
3131 Attractions 982! 397, 3 10 33
3132 Productions 2792 593 G 1134 833
i 3132'Attractions 1653 655" 0! 0 0
3133 Productions 273° 2613 897 112 99j
. _ _
3133Attractions 2756i 1759 306, 830 2613
3134 Productions 1864 2597, 758 773 582
3134Attractions 3388 1909 2501 676 2222i
3135 Attractions 3685 2426. 444; 1202: 3785
3135'Productions 0, 3674. 13001 Q 0
3136Attractions 1079 628 93 254 787
( 3136 Productions 458 877 271 189 145
3137Attractions 2328' 1532 18M 4900: 23901
3137 Productions 0 2321 1515 0 01
3138 Productions 0 490. 559 0 01
3138 Attractions 491 323 911 2467 5051
Page 7
TripEnds 6/15/2009
WRSATM Prod-or-Attr H-O 0-0 O-W H-W H-S
3139 Attractions 2121 1248 204 552 1596
3139 Productions 813 1753 556 339 266
3140'Productions 804 689 349 330 300!
j 3140Attractions 1094 555 465 1259 478;
3141 Attractions 1036 460, 24 67 195
3141''Productions 1244' 493` 68 516 3981
j_ _
i 3142'Productions 995 700 171 409 3051
3142 Attractions 1111 564 67 183 484
3143 Productions 840 1733 592 345 313
i 3143.Attractions 2158 1249 3191 863 15421
3144'Productions 438 724 213; 179 16311
3144;Attractions 946 533 74 200 619
3145 Productions 677 478 10& 281 242,
3145 Attractions 809 398 39i 107 3031,
3146 Productions 1268; 7298 2511: 527 418
3146Attractions 789L 4961' 936� 2536 71861
3147 Productions 1294' 347` 23! 538 4131
31417'Attractions 910 369 -30i 82 331
3148 Attractions 1595 783 95i 2597 592
314&Productions 1350! 941 215! 561, 479
3149Attractions 738 437 113, 306 565
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31490roductions i 2901 616' 2153 118 871
3150 Productions 741 190 & 307 247
3150;Attractions 529 209 d 0 0
3151 Productions 2684 2493 653; 1115 8521
3151Attractions 3657 1934, 221 606 18991
3152Attractions 469 189 11 5 131
3152`Productions 642` 176� 4, 263, 2191
_ _
3153 Attractions 1261 685 340 921 727
3153=Productions 955 904` 365�1 3871 281
3154_Attractions 444. 196 55! 151 801
3154 Productions� 616 �209. 48f 25&� 183`
3155 Attractions 6 4 31 10 6
i 3155Productions 0 6' 1 0' OI
3156 Attractions 3821 2353 515i 1394 3286
I 3156Productions 1047 3413 11881 425 312
3157 Attractions 3521 1631 133; 360 922
3157'Productions 4222 1837` 328 1746 12941
3158:Attractions 628 357 54; 148 4241
3158 Productions 274 489 148, 112 102
3159'Productions 1125 3743 1435 466 3541
3159Attractions 4226, 2589 871; 2359 3583
Page 8
TripEnds 6/15/2009
WRSATM Prod-or-Attr H-0 0-0 O-W H-W H-S
3160'Productions 4678 1332 105 1944 1560,
3160Attractions 3408 1395 119` 323 175
3161'Attractions 430' 194 63 171 9411
3161 Productions 505 213' 56 208 160
3162'Attractions 72 47 153 415 74#
I 3162 Productions 0 71 91 0 0'
3163'Attractions 774 456 164 446 5851
3163 Productions 343 642 244 139 101t
3164'Productions 418 200 156 168 124i
i
i 3164Attractions 359 171' 272. 737 114i
3165Attractions 3016 1604 248 671 1602!
3165 Productions 2458r 2078 57& 998 734'
3166 Productions 0 0 0 0 0
3166Attractions 0
0 0, 0 0
316TProductions 471' 100 0. 190 139!
3167'Attractions 278 110 0= 1 O
3168 Productions 1403 304 3 569 418�
3168;Attractions ; 837 333 3� 10- 6'
3169Attractions 71 39 29� 79 40
_ _
3169,Productions 55 51 24 22 16
_,
3170;Productions 377' 80, 0 152 111
3170Attractions 223 88 6 0! 0
3171Attractions 343 136. Oi 0 0
i 3171 Productions i 579 123 0, 235 171
3172Productions 5849, 2848, 553� 2436 18971
z 1
3173Attractions 255T 1374` 1663 449 14141
3173 Productions 1795, 1797 486` 744, 5611
_ __-- _. _ ._.
3175 Attractions 403 159 0 0 0
( 3175�Productions _ 684; 144 G 277 202
3177,Productions 1729j 389 6 703 516
! 3177 Attractions 10501 421 2 6 201
3178 Attractions 124 82 84 229 127
t. 317&Productions 0' 124 751 0; 0
3179Productions 624 132 Oj 253 185
3179Attractions 369° 146 Oi 0 �Ol
3181Attractions 3490 1383 0 0 0
3181;Productions 5906 1253 0° 2400 1763
3182'Productions 4 1440 508 1 1
t 3182Attractions 1446• 951 173 469 14811
! 3183 Productions 4073 949 30 1654' 12151
3183 Attractions 2494 1010; 10, 28 871
Page 9
TripEnds 6/15/2009
WRSATM Prod-or-Attr H-0 0-0 O-W i H-W:. H-.S
3184,Productions 459 109 7 186 136
3184Attractions 281 115 8: 21 131
3185Attractions 617 258 34 92 531
? 3185 Productions 970 255 31 394 288i
_ _i
3189'Productions 0 9108 3223 0 0
j 3189 Attractions 9135 6014 1099 2977 93811
j 3190Attractions 2426 1597 292 791 2491
_ _ _.
3190 Productions 0 2419 856 0' 0
3191'Attractions 1669 1019. 161 437 1400
3191'Productions 404 1469 48& 164 150
3192.Productions 0 3302 1168: 0 0�
3192 Attractions 3311 2186 39& 1079' 3401
31931Productions 945 4009. 1325_ 384 352
i 3193Attractions 4477 - 2761 44T 1212, 3865
3194 Productions 323. 295 268" 130: 94
3194}Attractions 416 225 440 1193 235
3195!Productions 6; 263 2901 2 2
31951ttractions 267' 174' 467 1266- 269
3196'Attractions 2789; 1835 376; 1018' 2862
31960roductians 3,
._ _...._ _ 2779 1001 1 1
' ct� �
3197'Attractions 434, 172 0!.. .___,.01
0
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- 319T:ProductionsA,_., 763;.._. 155;.. . 01.. 310 .- .22...
5
3198!Productions 879j 199" 141 357 260
3198 Attractions 520 211 19' 52 20
3199;Productions 57 12 0 23 16
31WAttractions 33: 13 0 0' 0
I 3200Attractions 361, 235 41 114 363
__. _
�- 32007:Productions 11, 355' 124� 4i 3
3201 Attractions 0' 0 0 0` 0
3201 Productions 0( 0 Oi 0. 0
3202•Attractions 3083: 1490 123 333 1050
3202 Productions 2732 1760 36& 1110 1020
3203Attractions 111 4 0' 01 0
3203 Productions 18 4 0 7 5
3204 Productions 0; G 01 0 0
I 3204 Attractions 0= 0` 0' 0 U
3205Attractions 479 205 50 136 60
3205 Productions 74U 209 40 300; 2181
3206'Attractions 9 31 01 1 0
3206 Productions 15 3: a 6 4
320TAttractions 31 14 4 Ill 6
3207;Productions 42 15 3 16 12
Page 10
TripEnds 6/15/2009
WRSATM Prod or-Attr H-0 0-0 i O-W H-W H-S
32081Attractions 9 3 0 0 0
3208 Productions 15 3 0 6 41
3209 Productions 0 0 0 0' 01
j 3209 Attractions 0 0' 0. 0 O
3210'Attractions 513 203' 0 0 0!
3210'Productions 878 184 0 356 2611
j 3211:Attractions 165` 65' 0+ 0' 0
321tProductions 283 59' 0 114 83
3212;Attractions 2 0 0 0 0
. 32120roductions 3 0` 0' 1 1
3213 Productions 221, 805 263, 89 81l
3213Attractions 915 558 88� 240 767
3214 Productions 2386 509 11 970 707
3214Attractions 1382 553 11. 31' 201
3215 Productions 482 1753 572' 196 1791
3215Attractions 1992 1216 192 522' 16701
3216 Attractions 604 241 3 10 61
3216'Productions , 10471 221 3,` 425; 3091
3217Productions 1124 230 0' 457 332�
3217Attractions 643: 254 0' Oi 0
3218Productions 1 124 87, 1 1
3218-,Attractions 126' 82 1101 299' 127
3219 Attractions 33: 13 0; & 0l
3219 Productions 5t 12, 0l 23; 161
3220.Productions 0 78 27j 0 0
i- 3220Attractions 78 51 9! 25' 801
3221�Attractions 2283, 1425 269i 729: 20401
3221:Productions 391 208T 714; 159i 1451
3222 Productions 15, 9
2=; 6 4�
_ _ 1
3222Attractions 15` 7 l 3 6
3223 Attractions 7065 4534 7961 21551 67951
3223 Productions 786 6758 2334 320i 2321
3224Attractions 1180 476 27 75 33�
3224.Productions 1949' 444' 22 797 5821
3225 Productions 26, 424 M& 10, 71
3225-Attractions 435i 282 51, 138 431'
I 322&Productions 696 146 Oi 282 2061
3226Attractions 407' 161 0' 0' 0?
3227Attractions 168 66z 0 0 01
3227 Productions 287 60 0' 116 84'
3228 Productions 10429 4931 894 4333 33451
3228Attractions 9327 4346' 342 927 2545
Page 11
TripEnds 6/15/2009
WRSATM Prod-or-Attr H-0 O-O O-W H-W H-S
3229 Productions 767 155 0 311 2261
3229 Attractions 434 172 0 0 0!!
3230'Productions 1033 210 0 419 304!
3230Attractions 585 231 0 0 01
3231 Productions 18 17 8 7' 51
j 3231;Attractions 24 13 9' 25 131
} 3231Productions 152 119 30' 61 571
3232Attractions 194 97 15 42 801
I 3233 Attractions 59 27 2446 6623 131
3233 Productions 81 29 1113 32 231
3234Attractions 176 75 10 28 201
32340roductions 276 76 10' 111 81
3236 Attractions 62 24. 2798 7576 01
3236 Productions 105, 22 1268i 42, 301
323TAttractions 24- 91 & oo 0
32370roductions 40 8 0 -16 11
_ _ -
3238Attractions 0 0;
0 0 0
,.
3238_Productions 01 0 0 0, 0�
3239Attractions 2' 0z 674 1825 0
3239?roductions 3 G 305� 1 1
3240Attractions 9194 6053! 1573. 4260 9442
3240:Productions 0 9167, 3455 0 0
3241 Attractions 20 8 70' 191 0�
3241 Productions 33' 7: 32 13 9
_ 3863 Attractions .2994 _ 142T _ 560, 15 `"
17 942
i 3863`Pro duct ions 2660i 1660 527 1694' 996
3864 Attractions 10655' 6521 1464 3964 9004
I 3864!Productions 2418° 9420'_ 327T 994 9OS
f 3865Attractions 1783' 706 0i oa 0
3865Productions 2286 640 0, 939 856
3866 Attractions 5878 3699 801 2168 5367
3866'Productions 902. 5445 1922 374 305
3867Attractions 6939' 4094' 67
7 1833 5266
3867'Productions 2607' 5763 1836' 1086 851
j 3868'Attractions 4318 2744 600' 1626 40471
3868sProductions 482. 4065t 1447 198 181
3869 Productions 1342 5553. 1935 558 455
3869Attractions 6189 3821 834 2258 5361
3870Productions 184 664- 217 74 67,
3870Attractions 756 461 73 198 6331
3871 Productions 65 57 14 25 241
3871 Attractions W 45, 5' 15 401
Page 12
TripEnds 6/15/2009
WRSATM Prod-or-Attr ; H-0 ' 0-0 O-W H-W H-S
3872 Attractions 1646 1004 159 431 1380:
3872'Productions 397 1448 473 161 147
3873!Attractions 8' 5 5 15 6
3873"Productions 2 7 4 0 0
3874'Attractions 3034 1965 383 1039 2990
3874 Productions 161 2947 1042' 655 591
3875;Attractions 1164' 710' 112 304' 976
3875'Productions 281 1024 334 113 103!
3876'Productions 308 1057' 345 126' 1121
3876Attractions 1209' 735 119' 323 1003i
Page 13