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11-07-07-WS/PC
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11-07-07-WS/PC
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11/12/2015 12:24:36 PM
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<br />per year background growth rate was applied to existing through volumes on County <br />Road E and Lexington Avenue to establish 2009 no-build volumes. <br /> <br />3) 2009 post-redevelopment forecasts. Traffic volumes due to the existing office buildings <br />were first removed from the 2009 no-build volumes at the subject intersections. Trip <br />generation presented in Tables I and 2 for the proposed redevelopment represents gross <br />trips. Due to the multi-use nature ofthe subject development, we expect that a portion of <br />the trips generated by the various uses will occur internal to the site. To account for these <br />internal trips, we reduced the gross trip generation for the proposed new retail uses by <br />five percent to arrive at net trips, These net trips due to the proposed three new retail <br />buildings were assigned to the two driveways based on expected directional distribution <br />and location of each new building relative to the driveways. The following are our <br />directional distribution percentages, which are based on the existing traffic patterns for <br />Arden Plaza: <br /> <br />. 30 percent to/from the north on Lexington A venue <br />. 30 percent to/from the south on Lexington A venue <br />. 25 percent to/from the west on County Road E <br />. 15 percent to/from the east on County Road E <br /> <br />Development volumes were then added to the 2009 no-build volumes to arrive at 2009 <br />build volumes. Figure I shows traffic volumes for the two driveway intersections for the <br />following scenarios: existing (2007), 2007 with full occupancy of existing uses, 2009 no- <br />build, and 2009 build. <br /> <br />4) Traffic Analyses, Capacity analyses were completed at the subject intersections for all <br />four of the above scenarios using the Synchro/SimTraffic 7 analysis software. Existing <br />geometrics and traffic control were used in the analysis for all three scenarios, The <br />driveway intersection on County Road E presently provides one left turn lane, one <br />through lane, and one shared through/right turn lane on the east and west approaches. <br />The north approach provides one lane for all movements. The south approach provides <br />one shared through/left turn lane, and a short right turn lane, which provides an effective <br />storage length of about 50 feet. The driveway intersection on Lexington Avenue is a T <br />intersection that presently provides one through lane and one shared through/right turn <br />lane on the north approach and one through lane and one left turn lane on the south <br />approach. The west approach, which serves the Arden Plaza development, provides one <br />left turn lane and a short right turn lane, which is about 50 feet long. The County Road <br />E/Lexington A venue intersection is controlled by a traffic signal and provides one left <br />turn lane, one through lane, and one shared through/right turn lane on all four approaches. <br /> <br />Capacity analysis results are presented in terms of level of service (LOS), which ranges <br />from A to F. LOS A represents the best intersection operation, with very little delay for <br />each vehicle using the intersection, LOS F represents the worst intersection operation <br />with excessive delay. LOS results for the subject intersections are presented in Figure 3 <br />and are discussed in detail next. Synchro worksheets showing delay values and other key <br />outputs are presented in the appendix, <br /> <br />8 <br />
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