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Mr.Wayne Wentz <br /> June 1, 1998 <br /> Page 3 <br /> Table 1 <br /> Trip Generation Summary <br /> Trip Source Dependent ADT Weekda PM or Sunda Peak Hour <br /> Variable Inbound Outbound Total <br /> NC Church <br /> Sunda Totals 110(f0 sf 403 53 51 104 <br /> NCAcademy <br /> Faculty 22 staff 66 <br /> EnrolLnent 245 students 492 <br /> Ministry 11 staff 4'. <br /> Weekda Totals 204 students"` 602 60 71 131 <br /> *Note: This variable was used to calculate the p.m. peak hour trips only. <br /> The trip distribution of the estimated NCC and NCA project generated traffic is based on <br /> congregation and student demographic information prcvided by Northshore Christian Church for <br /> their existing facility. Figures 3 and 4 show the trip distribution percentages for the Academy <br /> (weekdays) and Congregation (Sundays), respectively. The weekday daily and p.m. peak and <br /> Sunday daily and peak hour trip assignments based on the distribution percentages are shown in <br /> figures 5 and 6, respectively. <br /> Level of Service Analysis <br /> A level of service (LOS1 anslysis was conducted for the intersection of 23rd Drive West and <br /> Merrill Creek Parkway based on the methodology outlined in the 1994 Highway Capacity <br /> Manual. The LOS analysis was conducted for the p.rn. peak hour under 1998 existing and 2000- <br /> wilh-project conditions. The results of the LOS analysis indicates that the intersection currently <br /> operaces at LOS B for the southbound movements from 23rd Urive West and will continue to do <br /> so with the developmen[. LOS calculations are attached for reference. <br /> Signal Warrant Analysis <br /> A signal warrant analysis was also conducted for the intersection of 23rd Drive West and Merrill <br /> Creek Parkway. The signal warrant analysis followed the methodology and guidelines oudined <br /> in the Manual of Unifcrm Traffic Control Devices (MUTCD). Traffic volumes were collected <br /> on February 24, 1998 for the three epproaches of the intersection. Single lane approaches <br /> currendy exists at the intersection. The results of the signal warrant analysis indicates that the <br /> intcrsection currendy does not meet any of the signal warrants ideatified in the MUTCD. <br /> \V'tr nr,q_ctn��nrnjrrG��qnnngWnrchiuiA'ORTNTlA.DOC <br /> w. <br />