11014 19TH AVE SE 24 HOUR FITNESS 2018-01-01 MF Import

! � Mr. Ryan Sass July 14, 2006 Page 4 � The Silver Lake Center development, with the credit for the existing uses, will generate 2,836 { average daily trips with 302 PM peak-hour trips (145 inbound/157 outbound). A � summary of the trip generation has been included in Tabie 3. The trip generation calculations have been included in the attachments. IThe tcip generation performed by Perteet did not include internal crossover reductions for trips � traveling between the office, retail and residential uses. GTC has cal�ulated the internal I crosser reductions, using standard ITE methodologies, to be 14% for the daily trip generation I and I S% for the PM peak-hour trip generation. These reductions have nut been included in � GTC's trip generation calculations for the level of service and access analysis to be conservative and to be consistent witl� Perteet's analysis. However, these industry standazd reductions have been included in the miti�ation calculations, which aze discussed later in this � report. Trip Distribution , Trip dis!ribu!ion and ass�gnments for the development are based the original PeReet traffic impact analysis. It is estimated that 80% of the developments Irips will travel along SR-527, I forty percent to ar:d from the north and forty percent to and from the south. Of the remaining 20%, five percent will travel to and from the east along 110`h Strzet SE and fifteen percent will travel to and from the west along 112`h Str�et SE. There was a discrepancy in Perteet's � trip distribution along SR-527 north of the development. This discrepancy has been corrected by GTC, but will have no impact on the ana(ysis in ihis update. The developments trip distribution, daily and peak-l�our traffic assignments have been included in Figure 3. � Intersection Level of Service Analysis � Turui�+g Nfovemeirt Y'olun+es � The study intersections have been analyzed for the baseline and with development conditions. Perteet used a 2-year horizon period, the ye : 2006, and GTC has used the same 2-year horizon period, the year 2008 for this update. � The 2008 baseline turning movemient volumes were calculated by applying an annually compounded growtl� rate to the ex�sting volumes. 'fhe gowth rate was calculated to be 4% � annually based on the growth from the 2004 volumes in ihe Perteet study to the 2006 volumes coil:cted for this update. The 2008 baseline volumes have been shown in Figure 4. The 2008 future with development volumes have been calculated by adding the developments trips r" to the 2008 baseline volumes. The 2008 future with development vohunes have been shown � in Eigure 5. I� � � � ��a RAFFIC ' ; Oa�3Md4Qa4�