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ATTACHMENT I TABLE 3 LEVEL OF SERVICE AND DELAY SUMMARIES Existing Development (2003) & Existing Roadway Network Average D~lay per Vehicle at Study Intersections Morning Peak Hour Evening Peak Hour Number of Intersections # of Vehicles Seconds of Delay # of Vehicles Seconds of Delay Level Of Service PerCent of Study LOS I Average Delay AM PM intersections Cumulative PerCent 228,792 8,763,733 283,t05 5,995,372 A <- 10 seconds 52 43 39.9% 39.9% 25 second average 21 second average Approved Development (2010) & Approved Roadway Network* Average Delay per Vehicle at Study Intersections Morning Peak Hour Evening Peak Hour Number of Intersections # of Vehicles Seconds of Delay # of Vehicles Seconds 0f Delay Level Of Service Percent of Study LOS I Average Delay AM PM Intersections Cumulative Percent 30~,112 12,946,791 369,414 17,286,538 A <_ 10 seconds 24 24 19.8% 19.8% 43 second average 47 second average B · 10 and _< 20 seconds 46 46 57.9% 57.6% LOS D LOS D C · 20 and _< 35 seconds 18 25 17.7% 75.3% D · 35 and _< 55 seconds 2t 9 12.3% 87.7% Total Hours of Delay Total Hours of Delay · 55 and <_80 seconds 4 8 4.9% 92.6% 8,896 4,802 · 80 seconds t2 6 7.4% 100.0% 125 118 · Approved Roadway Network: Street system as desedbed in the 2CO3 Baseline Traff-~ RepOrt Approved Development (2010) with Proposed Mitigations Average Delay per Vehicle at Study Intersections Morning Peak Hour Evening Peak Hour Num bar of Intersections # of Vehicles Seconds of Delay # of Vehicles Seconds 0f Delay Level Of Service PerCent of Study LOS I Average Delay AM PM Intersections Cumulative PerCent 301,705 ?,067,217 371,897 10,230,038 A _< 10 seconds 36 30 25.8% 25.8% 23 second average 28 second average B · 10 and _< 20 seconds 50 48 38.3% 64.1% LOS C LOS C C · 20 and <_ 35 seconds 27 31 22.7% 86,7% D · 35 and ~< 55 seconds 10 13 9.0% 95.7% Total Hours of Delay Total Hours of Delay · 55 and _< 80 seconds t I 0.8% 96.5% 1,963 2,842 · 80 seconds 4 5 3.5% 100.0% 128 128