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i'l L'A _ ........ <br />2'i 1XII F01`� FLfl'ANA'lTD <br />FiG,URF-1 2-,) POTFNI] IAL MIFIAAN Al LINDSFY INTERSEECTION LOOKING EAs_l_..........1« <br />FIGURF 29 POTENTIAL MEDIAN AT Lll,,.IDS[7.Y INTERSECTION! LOOKING WEST......... 49 <br />FIGURE 30 PHASE 2 ROADWAY IMPROVEMENTS ............... .......................................... 51 <br />FIGURE 31 KAWAIHAE ROAD BYPASS TRAVEL DISTANCE ........ ........ ......... ........... 52 <br />FIGURE 32 INTRA-WAIMEA TRANSIT SHUTTLE .............................................................. 54 <br />FIGURE 33 PEDESTRIAN AND BIKE NETWORK ............................................................... 55 <br />FIGURE 34 AM PEAK HOUR TRAVEL TIME ALONG MAMALAHOA HWY ........................ 59 <br />FIGURE 35 AM PEAK HOUR TRAVEL TIME ALONG KAWAIHAE RD ...............................60 <br />FIGURE 36 AM PEAK HOUR INTERSECTION DELAY IN SECONDS/VEHICLE ...............61 <br />FIGURE 37 PM PEAK HOUR TRAVEL TIME ALONG MAMALAHOA HWY ........................62 <br />FIGURE 38 PM PEAK HOUR TRAVEL TIME ALONG KAWAIHAE RD ...............................63 <br />FIGURE 39 PM PEAK HOUR INTERSECTION DELAY IN SECONDSNEHICLE ..............64 <br />LIST OF TABLES <br />TABLE 1 SIGNAL COORDINATION PLANS ...................................................................... 23 <br />TABLE 2 DEVELOPMENTS PROJECTED WITHIN THE YEAR 2011 ...............................34 <br />TABLE 3 PLANNING LEVEL CAPITAL COST ESTIMATE BY PHASE .............................56 <br />TABLE 4 SCENARIOS EVALUATED FOR THE SHORT-TERM PROJECTS ...................57 <br />Countle, of Fb`pw6ff vi Waimc-al Traffic Circulation Study <br />PR Amevic;as, hic- December 2007 <br />