pf_03223 - Laserfiche WebLink

Home

I I I I I I I I I I I I I I I I I I TABLE 4 TRAFFIC VOLUMES WITH NEW DEVELO?MENT Existing Peak Hour Vo I ume . Tota I Peak Hour Vo I umes Wi th Site Gener'ated Traff Ic Phase I, II Phase I, II Phase I w/Alternate 1 w/Alternate 2 Ear.t of Entrance Westbound 325 560 885 335 351 345 652 606 620 971 997 Eastbound TOTAL 941 West of Entrance Westbound 325 509 565 693 560 600 664 640 885 1,109 1,229 1,333 Eastbound TOTAL C,'.?AC I TY ANALYSES .Capaclty analyses have been completed to determine whether the surrounding street system can handle efficiently the newly generated traffic from the proposed Waters Edge Development. Analyses were made for the two intersec- tions considered critica: to the movement of traffic: 1) The entrance of the Waters Edge site with County Road B-2 where the new voiumes wit I be concentrated. 2) The signalized intersection of County Road B-2, the Rosedale Shopping Center, and the ramps with Snel ling Avenue where the P.M. peak hour traffic movement could have the "worst" impact. County Road B-2 at Site Entrance The roadway capacity of County Road B-2 at the entrance to the site is 2,300 vehicles per hour, or 1,150 vehicles in each direction. The existing capacity being used based on the 1980 traffic counts is 28% of the west- bound capacity and 49% of the eastbound capacity in The P.M. peak hour. The addition of new traffic generated from the proposed develcpment would raise the used capacity to 29-57% east of the entrance and 44-60% west of the entrance. The roadway capacity used by each alternative is summarized in Table 5. 12