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are not sufficient to meet any of the volume based warrants. <br />However, since a significant cjnount of development is scheduled for <br />construction during the 1990 and 1991 construction seasons in the vicinity of <br />the intersection, it is appropriate to consider the effects that the planned <br />development will have on the amount of traffic using the intersection, or more <br />specifically the northbound Willow Drive intersection approach. Five <br />buildings are planned for construction by the end of 1991 in the vicinity of <br />the intersection. The building types, locations, and anticipated traffic <br />as follows: <br />Business Tvoe Location Vehicles ner Dav <br />Convenience Store w/Gas SW Quadrant 1000 <br />Fast Food Restaurant SW Quadrant 220 <br />Financial Service Center SW Quadrant 200 <br />Golf Dome and Recreational W. Industrial Blvd. 145 <br />Facility <br />Office/Warehouse Building W. Industrial Blvd. 115 <br />TOTAL = 1680 vpd <br />The above volumes were compared with estimates from the Institute of <br />Transportation Engineer's (ITE) Trip Generation Manual and found to be <br />reasonable. The developer's estimates were used in the warrant an^.^sis, <br />however, since they are site-specific. <br />To estimate the resulting increases in the amount of traffic using the <br />northbound Willow Drive approach, two factors were applied. First of all, a <br />conservative factor of 75 % was applied to the 1680 vpd to account for the