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MAY- 9-97 FRI 13:09 SRF FAX NO. 4752429 P. 04 : <br /> 11110 <br /> TABLE 1 <br /> ESTIMATED TRIP GENERATION <br /> Evening Peak Hour Evening Peak Hour Trips <br /> Land Use Type Size TripRate <br /> `hips In Tries Out Total <br /> Movie Theater 2,648 scats 0.06 102 <br /> Office 33 KSF 68 159 <br /> Restaurants 2.5 14 68 82 <br /> 15 KSF 12.92 102 <br /> 82 184 <br /> Total <br /> 218 207_ 425 <br /> Note: KSF indicates thousand square feet. <br /> INTERSECTION CAPACITY ANALYSIS <br /> The evaluation of the ability of the existing street system to accommodate the additional <br /> restaurant development included an operational analysis of the following intersections (See <br /> Table 2): <br /> • Highway 10 and Long Lake Road <br /> • Highway 10 and Edgewood Drive <br /> • Highway 10 and County Road H-2 • <br /> • Long Lake Road and County Road H-2 <br /> TABLE 2 <br /> INTERSECTION CAPACITY ANALYSIS <br /> Evening Peak Hour Level of Service <br /> Proposed Proposed <br /> O'Neil O'Neil <br /> Existing Development Development <br /> Location <br /> (Theater and (Including <br /> Office Only) Restaurants) <br /> Highway 10/Long Lake Road 8 (a) B t°) B (a) <br /> Highway 10/County Road H-2(b) B (a) B (a) (a) <br /> Highway 10/Edgewood Drive F(c) B CO F <br /> (c) <br /> Long Lake Road/County Road H-2 B <br /> C <br /> (All-way stop) B C <br /> (a) Minor street approaches at Level of Service E/F. <br /> 4111(b) Assumes eastbound approach lanes as driven: one left/through lane and one right turn lane. <br /> (c) Unsignallzed. <br />