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META Housing -Santa Ana Arts Collective Parking Analysis <br />April 20, 201 G <br />Page 9 <br />Visitor /Employee Parking Calculations — 13 Spaces <br />At 80 %, the maximum visitor /employee traffic volume is 10.4 vehicles (.8 x 13). There is one entrance to the <br />parking garage. Therefore, if all of the visitor and employee vehicles arrived at the same time, there would be <br />a volume rate of 10.4 vehicles per lane. The TIF is then calculated as: <br />10.4 vehicles per lane _ 800 est. peak -hour traffic rate = .013 TIF <br />Exhibit "C" — Reservoir Needs vs. Traffic Intensity, indicates that a .013 TIF falls well within a LOS of "A" on a <br />scale of "A" to "E ", LOS "A" being the best. LOS "A" is the range from approximately 0 to ,55. <br />Residential Parking Calculations — 99 Sgaces <br />At 80 %, the maximum overall traffic volume is 79.2 vehicles (.8 x 99). There Is one entrance to the parking <br />garage. Therefore, there is a volume rate of 79.2 vehicles per lane. The TIF is then calculated as: <br />79.2 vehicles per lane - 324 est. peak hour traffic rate = .244 TIF <br />Exhibit "C' — Reservoir Needs vs. Traffic Intensity, indicates that a .244 TIF falls within a Level of Service <br />(LOS) of "A" on a scale of "A" to "E ", LOS "A" being the best. <br />EXHIBIT "C" <br />RESERVOIR NELGS Vf.a. 'RAFFI.^. INTENSITY <br />; <br />L -�- <br />° -_— ` d _ <br />ff <br />Trtiffl IpAnnrllY G� kb i?Yrl...tl Raltsi. H °y. wur'vki, R,ala? <br />t <br />31 D -33 <br />