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<br />2 <br /> <br />At the time that the original traffic appraisal was maces <br />it was necessary to make a numb~r of assumptions concerning <br />the probable 1985 dev~lopment of currently undeveloped land. <br />Since that times the proposed rf"sidential densi,ties for lnns- <br />bruck have been lowered substantially, and some specific <br />uses are proposed in other areas. Current planning dictatf"d <br />an update in the traffic appraisal to rf-flect these changes. <br /> <br />As anticipated, the forecast 1985 traffic volumes are down <br />'", substantially from the original appraisal because of the red- <br />uced residential densities. <br /> <br /> <br />Attached hereto is data pertinent to planning of <br />posed tennis court facility near the intersection of <br />Innsbruck Drive and 27th Avenue N.W. <br /> <br /> <br />Level of Service "A" is indicated for this intersection. <br />For perspective, the traffic during the peak hour is about <br />half that required in a traffic signal warrant. During the <br />off peak periods, traffic would be substantially lower. <br /> <br />I. <br />t <br />t, <br />\ <br /> <br />In summation, traffic conditions in the vicinity of the <br />tennis court facility will be very good. This use of the <br />property is a very low traffic generator. Except for the <br />usual check of the roadway geometries in the final design, <br />there is no need for concern about traffic operations. <br /> <br /> <br />. .very tru[;f~ <br /> <br />'~ f <br />~ack W. Anderson, P.E. <br />l <br />V <br /> <br />Attach~tl: <br />Trip generation areas <br />1985 PM Peak Hour Trip Table <br />1985 Turning Movements - North lnnsbruck Drive @ 27th Ave N.W.. <br />