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EWEB Master Plan <br />October 2012 <br />e <br />O HIGH ST <br />cJ <br />w <br />JjL <br />> <br />LC5 B �5 <br />= <br />122J1 <br />5 Dek10.5 ~40 <br />o <br />tr <br />© <br />MILL ST EXTENSION <br />Q <br />HIGH ST <br />w <br />CM.NB <br />z <br />CM =SB <br />O <br />151 rs <br />16�~ De 2�3.D 10 <br />z <br />1jL <br />�t/, <br />51 cM =EB is <br />X <br />w <br />OSB <br />'S� De614:3 ~10 <br />w <br />>= <br />VIC =D.01 <br />tit/, <br />m <br />e <br />HIGH ST <br />w <br />Jl <br />Q <br />M =EB <br />4D LUS=e <br />H <br />Dek13.4 <br />VIG =0.12 <br />t <br />HIGH ST <br />w <br />J <br />> <br />OS -B <br />X40 <br />Z 06618.7 <br />� <br />VIC =D.59 <br />tit <br />HI <br />w <br />a su1 Lo�B <br />= 1335 Dek13.8 <br />t/, <br />EWER PARKING <br />® LOT DRIVEWAY <br />> 51 CM =Ne �d <br />= 280~ D 11 J jp <br />w CM= CRITICAL MOVEMENT(UNSIGNALIZED) <br />w <br />LOS = INTERSECTION LEVEL OF SERVICE <br />SIGNALIZED)ICRITICAL MOVEMENT LEVEL <br />OF SERVICE (UNSIGNALIZED) <br />Del = INTERSECTION AVERAGE CONTROL DELAY <br />(SIGNALPFD)ICRITICAL MOVEMENT CONTROL <br />DELAY (UNSIGNALIZED) <br />VIC = CRITICAL VOLJME -TO- CAPACITY RATIO <br />Q MILL ST <br />cJ <br />7 > <br />Z¢ <br />Jl,L <br />W <br />Q <br />Q <br />a ¢ <br />3 Deklzs Ss <br />o <br />tr <br />© <br />MILL ST EXTENSION <br />HILYARD ST <br />w <br />CM.NB <br />> <br />CM =SB <br />= <br />151 rs <br />16�~ De 2�3.D 10 <br />a <br />VIC =0.67 <br />�t/, <br />tit/ <br />® HILYARD ST <br />z <br />0 <br />cJ <br />s 1 L08=5 �s <br />Q <br /><6 ' <br />Q <br />5 � VIC =D.33 X15 5 <br />10=0.3 <br />w <br />t/, <br />tr <br />O <br />® <br />HILYARD ST <br />j <br />CM.NB <br />J L <br />Q <br />C L'JS=t X445 <br />1245 Del =21.D x345 <br />m <br />�t/, <br />A COBURG RD <br />> <br />MINIB <br />Q <br />LUS =D X130 <br />= <br />H <br />Dek32.5 <br />V /Cd,1.62 <br />v <br />tr <br />O <br />NEW SITE ROAD <br />j <br />CM.NB <br />Q <br />H <br />150 LDS =B r25 <br />65� Dek1D.5 rt5 <br />V /Cy.1.Od <br />L <br />J!, <br />CIA =EB <br />LUS =E <br />15 Dal =35.8 <br />V/G =0.12 <br />t <br />RD <br />2021 TOTAL TRAFFIC WEEKDAY AM PEAK HOUR OPERATIONS <br />EUGENE,OREGON <br />Ii KITTELSON & ASSOCIATES. INC. <br />TRANSPORTATION ENGINEERING/ PLANNING <br />