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Frewert Trucking TIS <br /> Figure 5: Background Conditions Peak Hour Traffic Volumes <br /> ® 5.Harlan Rd& 1-5 NB Off Ramp& 1-5 SB Off Ramp& <br /> Roth Rd ® Roth Rd ® Roth Rd <br /> a E <br /> — 45(65) m 290(3801 m F 70(113} <br /> m h � 2411347) � N <br /> -4J L> ` 28148) N F 232{238) � y _ 177(175) <br /> RAM Rath Ad Rath Rd <br /> 77(76) "C-1 t r)- 83(48) � 133{95) <br /> 312(2 8) o 329(317) 0 53(42) <br /> 144(150) <br /> �r ry <br /> Roth Rd&Manthey Rd ® Frewert Rd& <br /> Manthey Rd <br /> m 28(8b) _ <br /> La 951851 <br /> Aoth Ad Frewert Rd <br /> t 12(9) t <br /> 7{111 <br /> LEGEND <br /> I;"j Project Site XX AM Peak Hour Volumes <br /> ® Study Intersection (XX) PM Peak Hour Volumes <br /> N <br /> Project Driveway A <br /> 094-135 108/2022 <br /> TJ KM <br />