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Frewert Trucking T!5 <br /> Figure 7: Background plus Project Peak Hour Traffic Volumes <br /> ® 5.Harlan Rd& 1-5 NB Off Ramp& 1-5 s8 Off Ramp& <br /> Roth Rd ® Rath Rd ® Roth Rd <br /> 45(6S) o <br /> v 290(380) rn _m q 109{163) <br /> F Zb2(374J n � N <br /> ,J I l.� 28(48) F—z53(265) --CJ - f- <br /> 177{l75} <br /> �r 11 Rath Rd Rath Rd Roth Rd <br /> 77(76) J' f r* (76) 175(155) <br /> 335(320) 352(349) 72(70) <br /> 144(150) p ^ o <br /> o <br /> Roth Rd&Manthey Rd ® Frewert Rd& ® Frewert Rd& <br /> Manthey Rd Project Driveway#1 <br /> a s o ry <br /> M M 28(86) o t—60(65) <br /> y 153 042) t 1 �Ir 24(30) <br /> Roth Rd FrewertAd Frewert Ad <br /> t71(97) 56(76)'—)�- a <br /> m <br /> 0 10(16) X 0(0) 4 <br /> V pi <br /> ® Frewen Rd& <br /> Project Driveway#2 <br /> F 24(18) <br /> r 36(47) <br /> Frewert Rd ■ <br /> 17(20) a E'1 <br /> 0(0)1 o <br /> M <br /> LEGEND <br /> 04 Project Site XX AM Peak Hour Volumes <br /> ® Study Intersection (XX) PM Peak Hour Volumes <br /> N <br /> Project Driveway A <br /> 094-135108/2022 <br /> TJ KM <br />