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10 <br /> O _ E• 9 'a v .. – 33(28) <br /> 60(04) f- 407(133) �_ 2 (8) <br /> m 244(264) <br /> t— Manposa Rd 1A Arch Rd. <br /> ¢ Manposa Rd. Manposa Rd. (57)18 ac I a <br /> 51 i <br /> 5M (63)33 <br /> (`£0)425 '� (612) 10 � (63)242 <br /> (406)258 - <br /> c <br /> _ P <br /> Q - <br /> 12 <br /> 7 _ 6 _ a <br /> s <br /> r< f— 312(224) <br /> 1131226, � 12 <br /> ,4 � ` P <br /> Arch Rd. <br /> (231 3n0 <br /> (2411 587 231 —W E(IM Inn 34ZZ* T <br /> �� I <br /> m <br /> _ J' <br /> I <br /> 3 ' 0 41.21 2 — <br /> 7(1 <br /> 32 <br /> 343(2331 <br /> a� 17(7) French camp Rd�� French ramp Rd <br /> Y� <br /> rlench Cane Rd � (i0) 4 R 1 <br /> U20) 7`• �,. l 113 Q ° V7 <br /> (144 111 (433) 150 <br /> (2'34) 11 <br /> QUI ?4 (31) 8 �',� rr <br /> � o N <br /> P Q <br /> Figure IV.113-4 <br /> Existing plus Project Peak Hour Traffic Volumes Source: PHA Transportation Consultants <br />