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i <br /> 1 <br /> * Y3 <br /> 1 <br /> R 8 9 10 M 11 ^ <br /> Q a 9(51) <br /> g °O <br /> F 60(61) , E--407(183) c� 2 [$) <br /> m E--- 244(264) F 207(255) <br /> Mariposa Rd. Arch Rd. <br /> NMariposa Rd. Marposa Rd. <br /> r (57)18 �+ 4- <br /> i (38} 1 9 � (6 33 �y <br /> [5$0)425 (612)594 10 (396)179 (63)212 �a <br /> (406)258 p <br /> 1 <br /> nE <br /> 7 V ry^ 12(46) �J y � 312(364) <br /> N F 252(520) 0 0 A—, 113(226) <br /> 11(27) w �r– <br /> g° � o, s <br /> y Foch Rd, �� N Arch Rd. 1 (226)26 a <br /> (55)12 (84)98 1`�I <br /> (231)360 --7p(241)587irl; (592)231 E- <br /> (119) <br /> .t (Sl) d8 <br /> �N <br /> (119)160 (309) 348=:� <br /> m _ <br /> n ry c h�v u o, <br /> _ r <br /> 1'Y V <br /> 2 v�fi 42 (5) <br /> _ 297(18U, <br /> V 32(35) 166(99) a 12 (9) <br /> 343(233) ^'ry 187(131) <br /> -. <br /> �In 17(7)y RrEIChCBmpRd �� 3(-1) Frenchcamp Rd. <br /> y French cam p Rd 5 a : <br /> ,� <br /> T_ ( (517)113 <br /> {144 117 __;T `� (433)433) 1550 (23) 8 (2) 2 <br /> (384) 145 4 <br /> (31) 8 <br /> (20) 24 v , <br /> 3 r zz, o <br /> 'r <br /> Figure IV.6-4 <br /> Existing plus Project Peak Hour Traffic Volumes Source: PHA Transportation Consultants <br />