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Q% <br /> r � <br /> 3 <br /> a <br /> i t <br /> 6 10 oN 11 uv <br /> 8 <br /> fi0(61} M c 78(24} -y o 1 62 r'6'') <br /> � 407(183) <br /> a — �� <br /> 231(253) F 194(244) � � <br /> m <br /> F Q Manposa Rd. Arch Rd. <br /> Manposa Rd. Manposa Rd. <br /> N (31) 140 -a (57)18 a <br /> (573}414 � (605)583 (396)179 � (63)33 <br /> 3P (406)258 _ - (31)163 <br /> 10 <br /> rn r a <br /> G 1 <br /> E 7 11 <br /> v Ug <br /> .�� a 12(46} n ��° 272(332) <br /> 3 4 191( } 'b Ar- 113(22 <br /> 12 <br /> 4 co &— 7 <br /> Y Arch Rd. Arch Rd. a Y <br /> (2 3 —T (226)26 <br /> �► a (55)12 (20)19 JI <br /> (209}9)5388 �� � (592)231 � @ � (9) 15 <br /> {1 19)160 {288} 316 f 4 75 <br /> CD <br /> ALV <br /> 4 37 (s) 2 <br /> Z' <br /> 6(14) z f 166(99) 2 n 297(180) v <br /> o. 330(222) `�4 37( °9] � <br /> �',�}�°° 12 {9] J�"� <br /> 17(7} t� (� I French Camp Rd J <br /> French Camp Rd French Camp Rd YY <br /> 5 R <br /> (120) 75 (6) 13 (10) 4 <br /> 117 <br /> (426) 139 J� ($17 1!3 � (2) 2 <br /> (377) <br /> (31) 8 ;a ( 3)) 8 r Q, <br /> (20) 24 n <br /> �G� Cv^ rVs QP cL <br /> Figure IV.6-2 <br /> Existing (2018) Study Intersection Peak-hour Traffic Volumes Source: PHA Transportation Consultants <br />