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u <br /> 60(61) c.. <br /> 194(taa) E 407(183) <br /> ��: <br /> �vt ariposa Rd. F Manposa Rd. Arch Rd. <br /> Man posa Rd. <br /> 73,414 ,n5} <br /> I I I 33 <br /> rr —1 <br /> —� —� (31i1G3 ---A <br /> 14061? _ <br /> n 6 7 ! O i 7 <br /> _ C <br /> a <br /> 771 (ar, T L <br /> *— 272(332) <br /> 19 47') <br /> 11 fi7) mAr <br /> Arch Rd. l ¢ RcvRch Rd <br /> f <br /> N)31)36U _ - I1 I tl�) 1Q <br /> (209)5N —► .31 _w y is <br /> (I IQ Ion �> _ _16 <br /> - <br /> g 2 <br /> 4 ,7 1•) <br /> O .., 6 i 14) _r_ 166(90) IEO) <br /> ? = 47(99) 12 (9) <br /> 3� <br /> �— <br /> t� 17( ) I French Camp Rd <br /> Bench Camp Rd ILJ Frenrh Camp Rd <br /> 5 6) It _ } <br /> i I'0r 7`. (l0)1. <br /> (laa 117 _� I it �) 2 <br /> �r a2�i 139 <br /> (3 r") 1_.a am `- ¢ <br /> (2Q. 2a <br /> `-' - — 3 <br /> F <br /> Figure IV.B-2 <br /> Existing (2018) Study Intersection Peak-hour Traffic Volumes Source:PHA Transportation Consultants <br /> .■� ..k ... ■■ llllllllll on& ... ... .i. .. .. r <br />