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184 <br /> 2020 No-Build <br /> Adjacent Development Volumes <br /> Figure 5 <br /> Turning Movement <br /> ® Intersection Number <br /> ### AM Peak Hour Volumes <br /> (###) PM Peak Hour Volumes <br /> A=COM <br /> DAVIS RD SERVICE RD 1-40 EB OFF RAMP I-40 WB ON RAMP RIPPY LN <br /> �19(27) �58(81) �54(61) <br /> �19(27) �19(27) r1155(161) �13(188) F20(137) <br /> d z <br /> z 7 4 3 2 l <br /> O <br /> C7 <br /> 26(27) 26(27) 26(27) 104(107) 36(93))� <br /> ,0 223(175)� ,o <br /> 0 <br /> 0 <br /> r I <br /> I Waterstone I <br /> ———l Development I <br /> I I <br /> I-40 EB ON RAMP I-40 WB OFF RAMP WATERSTONE DR <br /> NOT TO SCALE <br />