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KTL Kona Villas November 2021 Final TIAR Addendum <br /> M Page 13 <br /> International 12/12/2022 <br /> Innovate I Adapt I Sustain <br /> 3. Updated Future (2039) With Project <br /> The updated Future (203 9) With Project volumes were updated with the Phase 1 Project Related <br /> trips and are shown in Figure 7. <br /> Route,li <br /> � r, Route 11 <br /> r a". 140(71) <br /> U <br /> 44(10) � <br /> -," <br /> s6[ss) n. <br /> Route 19 to Waimea x' tip i <br /> m �42 65 w <br /> ry —9051 Route 1 I <br /> .1 Route 11 <br /> - J l '165[2271u <br /> ✓ '4 1• $ } � Route 1 <br /> 597(1160)— n V <br /> 213(503)- _ti <br /> m n <br /> log[68}� <br /> Route 11 to Keauhou 0{01 <br /> Route19 to Waimea s 7 <br /> 2 f-� T„mom <br /> c V 545(368) w-+ <br /> a..�932(764) <br /> c b h <br /> s 1117[190)� Route 1 <br /> 42Z[g <br /> Route 11 to Kea <br /> Route 11 <br /> 140(104)„ Route 11 <br /> —59(23) Ej <br /> 112(53) <br /> 75 L1F-�� <br /> W <br /> a" 0[oy�L I <br /> v V 159(32 r m <br /> Route 11 v m <br /> g <br /> A F' <br /> Route I1 .� <br /> Route 11 Route 11 <br /> mmo <br /> nm k-307{233) 11-17(21) <br /> •+ —43{42) �^m <br /> +-12(11) <br /> 1031771w t l /16() T <br /> E Y $ f 3 <br /> 8(30) f L <br /> N 1, 182(343� 1 t f - <br /> E 5[ll - <br /> V NV <br /> P� <br /> Not to Scale Route 11 m <br /> Route ll.� <br /> Lepend <br /> d Peak Hour Volumes Analyzed Royal Signalized Unsignalized <br /> # # # Vistas S Stop Sign <br /> AM)PM)(vehfhr) Intersection Roadway Intersection (�) Intersection <br /> Figure 7: Future (2039)With Project Peak Hour Volumes (updated) <br /> Future (2039) With Project intersection and movement LOS and average delay (in seconds per <br /> vehicle) were determined for the AM and PM peak hours. Table 3 show the vehicular delay and <br />