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Item 6B TIA Appendix Appendix List of Sections 1. Conceptual Site Plan 2. Traffic Data Collection 3. 2015 Existing Traffic Analysis 4. 2016 Future Background Traffic Analysis 5. Total Traffic (Site + Background) Analysis, 2016 Traffic Impact Analysis November 2015 Kimball Highland,City of Southlake,Texas 1. Conceptual Site Plan Traffic Impact Analysis November 2015 Kimball Highland,City of Southlake,Texas 5HX91 `A;Nno,) 1NH�i�IH1 sNgb- �, Hinoi; -)0 J.1 I 0 IN1 NI B109L Xl `N019NI 1Atl Nolslnea -11VWI I� °N 00Z I V iznoo vM in��en e1c9 sv9UN NDI1IOOH 1151 'ON �A�(15 46 0111 '99;VIM99V 3 69WI5 O Z OZ- I 41tl95 JOO.'�N1 -210NH,�J) AC 101 11— r1VA0/s .1 ee NMVao ONH'IN9I H 11VQV1 I'A 60 EASEMENT AND RIGHT OF WAY TEXAS POWER AND LIGHT CO OF DALLAS ZLW/NG B-1 N VOL.8220,PG,437 D R T.CT. 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A eb.3dxr,o.DVbAaF�e�a � a V ti 15-0"Amens Easvnent a y 28024' S 89°45'35"E TO 1 -7 10'BL _ _ _ _ _ — — —l5=a"Ac-ens Eosem enf_ 0'BL m .6Z w IIR — — —_- __ _ — _ — — � fT.I Ow m o N Y /I C) C � o ' > U 0 – OF ry ¢ 8i o S w N Li 4 O Go o I O h � z 511t 1n N a al Q " 0 � m � v a o r11Troenw Iwo 00 h6S Ky,�vi o N m oA,NP " m -_ -- -- --" m y nsNS Eli, " 5 a 3r eo e ti I° e " m a a --- - IW 9a be A, m o o ,aFP E o m m "� v � SA - � 4 a o til I � m n A _ I� 01 E6s a a z ___.__I-- LL �15e �15e zelei �Iz' o- ar ✓�erc �� I yo°'s 3 r/oMaP/S.S N 8938'49" W �0 oi a...n3.Lne Tz o.,esz . v e East KghlandE Street (Co Rd, 3034) ------------------- eVM, (R.O.W. vanes) �0a45 pUDIWEEy -C EP4 I liolad I...iLaS='a n'l OV ONINoz 9VX91 `A;Nnoo 1NV�i�IV1 5296_ �, Hinoi; -)0 A;I o IN1 NI Q109t xi 'No19N11J1V Vlslbea H9W I 'N OOZ I s iznoo AVM in��en ales svunl �aLVo N011 OOH I IS I 'ON �A�(15 ow s ')N1 '991tl1')099tl a 1111 -'I'IVno1S o'z oz-.I :e1V�s d00�N1 51�NV�� AC 10' i33Ns rrVAOTs .s :ee NMVao ONV'IN9 I H 'I'IV9W I'A 60 EASEMENT AND RIGHT OF WAY TEXAS POWER AND LIGHT CO OF DALLAS ZONING B-I N VOL.8220,PG,437 D R T.CT. [.UO=Uedum Oe-dy Reside fwl Ql /\ RICHARD HOLLIDAY and wile, = Q MARRY ANN HOLLIDAY FELL,oi 1-111"IF VOL 14325,PG 524 D.R.T.CT. o15'-0'Access Eosemenf N a V 18024' S 89°45'35"E 3 10'BL _ _ _ _ _ — — —TS-a"Ac-ass Eosemenf !� _ 0'BL o a — — — — — — — — — — — — ct� o /svl/.6L Y d �C) OF � o � � 3 �✓b U m m X U w w � 0 3 3 > o a o S w N Li 4 O N Elz Q d 5 — D 25�d E rr Q ^ W ~ A- 11Tnenu xw0 h RN Ia O n yi U) EE EE h6S Kya h o N m od0P ^ -- -- -- --� m y r 5 a o� o � n` o� � �Q v Io evoo9,� e IW o li o zi a C5 '-S,va m a V W \s vy v5 .q W w � e �mm _= o - �Ne SA it IS 3 a a£% o Itl� Iti�'. Itl� Itl9 �It!'=iE� L l9 Ob I L II �^ O rc❑ ,3 0 =€ _ ,9-601 N 8938'49" W o &3 MIG A a IT .1 X11111F © I 1 daw:. — oi n3.Lne East Highlands Street (Co. Rd, 3034) — — —- 'f", (R,0A varies) �0a45 pUDIWEEH 3 EP4 I IlDlae I...iLaS='a n'l OV 9NINoz 2. Traffic Data Collection Traffic Impact Analysis November 2015 Kimball Highland,City of Southlake,Texas GRAM Traffic N TX Inc. Count Name:KIMBALL AVE @ 1120 W.Lovers Lane TUMBLEWEED TRAIL Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:1 Turning Movement Data KIMBALL AVE TUMBLEWEED TRAIL KIMBALL AVE Eastbound St. Southbound Westbound Northbound Eastbound Start Time Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Total 700 AM 0 134 1 0 135 11 0 0 0 11 1 28 2 1 32 0 1 0 0 1 179 715 AM 0 149 1 0 150 6 0 0 0 6 0 29 4 0 33 1 0 0 0 1 190 7:30 AM 0 195 0 0 195 14 0 0 0 14 0 30 3 0 33 0 0 0 0 0 242 7:45 AM 0 174 0 0 174 10 0 0 0 10 0 47 5 0 52 0 0 0 0 0 236 Hourly Total 0 652 2 0 654 41 0 0 0 41 1 134 14 1 150 1 1 0 0 2 847 8:00 AM 0 164 1 0 165 6 0 0 0 6 0 62 2 0 64 0 0 1 0 1 236 8:15 AM 0 114 0 0 114 6 0 0 0 6 0 44 6 0 50 0 0 0 0 0 170 8:30 AM 0 107 0 0 107 3 0 0 0 3 0 48 4 0 52 0 0 0 0 0 162 845 AM 0 102 0 0 102 7 0 0 0 7 0 50 7 1 58 0 0 0 0 0 167 Hourly Total 0 487 1 0 488 22 0 0 0 22 0 204 19 1 224 0 0 1 0 1 735 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ...BREAK... - - - - - - - - - - - - - - - - - - - - - Houdy Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 61 0 0 61 4 0 0 0 4 0 75 3 0 78 0 0 0 0 0 143 3:15 PM 0 77 0 0 77 4 0 1 0 5 0 86 4 0 90 0 0 0 0 0 172 3:30 PM 0 77 0 0 77 5 0 0 0 5 0 100 1 0 101 0 0 0 0 0 183 3:45 PM 0 70 0 0 70 3 0 0 0 3 0 113 9 0 122 0 0 0 0 0 195 Hourly Total 0 285 0 0 285 16 0 1 0 17 0 374 17 0 391 0 0 0 0 0 693 4:00 PM 1 76 0 1 78 2 1 1 0 4 0 136 10 0 146 1 0 0 0 1 229 4:15 PM 0 107 0 0 107 2 0 0 0 2 0 134 6 0 140 0 0 0 0 0 249 4:30 PM 0 74 0 0 74 6 0 0 0 6 0 119 6 0 125 0 0 0 0 0 205 4:45 PM 0 89 0 0 89 3 0 0 0 3 0 154 10 0 164 0 0 0 0 0 256 Hourly Total 1 346 0 1 348 13 1 1 0 15 0 543 32 0 575 1 0 0 0 1 939 5:00 PM 0 108 0 0 108 6 0 1 0 7 0 178 12 0 190 0 0 0 0 0 305 5:15 PM 0 74 0 0 74 4 0 1 0 5 0 164 14 0 178 0 0 0 0 0 257 5:30 PM 0 86 0 0 86 3 0 0 0 3 0 156 5 0 161 0 0 0 0 0 250 5:45 PM 1 65 0 0 66 2 0 0 0 2 0 152 6 0 158 0 0 0 0 0 226 Hourly Total 1 333 0 0 334 15 0 2 0 17 0 650 37 0 687 0 0 0 0 0 1038 6:00 PM 0 86 0 0 86 6 0 0 0 6 0 143 11 0 154 0 0 0 0 0 246 615 PM 0 69 0 0 69 1 0 0 0 1 0 132 5 1 138 0 0 0 0 0 208 Grand Total 2 2258 3 1 2264 114 1 4 0 119 1 2180 135 3 2319 2 1 1 0 4 4706 Approach% 0.1 99.7 0.1 0.0 - 95.8 0.8 3.4 0.0 - 0.0 94.0 5.8 0.1 - 50.0 25.0 25.0 0.0 - - Total% 0.0 48.0 0.1 0.0 48.1 2.4 0.0 0.1 0.0 2.5 0.0 46.3 2.9 0.1 49.3 0.0 0.0 0.0 0.0 0.1 - Lights 2 2226 3 1 2232 114 1 4 0 119 1 2154 135 3 2293 2 1 1 0 4 4648 %Lights 100.0 98.6 100.0 100.0 98.6 100.0 100.0 100.0 - 100.0 100.0 98.8 100.0 100.0 98.9 100.0 100.0 100.0 - 100.0 98.8 Mediums 0 32 0 0 32 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 57 Mediums 0.0 1.4 0.0 0.0 1.4 0.0 0.0 0.0 - 0.0 0.0 1.1 0.0 0.0 1.1 0.0 0.0 0.0 - 0.0 1.2 Articulated 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Trucks Articulated 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - 0.0 0.0 Trucks GRAM Traffic N TX Inc. Count Name:KIMBALL AVE 1120 W.Lovers Lane TUMBLEWEED TRAIL Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:2 KIMBALL AVE[SB] Out In Total 2161 2232 4393 25 32 57 1 0 1 2187 2264 4451 3 2226 2 1 0 32 0 0 0 0 0 0 3 2258 2 1 R T L U N 1 4 m C W ~ M 11/03/2015 7:00 AM _ M Ending At m o o m 3 m0 0 11/03/20156:30 PM -q O O H r A o o A A m Lights N N -qD ul O o o u> Mediums o o J Articulated Trucks W ll h t 0 U L T R 3 1 2154 135 0 0 25 0 0 0 1 0 3 1 2180 135 2344 2293 4637 32 25 57 0 1 1 2376 2319 4695 Out In Total KIMBALL AVE[NB] Turning Movement Data Plot GRAM Traffic N TX Inc. Count Name:KIMBALL AVE @ 1120 W.Lovers Lane TUMBLEWEED TRAIL Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:3 Turning Movement Peak Hour Data (7:15 AM) KIMBALL AVE TUMBLEWEED TRAIL KIMBALL AVEEastbound St. Southbound Westbound Northbound Eastbound Start Time App. App. App. App. Int. Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Total 715 AM 0 149 1 0 150 6 0 0 0 6 0 29 4 0 33 1 0 0 0 1 190 7:30 AM 0 195 0 0 195 14 0 0 0 14 0 30 3 0 33 0 0 0 0 0 242 745 AM 0 174 0 0 174 10 0 0 0 10 0 47 5 0 52 0 0 0 0 0 236 8:00 AM 0 164 1 0 165 6 0 0 0 6 0 62 2 0 64 0 0 1 0 1 236 Total 0 682 2 0 684 36 0 0 0 36 0 168 14 0 182 1 0 1 0 2 904 Approach% 0.0 99.7 0.3 0.0 - 100.0 0.0 0.0 0.0 - 0.0 92.3 7.7 0.0 - 50.0 0.0 50.0 0.0 - - Total% 0.0 75.4 0.2 0.0 75.7 4.0 0.0 0.0 0.0 4.0 0.0 18.6 1.5 0.0 20.1 0.1 0.0 0.1 0.0 0.2 - PHF 0.000 0.874 0.500 0.000 0.877 0.643 0.000 0.000 0.000 0.643 0.000 0.677 0.700 0.000 0.711 0.250 0.000 0.250 0.000 0.500 0.934 Lights 0 676 2 0 678 36 0 0 0 36 0 161 14 0 175 1 0 1 0 2 891 %Lights - 99.1 100.0 - 99.1 100.0 - - - 100.0 - 95.8 100.0 - 96.2 100.0 - 100.0 - 100.0 98.6 Mediums 0 6 0 0 6 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 13 Mediums - 0.9 0.0 - 0.9 0.0 - - - 0.0 - 4.2 0.0 - 3.8 0.0 - 0.0 - 0.0 1.4 Articulated 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trucks %Articulated - 0.0 0.0 - 0.0 0.0 - - - 0.0 - 0.0 0.0 - 0.0 0.0 - 0.0 - 0.0 0.0 Trucks GRAM Traffic N TX Inc. Count Name:KIMBALL AVE 1120 W.Lovers Lane TUMBLEWEED TRAIL Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:4 KIMBALL AVE[SB] Out In Total 162 678 840 7 6 13 0 0 0 169 684 853 2 676 0 0 0 6 0 0 0 0 0 0 2 682 0 0 R T L U N 1 4 m . . . . . Peak Hour Data t � 0000 oC w m 11/03/2015 715 AM _ M Ending At o o 3 p 0 11/03/2015 815 AM -q m Lights D wO N o o ry Mediums o 0 0 o v Articulated Trucks W ll h t 0 U L T R 0 0 161 14 0 0 7 0 0 0 0 0 0 0 168 14 713 175 888 6 7 13 0 0 0 719 182 901 Out In Total KIMBALL AVE[NB] Turning Movement Peak Hour Data Plot (7:15 AM) GRAM Traffic N TX Inc. Count Name:KIMBALL AVE @ 1120 W.Lovers Lane TUMBLEWEED TRAIL Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:5 Turning Movement Peak Hour Data (4:45 PM) KIMBALL AVE TUMBLEWEED TRAIL KIMBALL AVEEastbound St. Southbound Westbound Northbound Eastbound Start Time App. App. App. App. Int. Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Total 4:45 PM 0 89 0 0 89 3 0 0 0 3 0 154 10 0 164 0 0 0 0 0 256 5:00 PM 0 108 0 0 108 6 0 1 0 7 0 178 12 0 190 0 0 0 0 0 305 5:15 PM 0 74 0 0 74 4 0 1 0 5 0 164 14 0 178 0 0 0 0 0 257 5:30 PM 0 86 0 0 86 3 0 0 0 3 0 156 5 0 161 0 0 0 0 0 250 Total 0 357 0 0 357 16 0 2 0 18 0 652 41 0 693 0 0 0 0 0 1068 Approach% 0.0 100.0 0.0 0.0 - 88.9 0.0 11.1 0.0 - 0.0 94.1 5.9 0.0 - NaN NaN NaN NaN - - Total% 0.0 33.4 0.0 0.0 33.4 1.5 0.0 0.2 0.0 1.7 0.0 61.0 3.8 0.0 64.9 0.0 0.0 0.0 0.0 0.0 - PHF 0.000 0.826 0.000 0.000 0.826 0.667 0.000 0.500 0.000 0.643 0.000 0.916 0.732 0.000 0.912 0.000 0.000 0.000 0.000 0.000 0.875 Lights 0 357 0 0 357 16 0 2 0 18 0 652 41 0 693 0 0 0 0 0 1068 Lights - 100.0 - - 100.0 100.0 - 100.0 - 100.0 - 100.0 100.0 - 100.0 - - - - - 100.0 Mediums 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mediums - 0.0 - - 0.0 0.0 - 0.0 - 0.0 - 0.0 0.0 - 0.0 - - - - - 0.0 Articulated 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trucks Articulated - 0.0 - - 0.0 0.0 - 0.0 - 0.0 - 0.0 0.0 - 0.0 - - - - - 0.0 Trucks GRAM Traffic N TX Inc. Count Name:KIMBALL AVE 1120 W.Lovers Lane TUMBLEWEED TRAIL Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:6 KIMBALL AVE[SB] Out In Total 654 357 1011 0 0 0 0 0 0 654 357 1011 0 357 0 0 0 0 0 0 0 0 0 0 0 357 0 0 R T L U N 1 4 m . . . . Peak Hour Data t � NooN W ~ _ 0000 � S � � oaaa � M D 11/03/20154:45 PM _ M o 0 0 o Ending At o 0 0 p 0 11/03/2015 5:45 PM -q m Lights -q D w 0 o 0 0 o Mediums o o Articulated Trucks W r c o 0 0 0 ll h t 0 U L T R 0 0 652 41 0 0 0 0 0 0 0 0 0 0 652 41 373 693 1066 0 0 0 0 0 0 373 693 1066 Out In Total KIMBALL AVE[NB] Turning Movement Peak Hour Data Plot (4:45 PM) GRAM Traffic N TX Inc. Count Name:KIMBALL AVE @ 1120 W.Lovers Lane HIGHLAND ST Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:1 Turning Movement Data KIMBALL AVE Westbound St. KIMBALL AVE HIGHLAND ST Southbound Westbound Northbound Eastbound Start Time Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Total 700 AM 0 154 5 0 159 0 0 0 0 0 6 33 0 0 39 2 0 3 0 5 203 715 AM 0 158 17 0 175 0 0 0 0 0 6 32 0 0 38 2 0 5 0 7 220 7:30 AM 0 213 24 0 237 0 0 0 0 0 5 37 0 0 42 2 0 4 0 6 285 7:45 AM 0 185 14 0 199 0 0 0 0 0 9 38 0 0 47 16 0 16 0 32 278 Hourly Total 0 710 60 0 770 0 0 0 0 0 26 140 0 0 166 22 0 28 0 50 986 8:00 AM 0 173 1 0 174 0 0 0 0 0 9 66 0 0 75 2 0 8 0 10 259 8:15 AM 0 134 2 0 136 0 0 0 0 0 5 51 0 0 56 0 0 6 0 6 198 8:30 AM 0 119 0 0 119 0 0 0 0 0 2 55 0 0 57 2 0 5 0 7 183 845 AM 0 102 3 0 105 0 0 0 0 0 4 60 0 1 65 1 0 6 0 7 177 Hourly Total 0 528 6 0 534 0 0 0 0 0 20 232 0 1 253 5 0 25 0 30 817 ...BREAK... - - - - - - - - - - - - - - - - - - - - - 3:00 PM 0 65 6 0 71 0 0 0 0 0 7 70 0 0 77 6 0 5 0 11 159 3:15 PM 0 88 1 0 89 0 0 0 0 0 6 94 0 0 100 2 0 3 0 5 194 3:30 PM 0 85 6 0 91 0 0 0 0 0 8 108 0 0 116 4 0 4 0 8 215 3:45 PM 0 68 5 0 73 0 0 0 0 0 5 129 0 0 134 7 0 2 0 9 216 Hourly Total 0 306 18 0 324 0 0 0 0 0 26 401 0 0 427 19 0 14 0 33 784 4:00 PM 0 81 2 0 83 0 0 0 0 0 6 148 0 1 155 5 0 7 0 12 250 4:15 PM 0 113 7 0 120 0 0 0 0 0 9 149 0 0 158 3 0 9 0 12 290 4:30 PM 0 81 4 0 85 0 0 0 0 0 7 128 0 0 135 4 0 9 0 13 233 4:45 PM 0 82 1 0 83 0 0 0 0 0 13 184 0 0 197 3 0 6 0 9 289 Hourly Total 0 357 14 0 371 0 0 0 0 0 35 609 0 1 645 15 0 31 0 46 1062 5:00 PM 0 122 4 0 126 0 0 0 0 0 10 178 0 0 188 3 0 13 0 16 330 5:15 PM 0 84 1 0 85 0 0 0 0 0 10 190 0 0 200 7 0 5 0 12 297 5:30 PM 0 91 0 0 91 0 0 0 0 0 8 164 0 0 172 3 0 6 0 9 272 5:45 PM 0 72 0 0 72 0 0 0 0 0 12 162 0 1 175 3 0 8 0 11 258 Hourly Total 0 369 5 0 374 0 0 0 0 0 40 694 0 1 735 16 0 32 0 48 1157 6:00 PM 0 92 3 0 95 0 0 0 0 0 6 166 0 0 172 3 0 8 0 11 278 615 PM 0 79 3 0 82 0 0 0 0 0 7 137 0 0 144 2 0 5 0 7 233 Grand Total 0 2441 109 0 2550 0 0 0 0 0 160 2379 0 3 2542 82 0 143 0 225 5317 Approach% 0.0 95.7 4.3 0.0 - NaN NaN NaN NaN - 6.3 93.6 0.0 0.1 - 36.4 0.0 63.6 0.0 - - Total% 0.0 45.9 2.1 0.0 48.0 0.0 0.0 0.0 0.0 0.0 3.0 44.7 0.0 0.1 47.8 1.5 0.0 2.7 0.0 4.2 Lights 0 2410 105 0 2515 0 0 0 0 0 158 2362 0 3 2523 79 0 141 0 220 5258 Lights - 98.7 96.3 - 98.6 - - - - - 98.8 99.3 - 100.0 99.3 96.3 - 98.6 - 97.8 98.9 Mediums 0 31 4 0 35 0 0 0 0 0 2 17 0 0 19 3 0 2 0 5 59 Mediums - 1.3 3.7 - 1.4 - - - - - 1.3 0.7 - 0.0 0.7 3.7 - 1.4 - 2.2 1.1 Articulated 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trucks Articulated - 0.0 0.0 - 0.0 - - - - - 0.0 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 Trucks GRAM Traffic N TX Inc. Count Name:KIMBALL AVE 1120 W.Lovers Lane HIGHLAND ST Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:2 KIMBALL AVE[SB] Out In Total 2441 2515 4956 20 35 55 0 0 0 2461 2550 5011 105 2410 0 0 4 31 0 0 0 0 0 0 109 2441 0 0 R T L U 0 0 0 0 ❑ ` p o 0 0 0 o v V V) a ❑ o u> 11/03/2015 7:00 AM c z — N u� O N Ending At o 0 0 0 3 a Q 11/03/2015 6:30 PM rnLights a W = O' N m O N Mediums o 0 0 0 o Articulated Trucks r — 1, C O O O O ll h t rl U L T R 3 158 2362 0 0 2 17 0 0 0 0 0 3 160 2379 0 2554 2523 5077 33 19 52 0 0 0 2587 2542 5129 Out In Total KIMBALL AVE[NB] Turning Movement Data Plot GRAM Traffic N TX Inc. Count Name:KIMBALL AVE @ 1120 W.Lovers Lane HIGHLAND ST Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:3 Turning Movement Peak Hour Data 17:15 AM) KIMBALL AVE Westbound St. KIMBALL AVE HIGHLAND ST Southbound Westbound Northbound Eastbound Start Time APP_ App. App. App. Int. Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Total 715 AM 0 158 17 0 175 0 0 0 0 0 6 32 0 0 38 2 0 5 0 7 220 7:30 AM 0 213 24 0 237 0 0 0 0 0 5 37 0 0 42 2 0 4 0 6 285 745 AM 0 185 14 0 199 0 0 0 0 0 9 38 0 0 47 16 0 16 0 32 278 8:00 AM 0 173 1 0 174 0 0 0 0 0 9 66 0 0 75 2 0 8 0 10 259 Total 0 729 56 0 785 0 0 0 0 0 29 173 0 0 202 22 0 33 0 55 1042 Approach% 0.0 92.9 7.1 0.0 - NaN NaN NaN NaN - 14.4 85.6 0.0 0.0 - 40.0 0.0 60.0 0.0 - - Total% 0.0 70.0 5.4 0.0 75.3 0.0 0.0 0.0 0.0 0.0 2.8 16.6 0.0 0.0 19.4 2.1 0.0 3.2 0.0 5.3 - PHF 0.000 0.856 0.583 0.000 0.828 0.000 0.000 0.000 0.000 0.000 0.806 0.655 0.000 0.000 0.673 0.344 0.000 0.516 0.000 0.430 0.914 Lights 0 727 54 0 781 0 0 0 0 0 28 170 0 0 198 20 0 32 0 52 1031 Lights - 99.7 96.4 - 99.5 - - - - - 96.6 98.3 - - 98.0 90.9 - 97.0 - 94.5 98.9 Mediums 0 2 2 0 4 0 0 0 0 0 1 3 0 0 4 2 0 1 0 3 11 Mediums - 0.3 3.6 - 0.5 - - - - - 3.4 1.7 - - 2.0 9.1 - 3.0 - 5.5 1.1 Articulated 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trucks Articulated - 0.0 0.0 - 0.0 - - - - - 0.0 0.0 - - 0.0 0.0 - 0.0 - 0.0 0.0 Trucks GRAM Traffic N TX Inc. Count Name:KIMBALL AVE 1120 W.Lovers Lane HIGHLAND ST Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:4 KIMBALL AVE[SB] Out In Total 190 781 971 5 4 9 0 0 0 195 785 980 54 727 0 0 2 2 0 0 0 0 0 0 56 729 0 0 R T L U N 1 4 Peak Hour Data t � 0oo0 m o c�+� V) 11/03/2015 7:15 AM z 00 Ending At o 0 0 0 ET o. Q 11/03/2015 815 AM 2 Lights r Mediums o 0 0 0 o W Articulated Trucks r — 1, C O O O O ll h t 0 U L T R 0 28 170 0 0 1 3 0 0 0 0 0 0 29 173 0 759 198 957 3 4 7 0 0 0 762 202 964 Out In Total KIMBALL AVE[NB] Turning Movement Peak Hour Data Plot (7:15 AM) GRAM Traffic N TX Inc. Count Name:KIMBALL AVE @ 1120 W.Lovers Lane HIGHLAND ST Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:5 Turning Movement Peak Hour Data (4:45 PM) KIMBALL AVE Westbound St. KIMBALL AVE HIGHLAND ST Southbound Westbound Northbound Eastbound Start Time APP_ App. App. App. Int. Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Left Thru Right U-Tum Total Total 4:45 PM 0 82 1 0 83 0 0 0 0 0 13 184 0 0 197 3 0 6 0 9 289 5:00 PM 0 122 4 0 126 0 0 0 0 0 10 178 0 0 188 3 0 13 0 16 330 5:15 PM 0 84 1 0 85 0 0 0 0 0 10 190 0 0 200 7 0 5 0 12 297 5:30 PM 0 91 0 0 91 0 0 0 0 0 8 164 0 0 172 3 0 6 0 9 272 Total 0 379 6 0 385 0 0 0 0 0 41 716 0 0 757 16 0 30 0 46 1188 Approach% 0.0 98.4 1.6 0.0 - NaN NaN NaN NaN - 5.4 94.6 0.0 0.0 - 34.8 0.0 65.2 0.0 - - Total% 0.0 31.9 0.5 0.0 32.4 0.0 0.0 0.0 0.0 0.0 3.5 60.3 0.0 0.0 63.7 1.3 0.0 2.5 0.0 3.9 - PHF 0.000 0.777 0.375 0.000 0.764 0.000 0.000 0.000 0.000 0.000 0.788 0.942 0.000 0.000 0.946 0.571 0.000 0.577 0.000 0.719 0.900 Lights 0 379 6 0 385 0 0 0 0 0 41 716 0 0 757 16 0 30 0 46 1188 Lights - 100.0 100.0 - 100.0 - - - - - 100.0 100.0 - - 100.0 100.0 - 100.0 - 100.0 100.0 Mediums 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mediums - 0.0 0.0 - 0.0 - - - - - 0.0 0.0 - - 0.0 0.0 - 0.0 - 0.0 0.0 Articulated 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trucks Articulated - 0.0 0.0 - 0.0 - - - - - 0.0 0.0 - - 0.0 0.0 - 0.0 - 0.0 0.0 Trucks GRAM Traffic N TX Inc. Count Name:KIMBALL AVE 1120 W.Lovers Lane HIGHLAND ST Site Code: Arlington,Texas,United States 76013 Start Date:11/03/2015 817.265.8968 Page No:6 KIMBALL AVE[SB] Out In Total 732 385 1117 0 0 0 0 0 0 732 385 1117 6 379 0 0 0 0 0 0 0 0 0 0 6 379 0 0 R T L U N 1 4 m . . . . . Peak Hour Data t � 000o w 1 0154:45 PM z � � o o � Ending At o 0 0 0 3 a Q 11/03/2015 5:45 PM 2 Lights r Mediums o 0 0 0 o W Articulated Trucks 1,r — ll h t rl U L T R 0 41 716 0 0 0 0 0 0 0 0 0 0 41 716 0 409 757 1166 0 0 0 0 0 0 409 757 1166 Out In Total KIMBALL AVE[NB] Turning Movement Peak Hour Data Plot (4:45 PM) GRAM Traffic N TX Inc. Count Name:KIMBALL AVE 1120 W.Lovers Lane HIGHLAND ST Site Code: Arlington,Texas, United States 76013 Start Date:11/03/2015 817.265.8968 Page No:7 3. 2015 Existing Traffic Analysis Traffic Impact Analysis November 2015 Kimball Highland,City of Southlake,Texas Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 1: 2015 AM Peak Existing Report File: C:\...\2015 AM Existing.pdf 11/17/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVE AND E Two-way stop HCM2010 EBL 0.082 19.9 C HIGHLAND ST N KIMBALL AVE AND 2 TUMBLEWEED TR/EX Two-way stop HCM2010 WBL 0.074 13.0 B DWY1 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 1: 1:2015 AM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVE AND E HIGHLAND ST Control Type: Two-way stop Delay(sec/veh): 19.9 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.082 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVENUE E HIGHLAND STREET Approach Northbound Southbound Eastbound s Lane Configuration I i i i � 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVENUE E HIGHLAND STREET Base Volume Input[veh/h] 29 173 729 56 22 33 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 29----F-173 729 56 22 33 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 7 43 182 14 6 8 Total Analysis Volume[veh/h] 29 173 729 56 22 33 Pedestrian Volume[ped/h] Scenario 1: 1:2015 AM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.03 0.08 0.05 d_M,Delay for Movement[s/veh] 9.50 19.85 12.35 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.11 0.00 0.00 0.00 0.47 0.47 95th-Percentile Queue Length[ft] 2.72 0.00 0.00 0.00 11.83 11.83 d A,Approach Delay[s/veh] 1.36 0.00 15.35 Approach LOS A A C d I,Intersection Delay[s/veh] 1.07 Intersection LOS C Scenario 1: 1:2015 AM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVE AND TUMBLEWEED TR/EX DWY 1 Control Type: Two-way stop Delay(sec/veh): 13.0 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 1 hour Volume to Capacity(v/c): 0.074 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVENUE TUMBLEWEED TRAIL Approach Northbound Southbound Westbound Lane Configuration IF #1 i i or Turning Movement Thru Right Left Thru Left Right Lane Width[ft] 12.00 12.00 10.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 1 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVENUE TUMBLEWEED TRAIL Base Volume Input[veh/h] 168 14 0 682 36 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 168 14 0 682 36 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 42 4 0 171 9 0 Total Analysis Volume[veh/h] 168 14 0 682 36 0 Pedestrian Volume[ped/h] Scenario 1: 1:2015 AM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0. 0.00 0.07 0.00 d_M,Delay for Movement[s/veh] 7.59 12.95 9.38 Movement LOS A A A A B A 95th-Percentile Queue Length[veh] 0.00 0.00 0.00 0.00 0.24 0.24 95th-Percentile Queue Length[ft] 0.00 0.00 0.00 0.00 5.96 5.96 d A,Approach Delay[s/veh] 0.00 0.00 12.95 Approach LOS A A B d I,Intersection Delay[s/veh] 0.52 Intersection LOS B Scenario 1: 1:2015 AM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 1: 2015 AM Peak Existing Report File: C:\...\2015 AM Existing.pdf 11/17/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVE AND E 29 173 729 56 22 33 1042 HIGHLAND ST Northbound Southbound Westbound Total ID Intersection Name Thru Right Left Thru Left Right Volume 2 N KIMBALL AVE AND 168 14 0 682 36 0 900 TUMBLEWEED TR/EX DWY 1 Scenario 1: 1:2015 AM Peak Existing 11/17/2015 Generated with mm KIMBALL HIGHSND 3A Version&oo+ Study Intersections , 4r � u _ �� /%% �> \ \ � • � !� � ' k , �). . . � . . _ - � � - �' - _� : jCRIPPLE CRF w_! . � . E_w_a EE ■. Scenario ttmaAUPeak Existing ve72z@5 Generated with mmKIMBALL HIGHLAND TIAo Version 3.00-06 Lane Configuration a • Traffic Control m'9LEwFr=DTRz LLE CREEK TRA'L { ■ E HIGHLAND S7 RE 41 Scenario 1: 1:2015 AM Peak Existing 11/17/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Base Volume m'9L€wFEDTRz L vRIFPLE CREEK TR,4 L E HIGHLAND S7 RE41 E' I' .a 22 0 33 � � 36 Scenario 1: 1:2015 AM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Conditions z x s• m19L€wFE D TRAJ, vRIFPLE CREEK TRA'L E HIGHLAND I' .a ' Delay; 19.85 Delay: 12.95 LOS: C LOS: B VIC; 0.082 VIC: 0.474 I Scenario 1: 1:2015 AM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 2: 2015 PM Peak Existing Report File: C:\...\2015 PM Existing.pdf 11/17/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.053 17.7 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 WBL 0.053 17.7 C EXIST DWY 1 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 2:2:2015 PM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 17.7 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.053 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVENUE E HIGHLAND STREET Approach Northbound Southbound Eastbound s Lane Configuration I i i i � 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVENUE E HIGHLAND STREET Base Volume Input[veh/h] 41 716 379 6 16 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 41 716 379 6 16 30 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 10 179 95 2 4 8 Total Analysis Volume[veh/h] 41 716 379 6 16 30 Pedestrian Volume[ped/h] Scenario 2:2:2015 PM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.05 0.04 d_M,Delay for Movement[s/veh] 8.19 17.66 10.10 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.11 0.00 0.00 0.00 0.30 0.30 95th-Percentile Queue Length[ft] 2.72 0.00 0.00 0.00 7.40 7.40 d A,Approach Delay[s/veh] 0.44 0.00 12.73 Approach LOS A A B d I,Intersection Delay[s/veh] 0.78 Intersection LOS C Scenario 2:2:2015 PM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 17.7 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.053 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVENUE TUMBLEWEED TRAIL Approach Northbound Southbound Westbound Lane Configuration IF #1 i i or Turning Movement Thru Right Left Thru Left Right Lane Width[ft] 12.00 12.00 10.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 1 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVENUE TUMBLEWEED TRAIL Base Volume Input[veh/h] 652 41 0 357 16 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 652 41 0 357 16 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 163 10 0 89 4 1 Total Analysis Volume[veh/h] 652 41 0 357 16 2 Pedestrian Volume[ped/h] 0 Scenario 2:2:2015 PM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0. 0.00 0.05 0.00 d_M,Delay for Movement[s/veh] 9.01 17.72 11.22 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.00 0.00 0.00 0.00 0.18 0.18 95th-Percentile Queue Length[ft] 0.00 0.00 0.00 0.00 4.49 4.49 d A,Approach Delay[s/veh] 0.00 0.00 16.99 Approach LOS A A C d I,Intersection Delay[s/veh] 0.29 Intersection LOS C Scenario 2:2:2015 PM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 2: 2015 PM Peak Existing Report File: C:\...\2015 PM Existing.pdf 11/17/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 41 716 379 6 16 30 1188 HIGHLAND STREET Northbound Southbound Westbound Total ID Intersection Name Thru Right Left Thru Left Right Volume 2 N KIMBALL AVENUE AND 652 41 0 357 16 2 1068 TUMBLEWEED TRAIL/EXIST DWY1 Scenario 2:2:2015 PM Peak Existing 11/17/2015 Generated with mm KIMBALL HIGHSND 3A Version&oo+ Study Intersections , 4r � u _ �� /%% �> \ \ � • � !� � ' k , �). . . � . . _ - � � - �' - _� : jCRIPPLE CRF w_! . � . E_w_D Ci7REE ■. i_/ � Scenario zzmaPUPeak Existing ve72z@5 Generated with mmKIMBALL HIGHLAND TIAo Version 3.00-06 Lane Configuration a • Traffic Control m'9LEwFr=DTRz LLE CREEK TRA'L { ■ E HIGHLAND S7 RE 41 Scenario 2:2:2015 PM Peak Existing 11/17/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Base Volume m'9L€wFEDTRz L vRIFPLE CREEK TR,4 L E HIGHLAND S7 RE41 E' I' .a w ca 15 2 30 � � iB Scenario 2:2:2015 PM Peak Existing 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Conditions z x s• m19L€wFE D TRAJ, vRIPPL£CREEK TRA'L — E HIGHLANO S7 RE E' I' .a Delay: 17.66 Delay: 17.72 LOS: C LOS: C VIC: 0.053 VIC: 0.053 Scenario 2:2:2015 PM Peak Existing 11/17/2015 4. 2016 Future Background Traffic Analysis Traffic Impact Analysis November 2015 Kimball Highland,City of Southlake,Texas Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 3: 2016 AM Peak Background Report File: C:\...\2016 AM Background.pdf 11/17/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.092 21.1 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 WBL 0.081 13.3 B EXIST DWY 1 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 3:3:2016 AM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 21.1 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.092 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVENUE E HIGHLAND STREET Approach Northbound Southbound Eastbound s Lane Configuration I i i i � 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVENUE E HIGHLAND STREET Base Volume Input[veh/h] 29 173 729 56 22 33 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 30 182 765 59 23 35 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 8 46 191 15 6 9 Total Analysis Volume[veh/h] 30 182 765 59 23 35 Pedestrian Volume[ped/h] Scenario 3:3:2016 AM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.09 0.06 d_M,Delay for Movement[s/veh] 9.66 21.06 12.78 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.12 0.00 0.00 0.00 0.53 0.53 95th-Percentile Queue Length[ft] 2.91 0.00 0.00 0.00 13.33 13.33 d A,Approach Delay[s/veh] 1.37 0.00 16.07 Approach LOS A A C d I,Intersection Delay[s/veh] 1.12 Intersection LOS C Scenario 3:3:2016 AM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 13.3 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 1 hour Volume to Capacity(v/c): 0.081 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVENUE TUMBLEWEED TRAIL Approach Northbound Southbound Westbound Lane Configuration IF #1 i i or Turning Movement Thru Right Left Thru Left Right Lane Width[ft] 12.00 12.00 10.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 1 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVENUE TUMBLEWEED TRAIL Base Volume Input[veh/h] 168 14 0 682 36 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 176 15 0 716 38 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 44 4 0 179 10 0 Total Analysis Volume[veh/h] 176 15 0 716 38 0 Pedestrian Volume[ped/h] Scenario 3:3:2016 AM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0. 0.00 0.08 0.00 d_M,Delay for Movement[s/veh] 7.61 13.32 9.49 Movement LOS A A A A B A 95th-Percentile Queue Length[veh] 0.00 0.00 0.00 0.00 0.26 0.26 95th-Percentile Queue Length[ft] 0.00 0.00 0.00 0.00 6.58 6.58 d A,Approach Delay[s/veh] 0.00 0.00 13.32 Approach LOS A A B d I,Intersection Delay[s/veh] 0.54 Intersection LOS B Scenario 3:3:2016 AM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 3: 2016 AM Peak Background Report File: C:\...\2016 AM Background.pdf 11/17/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 30 182 765 59 23 35 1094 HIGHLAND STREET Northbound Southbound Westbound Total ID Intersection Name Thru Right Left Thru Left Right Volume 2 N KIMBALL AVENUE AND 176 15 0 716 38 0 945 TUMBLEWEED TRAIL/EXIST DWY1 Scenario 3:3:2016 AM Peak Background 11/17/2015 Generated with mm KIMBALL HIGHSND 3A Version&oo+ Study Intersections , 4r � u _ �� /%% �> \ \ � • � !� � ' k , �). . . � . . _ - � � - �' - _� : jCRIPPLE CRF w_! . � . E_w_a EE ■. Scenario llm+AU m+Background ve72z@5 Generated with mmKIMBALL HIGHLAND TIAo Version 3.00-06 Lane Configuration a • Traffic Control m'sLEwFr=DTRz LLE CREEK TRA'L { ■ BackgroundE HIGHLAND S7 RE 41 Scenario 3:3:2016 AM Peak Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Future Total Volume m'sL€wFEDTRz L vRIFPLE CREEK TR,4 L E HIGHLAND S7 RE41 E' I' .a 1 I I 23 0 35 � � 38 4 N L CO Scenario 3:3:2016 AM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Conditions z x s• m19L€wFE D TRAJ, vRIFPLE CREEK TRA'L E HIGHLAND .a * 2 ' Delay: 21.46 Delay: 13.32 LOS: C LOS: B VIC; 6.092 VIC: 0.481 I Scenario 3:3:2016 AM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 4: 2016 PM Peak Background Report File: C:\...\2016 PM Background.pdf 11/17/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.060 18.6 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 WBL 0.061 18.6 C EXIST DWY 1 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 4:4:2016 PM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 18.6 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.060 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVENUE E HIGHLAND STREET Approach Northbound Southbound Eastbound s Lane Configuration I i i i � 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVENUE E HIGHLAND STREET Base Volume Input[veh/h] 41 716 379 6 16 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 43 752 398 6 17 32 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 11 188 100 2 4 8 Total Analysis Volume[veh/h] 43 752 398 6 17 32 Pedestrian Volume[ped/h] Scenario 4:4:2016 PM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 J Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.06 0.04 d_M,Delay for Movement[s/veh] 8.25 J0 18.56 10.29 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.12 0.00 0.00 0.00 0.33 0.33 95th-Percentile Queue Length[ft] 2.91 0.00 0.00 0.00 8.31 8.31 d A,Approach Delay[s/veh] 0.45 0.00 13.16 Approach LOS A A B d I,Intersection Delay[s/veh] 0.80 Intersection LOS C Scenario 4:4:2016 PM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 18.6 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.061 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVENUE TUMBLEWEED TRAIL Approach Northbound Southbound Westbound Lane Configuration IF #1 i i or Turning Movement Thru Right Left Thru Left Right Lane Width[ft] 12.00 12.00 10.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 1 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVENUE TUMBLEWEED TRAIL Base Volume Input[veh/h] 652 41 0 357 16 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 685 43 0 375 17 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 171 11 0 94 4 1 Total Analysis Volume[veh/h] 685 43 0 375 17 2 Pedestrian Volume[ped/h] 0 Scenario 4:4:2016 PM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0. 0.00 0.06 0.00 d_M,Delay for Movement[s/veh] 9.13 18.65 11.51 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.00 0.00 0.00 0.00 0.20 0.20 95th-Percentile Queue Length[ft] 0.00 0.00 0.00 0.00 5.10 5.10 d A,Approach Delay[s/veh] 0.00 0.00 17.90 Approach LOS A A C d I,Intersection Delay[s/veh] 0.30 Intersection LOS C Scenario 4:4:2016 PM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 4: 2016 PM Peak Background Report File: C:\...\2016 PM Background.pdf 11/17/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 43 752 398 6 17 32 1248 HIGHLAND STREET Northbound Southbound Westbound Total ID Intersection Name Thru Right Left Thru Left Right Volume 2 N KIMBALL AVENUE AND 685 43 0 375 17 2 1122 TUMBLEWEED TRAIL/EXIST DWY1 Scenario 4:4:2016 PM Peak Background 11/17/2015 Generated with mm KIMBALL HIGHSND 3A Version&oo+ Study Intersections , 4r � u _ �� /%% �> \ \ � • � !� � ' k , �). . . � . . _ - � � - �' - _� : jCRIPPLE CRF w_! . � . E_w_a EE ■. Scenario¢¢m+PUPeak Background ve72z@5 Generated with mmKIMBALL HIGHLAND TIAo Version 3.00-06 Lane Configuration a • Traffic Control m'sLEwFr=DTRz LLE CREEK TRA'L { ■ E HIGHLAND S7 RE 41 Scenari .4Background Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Future Total Volume m'sL€wFEDTRz L vRIFPLE CREEK TR,4 L E HIGHLAND S7 RE41 E' I' 0) .a w ca m 17 2 32 � D. 17 r� � CO r� � p- Scenario 4:4:2016 PM Peak Background 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Conditions z x s• m19L€wFE D TRAJ, vRIFPLE CREEK TRA'L E HIGHLAND I' .a ' Delay; 18.56 Delay: 18.65 LOS: C L03: C V/C; 6.060 VIC: 0.061 I Scenario 4:4:2016 PM Peak Background 11/17/2015 5. 2016 Future Background + Site Traffic Analysis Traffic Impact Analysis November 2015 Kimball Highland,City of Southlake,Texas Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 12: 2016 AM Peak Total - Base Report File: C:\...\2016 AM Total Base.pdf 11/18/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.102 22.3 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 WBT 0.000 19.8 C EXIST DWY 1 3 E HIGHLAND STREET AND Two-way stop HCM2010 SBL 0.006 9.5 A EXIST DWY 2 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 22.3 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.102 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND STREET Approach Northbound Southbound Eastbound s Lane Configuration I i i i � 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND STREET Base Volume Input[veh/h] 29 173 729 56 22 33 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 11 5 2 11 1 4 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 41 ----F-187 767 70 24 39 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 10 47 192 18 6 10 Total Analysis Volume[veh/h] 41 187 767 70 24 39 Pedestrian Volume[ped/h] Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 J Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.05 0.10 0.07 d_M,Delay for Movement[s/veh] 9.79 J0 22.27 13.13 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.16 0.00 0.00 0.00 0.61 0.61 95th-Percentile Queue Length[ft] 4.09 0.00 0.00 0.00 15.19 15.19 d A,Approach Delay[s/veh] 1.76 0.00 16.61 Approach LOS A A C d I,Intersection Delay[s/veh] 1.28 Intersection LOS C Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 19.8 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.000 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Approach Northbound Southbound Eastbound Westbound Lane Configuration *11F Ak Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 0 0 ) 0 0 0 Pocket Length[ft] 50.00 50.00 Speed[mph] 40.00 40.00 10.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Base Volume Input[veh/h] 0 168 14 0 1 682 0 0 0 0 36 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 5 1 0 0 11 22 2 0 2 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 5 177 15 0 727 22 2 0 2 38 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 1 44 4 0 182 6 1 0 1 10 0 0 Total Analysis Volume[veh/h] 5 177 15 0 727 22 2 0 2 38 0 0 Pedestrian Volume[ped/h] Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.09 0.00 0.00 d_M,Delay for Movement[s/veh] 9.23 0.00 0.00 7.61 0.00 0.00 19.03 18.92 10.89 14.70 19.78 9.72 Movement LOS A A A A A A C C B B C A 95th-Percentile Queue Length[veh] 0.02 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.03 0.31 0.31 0.31 95th-Percentile Queue Length[ft] 0.44 0.00 0.00 0.00 0.00 0.00 0.83 0.83 0.83 7.66 7.66 7.66 d A,Approach Delay[s/veh] 0.23 0.00 14.96 14.70 Approach LOS A A B B d I,Intersection Delay[s/veh] 0.67 Intersection LOS C Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #3: E HIGHLAND STREET AND EXIST DWY 2 Control Type: Two-way stop Delay(sec/veh): 9.5 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 1 hour Volume to Capacity(v/c): 0.006 Intersection Setup Name EX DWY 2 E HIGHLAND ST E HIGHLAND STREET Approach Southbound Eastbound Westbound Lane Configuration or i F Turning Movement Left Right Left Thru Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 0 Pocket Length[ft] 00 10.00 Speed[mph] 10.00 30.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name EX DWY 2 E HIGHLAND ST E HIGHLAND STREET Base Volume Input[veh/h] 0 0 0 55 85 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0500 1.0500 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 5 1 5 0 0 22 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 5 1 5 61 93 22 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 1 0 1 15 23 6 Total Analysis Volume[veh/h] 5 1 5 61 93 22 Pedestrian Volume[ped/h] 0 0 Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Stop Free Free Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 d_M,Delay for Movement[s/veh] 9.47 8.82 7.45 Movement LOS A A A A A A 95th-Percentile Queue Length[veh] 0.02 0.02 0.14 0.14 0.00 0.00 95th-Percentile Queue Length[ft] 0.54 0.54 3.52 3.52 0.00 0.00 d A,Approach Delay[s/veh] 9.36 0.56 0.00 Approach LOS A A A d I,Intersection Delay[s/veh] 0.50 Intersection LOS A Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 12: 2016 AM Peak Total - Base Report File: C:\...\2016 AM Total Base.pdf 11/18/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 41 187 767 70 24 39 1128 HIGHLAND STREET Northbound Southbound Eastbound Westbound Total ID Intersection Name Left Thru Right Left Thru Right Left Thru I Right Left Thru I Right Volume 2 N KIMBALL AVENUE AND 5 177 15 0 727 22 2 0 1 2 1 38 1 0 1 0 988 TUMBLEWEED TRAIL/EXIST DWY1 Southbound Eastbound Westbound Total ID Intersection Name Left Right Left Thru Thru Right Volume 3 E HIGHLAND STREET AND 5 1 5 61 93 22 187 EXIST DM 2 Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 12: 2016 AM Peak Total - Base Report File: C:\...\2016 AM Total Base.pdf 11/18/2015 Turning Movement Volume: Detail ID Intersection Volume Type Northbound Southbound Eastbound Total Name Left Thru Thru Right Left Right Volume Final Base 29 173 729 56 22 33 1042 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - N KIMBALL AVENUE AND In Process 0 0 0 0 0 0 0 1 E HIGHLANDp Net New Tris 11 5 2 11 1 4 34 STREET Other 0 0 0 0 0 0 0 Future Total 41 187 1 767 70 24 39 1128 ID Intersection Volume Type Northbound Southbound Eastbound Westbound Total Name Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Final Base 0 168 14 0 682 0 0 0 0 36 0 0 900 N KIMBALL Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 - AVENUE AND In Process 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TUMBLEWEED TRAIL/EXIST Net New Trips 5 1 0 0 11 22 2 0 2 0 0 0 43 DWY 1 Other 0 0 0 0 0 0 0 0 0 0 0 0 0 Future Total 5 177 1 15 i —Of727 22 2 1 0 1 2 38 0 0 988 ID Intersection Volume Type Southbound Eastbound Westbound Total Name Left Right Left Thru Thru Right Volume Final Base 0 0 0 58 89 0 147 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - E HIGHLAND In Process 0 0 0 0 0 0 0 3 STREET AND EXIST DWY 2 Net New Trips 5 1 5 0 0 22 33 Other 0 0 0 0 0 0 0 Future Total 5 1 5 F-61 93 22 187 Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i fifRS Hlf TRAFFIC SER VICES Version 3.00-06 Signal Warrants Report For Intersection #1: N KIMBALL AVENUE AND E HIGHLAND STREET Warrants Summary Warrant Name Met? #1 Eight Hour Vehicular Volume No #2 Four Hour Vehicular Volume No #3 Peak Hour No Intersection Warrants Parameters Major Approaches N,S Minor Approaches W Speed>40mph No Population<10,000 No Warrant Factor 100% Warrant Analysis Traffic Volumes Hour Major Streets Minor Streets N S W 1 17 5 1 2 17 5 1 3 25 7 2 4 25 7 2 5 33 9 3 6 84 23 6 7 92 25 7 8 167 46 13 9 293 80 22 10 301 82 23 11 301 82 23 12 326 89 25 13 360 98 27 14 377 103 28 15 377 103 28 16 402 109 30 17 502 137 38 18 527 144 40 19 569 155 43 20 636 173 48 21 670 182 50 22 787 214 59 23 804 219 60 24 837 228 63 Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.a fIFRS HIP TR RFFlC SF.Rv�CFS Version 3.00-06 Warrant Analysis by Hour Hour Major Lanes Minor Lanes Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B 1 5 22 1 1 No No No No No No No No No No 2 5 22 1 1 No No No No No No No No No No 3 5 32 1 2 No No No No No No No No No No 4 5 1 32 1 2 No No No No No No No No No No 5 5 42 1 3 No No No No No No No No No No 6 5 107 1 6 No No No No No No No No No No 7 5 117 1 7 No No No No No No No No No No 8 5 213 1 13 No No No No No No No No No No 9 5 373 1 22 No No No No No No No No No No 10 5 383 1 23 No No No No No No No No No No 11 5 383 1 23 No No No No No No No No No No 12 5 415 1 25 No No No No No No No No No No 13 5 458 1 27 No No No No No No No No No No 14 5 1 480 1 28 No No No No No No No No No No 15 5 480 1 28 No No No No No No No No No No 16 5 511 1 30 No No No No No No No No No No 17 5 639 1 38 No No No No No No No No No No 18 5 671 1 40 No No No No No No No No No No 19 5 724 1 1 43 No No No No No No No Yes No No 20 5 809 1 48 No No No No No No No Yes No No 21 5 852 1 50 1 No No No No No No No Yes No No 22 5 1001 1 59 No No No No No No Yes Yes No No 23 5 1023 1 60 No No No No No Yes Yes Yes No No 24 5 1065 1 63 No No No No No Yes Yes Yes No No Hours 0 0 0 0 0 2 3 6 0 0 Met Warrant 3 Condition A Orientation W Total Stopped Delay Per Vehicle on Minor Approach(s) 16.6 Number of Lanes on Minor Street Approach 1 VehicleHours of Stopped Delay on Minor Approach([h]h:mm) 0:17 Delay Condition Met No Volume on Minor Street Approach During Same Hour 63 High Minor Volume Condition Met No Total Entering Volume on All Approaches During Same Hour 1128 Number of Approaches on Intersection 3 Total Volume Condition Met Yes Warrant Met for Approach I No Warrant Met for Intersection No Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 12: 2016 AM Peak Total - Base Report File: C:\...\2016 AM Total Base.pdf 11/18/2015 Trip generation summary Added Trips Zone ID: Name Land Use variables Code Ind. Rate Quantity %In %Out Trips In Trips Out Total trips%of Total Var. Trips 1:Zone GEN OFFICE 710 1000 sf 1.000 0.000 50.00 50.00 31 4 35 54.69 2:Zone MED OFFICE 720 1000 sf 1.000 0.000 50.00 50.00 23 6 29 45.31 Added Trips Total 54 10 64 100.00 Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 12: 2016 AM Peak Total - Base Report File: C:\...\2016 AM Total Base.pdf 11/18/2015 Trip distribution summary Zone 1:Zone Zone 2:Zone To Zone: From Zone: To Zone: From Zone: Zone/Gate Share% Trips Share% Trips Zone/Gate Share% Trips Share% Trips 2:Zone 0.00 0 0.00 0 1:Zone 0.00 0 0.00 0 3:Gate 10.00 3 10.00 0 3:Gate 10.00 2 10.00 1 4:Gate 1 30.00 9 60.00 3 1 4:Gate 30.00 7 60.00 3 5:Gate 60.00 19 30.00 1 5:Gate 60.00 14 30.00 2 Total 100.00 31 100.00 4 Total 100.00 23 100.00 6 Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i fifRSHlf TRAFFIC SERVICES Version 3.00-06 Study Intersections ml � I r C m EX TUMBLEWEED TR CRIPPLE CREEK TR { m x JE HIGHLAND ST 3 LU J J Q in 2 IL mr-rte. ;son. I- Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Lane Configuration and Traffic Control i r Ex DWY YIBLEW-ED TR � 4 -1 x CRIPPLE CREEK TR rn *. x G — E HfGHLAN "� J J r'. Q Y Z 0 Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with WM KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Net New Site Trips i r � r EX D',h'Y Y1BLEwEED TR � 4 -1 x CRIPPLE CREEK TR rn *. x G E HIGHLAN J J r'. Q Y Z 1 20 5 22 ¢ 0 �~ ~ 0 0 2 Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Future Total Volume i r � r EX D',h'Y YIBLEWEED TR � 4 -1 x CRIPPLE CREEK TR rn *. x G E HIGHLAN J J r'. Q Y Z 24 0 5 22 39 2 38 fi 1 .-- 93 �- r_ 1 Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R S HIP TRAFFIC SF.RYI CES Version 3.00-06 Traffic Conditions i r . 1 r � r EX D',h'Y YIBLE EED TR � 4 -1 x CRIPPLE CREEK TR rn *. x G E HIGHLAN J J r'. Q Y Z � � � 1 ' Delay; 22.27 Delay; 19,78 t Delay: 9.47 LOS: C LOS: C = _ LOS: A V/C; 0.102 VIC: 0.000 V/C: 0.646 I � I Scenario 12:12:2016 AM Peak Total-Base 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 13: 2016 PM Peak Total - Base Report File: C:\...\2016 PM Total Base.pdf 11/17/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.145 20.9 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 EBT 0.000 25.1 D EXIST DWY 1 3 E HIGHLAND STREET AND Two-way stop HCM2010 SBL 0.042 9.3 A EXIST DWY 2 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 20.9 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.145 Intersection Setup Name N KIMBALL AVE N KIMBALL AVENUE E HIGHLAND STREET Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVENUE E HIGHLAND STREET Base Volume Input[veh/h] 41 716 379 6 16 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 11 6 16 3 21 16 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 54 758 414 9 38 48 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 14 190 104 2 10 12 Total Analysis Volume[veh/h] 54 758 414 9 38 48 Pedestrian Volume[ped/h] Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 J Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.05 0.14 0.06 d_M,Delay for Movement[s/veh] 8.34 J0 20.94 11.75 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.15 0.00 0.00 0.00 0.77 0.77 95th-Percentile Queue Length[ft] 3.75 0.00 0.00 0.00 19.29 19.29 d A,Approach Delay[s/veh] 0.55 0.00 15.81 Approach LOS A A C d I,Intersection Delay[s/veh] 1.37 Intersection LOS C Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated withME . '■ KIMBALL HIGHLAND TIA •I.k:•i fil'R5111{TR AFFIC SF:R�'1 CFS Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 25.1 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 1 hour Volume to Capacity(v/c): 0.000 Intersection Setup Name N KIMBALL AVENUE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Approach Northbound Southbound Eastbound Westbound Lane Configuration *11F i i F + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru TRght Lane Width[ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 0 0 0 0 0 Pocket Length[ft] 50.00 50.00 Speed[mph] 40.00 40.00 10.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name N KIMBALL AVENUE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Base Volume Input[veh/h] 0 652 41 0 1 357 0 0 0 0 16 0 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 6 21 0 0 3 6 43 0 16 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 6 706 43 0 378 6 43 0 16 17 0 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 2 177 11 0 95 2 11 0 4 4 0 1 Total Analysis Volume[veh/h] 6 706 43 0 378 6 43 0 16 17 0 2 Pedestrian Volume[ped/h] Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.01 0.00 0.00 0.00 0.00 0.14 0.00 0.02 0.08 0.00 0.00 d_M,Delay for Movement[s/veh] 8.09 0.00 0.00 9.21 0.00 0.00 18.94 25.12 11.34 22.93 24.09 12.15 Movement LOS A A A A A A C D B C C B 95th-Percentile Queue Length[veh] 0.02 0.00 0.00 0.00 0.00 0.00 0.58 0.58 0.58 0.27 0.27 0.27 95th-Percentile Queue Length[ft] 0.39 0.00 0.00 0.00 0.00 0.00 14.55 14.55 14.55 6.63 6.63 6.63 d A,Approach Delay[s/veh] 0.06 0.00 16.88 21.79 Approach LOS A A C C d I,Intersection Delay[s/veh] 1.20 Intersection LOS D Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #3: E HIGHLAND STREET AND EXIST DWY 2 Control Type: Two-way stop Delay(sec/veh): 9.3 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 1 hour Volume to Capacity(v/c): 0.042 Intersection Setup Name EX DWY 2 E HIGHLAND ST E HIGHLAND STREET Approach Southbound Eastbound Westbound Lane Configuration or i F Turning Movement Left Right Left Thru Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 0 Pocket Length[ft] 00 10.00 Speed[mph] 10.00 30.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name EX DWY 2 E HIGHLAND ST E HIGHLAND STREET Base Volume Input[veh/h] 0 0 0 46 47 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0500 1.0500 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 37 11 3 0 0 14 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 37 11 3 50 51 14 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 9 3 1 13 13 4 Total Analysis Volume[veh/h] 37 11 3 50 51 14 Pedestrian Volume[ped/h] 0 0 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Stop Free Free Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.01 0.00 d_M,Delay for Movement[s/veh] 9.31 8.79 7.35 Movement LOS A A A A A A 95th-Percentile Queue Length[veh] 0.17 0.17 0.11 0.11 0.00 0.00 95th-Percentile Queue Length[ft] 4.19 4.19 2.68 2.68 0.00 0.00 d A,Approach Delay[s/veh] 9.19 0.42 0.00 Approach LOS A A A d I,Intersection Delay[s/veh] 2.79 Intersection LOS A Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 13: 2016 PM Peak Total - Base Report File: C:\...\2016 PM Total Base.pdf 11/17/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 54 758 414 9 38 48 1321 HIGHLAND STREET Northbound Southbound Eastbound Westbound Total ID Intersection Name Volume Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2 N KIMBALL AVENUE AND 6 1 706 43 0 378 6 43 1 0 1 16 1 17 1 0 1 2 1217 TUMBLEWEED TRAIL/EXIST DWY1 Southbound Eastbound Westbound Total ID Intersection Name Left Right Left Thru Thru Right Volume 3 E HIGHLAND STREET AND 37 11 3 50 51 14 166 EXIST DM 2 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 13: 2016 PM Peak Total - Base Report File: C:\...\2016 PM Total Base.pdf 11/17/2015 Turning Movement Volume: Detail ID Intersection Volume Type Northbound Southbound Eastbound Total Name Left Thru Thru Right Left Right Volume Final Base 41 716 379 6 16 30 1188 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - N KIMBALL AVENUE AND In Process 0 0 0 0 0 0 0 1 E HIGHLANDp Net New Tris 11 6 16 3 21 16 73 STREET Other 0 0 0 0 0 0 0 Future Total 54 758 1 414 9 38 48 1321 ID Intersection Volume Type Northbound Southbound Eastbound Westbound Total Name Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Final Base 0 652 41 0 357 0 0 0 0 16 0 2 1068 N KIMBALL Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 - AVENUE AND In Process 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TUMBLEWEED TRAIL/EXIST Net New Trips 6 21 0 0 3 6 43 0 16 0 0 0 95 DWY 1 Other 0 0 0 0 0 0 0 0 0 0 0 0 0 Future Total 6 706 1 43 1 0 f378 6 43 1 0 1 16 17 1 0 2 1217 ID Intersection Volume Type Southbound Eastbound Westbound Total Name Left Right Left Thru Thru Right Volume Final Base 0 0 0 48 49 0 97 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - E HIGHLAND In Process 0 0 0 0 0 0 0 3 STREET AND EXIST DWY 2 Net New Trips 37 11 3 0 0 14 65 Other 0 0 00 0 0 0 Future Total 37 11 3 50 51 14 166 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 13: 2016 PM Peak Total - Base Report File: C:\...\2016 PM Total Base.pdf 11/17/2015 Trip generation summary Added Trips Zone ID: Name Land Use variables Code Ind. Rate Quantity %In %Out Trips In Trips Out Total trips%of Total Var. Trips 1:Zone GEN OFFICE 710 1000 sf 1.000 0.000 50.00 50.00 16 76 92 68.15 2:Zone MED OFFICE 720 1000 sf 1.000 0.000 50.00 50.00 12 31 43 31.85 Added Trips Total 28 107 135 100.00 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 13: 2016 PM Peak Total - Base Report File: C:\...\2016 PM Total Base.pdf 11/17/2015 Trip distribution summary Zone 1:Zone Zone 2:Zone To Zone: From Zone: To Zone: From Zone: Zone/Gate Share% Trips Share% Trips Zone/Gate Share% Trips Share% Trips 2:Zone 0.00 0 0.00 0 1:Zone 0.00 0 0.00 0 3:Gate 10.00 2 10.00 8 3:Gate 10.00 1 10.00 3 4:Gate 1 60.00 10 30.00 23 1 4:Gate 60.00 7 30.00 9 5:Gate 30.00 5 60.00 45 5:Gate 30.00 4 60.00 19 Total 100.00 17 100.00 76 Total 1 100.00 1 12 1 100.00 1 31 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i fifRSHlf TRAFFIC SERVICES Version 3.00-06 Study Intersections R X m rx 4YpY 1 4 J TUM 9LEWF-rD TR r, 7 V CRIPPLE CREEP€TWaL 1L 4 1 K U J x I iF"immiWWmkAWWr ;son. • I- Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Lane Configuration and Traffic Control i r Ex DM 1 UM 9LEYv66❑TR � 4 -1 x CRIPPLEGREEKTML - - m K 4 E HIGHLAN } "� I15 L 0 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRS HIf TRAFFIC SER VICES Version 3.00-06 Traffic Volume - Base Volume i r Ex DM 1 2 UFA 9LEY4EE❑ik � 4 -1 x CRIPPLECREEF€TR+uL - - m K 4 E HIGFILAN } I15 L 15 0 2 0 0 30 0 �• ~ 0 48 .-- 49 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with WM KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - In-Process Volume i r Ex DM 1 UM 9LEY4EE❑TR � 4 -1 x CRIPPLECRF EKTML - - m K 4 E HIGHLAN } "� I15 L ao coo 00 fl 0 0 0 0 fl 0 0 .— 0 0 4 4 000 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with WM KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Net New Site Trips i r Ex DM 1 UM 9LEYv66❑TR � 4 -1 x CRIPPLECRF EKTML - - m K 4 E HIGHLAN } "� I15 L 21 43 0 3 14 15 0 �• ~ 0 0 .-- 0 16 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Future Total Volume i r �I 41D Y Ex DM 1 UM BLEYv66❑iR � 4 -1 x CRIPPLECRF EKTML - - m K 4 E HIGHLAN } "� i 0) I15 L A W 38 43 2 3 14 48 0 �• ~ 0 50 .-- 51 16 Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R S HIP TRAFFIC SF.RYI CES Version 3.00-06 Traffic Conditions i r z . r �F Ex DW%f 1 UM 9LEY4EE❑TR - � 4 -1 x CRIPPLE CREEK TFMW L - - m K 4 E HIGFILAN } I15 L � '- 1 ' Delay; 20.94 Delay; 25,12 Delay: 9.31 LOS: C LOS: D = _ LOS: A V/C; 0.145 VIC: 0.000 V/C: O.D42 I � I Scenario 13:13:2016 PM Peak Total-Base 11/17/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 8: 2016 AM Peak Total - Option 1 Report File: C:\...\2016 AM Total Option 1.pdf 11/18/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.114 21.8 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 WBT 0.000 20.8 C EXIST DWY 1 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 21.8 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.114 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Approach Northbound Southbound Eastbound s Lane Configuration I i i i � 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Base Volume Input[veh/h] 29 173 729 56 22 33 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 16 6 1 5 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 30 198 771 60 28 35 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 8 50 193 15 7 9 Total Analysis Volume[veh/h] 30 198 771 60 28 35 Pedestrian Volume[ped/h] Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 J Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.11 0.06 d_M,Delay for Movement[s/veh] 9.69 J0 21.80 13.24 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.12 0.00 0.00 0.00 0.63 0.63 95th-Percentile Queue Length[ft] 2.93 0.00 0.00 0.00 15.74 15.74 d A,Approach Delay[s/veh] 1.28 0.00 17.04 Approach LOS A A C d I,Intersection Delay[s/veh] 1.22 Intersection LOS C Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated withME . '■ KIMBALL HIGHLAND TIA •I.k:•i fil'R5111{TR AFFIC SF:R�'1 CFS Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 20.8 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.000 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Approach Northbound Southbound Eastbound Westbound Lane Configuration *11F i i F + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru TRght Lane Width[ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 0 0 0 0 0 Pocket Length[ft] 50.00 50.00 Speed[mph] 40.00 40.00 10.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Base Volume Input[veh/h] 0 168 14 0 1 682 0 0 0 0 36 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 21 0 0 0 0 33 3 0 7 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 21 176 15 0 716 33 3 0 7 38 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 5 44 4 0 179 8 1 0 2 10 0 0 Total Analysis Volume[veh/h] 21 176 15 0 716 33 3 0 7 38 0 0 Pedestrian Volume[ped/h] Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.01 0.10 0.00 0.00 d_M,Delay for Movement[s/veh] 9.31 0.00 0.00 7.61 0.00 0.00 19.96 19.78 10.98 15.42 20.78 9.85 Movement LOS A A A A A A C C B C C A 95th-Percentile Queue Length[veh] 0.08 0.00 0.00 0.00 0.00 0.00 0.07 0.07 0.07 0.33 0.33 0.33 95th-Percentile Queue Length[ft] 1.89 0.00 0.00 0.00 0.00 0.00 1.81 1.81 1.81 8.23 8.23 8.23 d A,Approach Delay[s/veh] 0.92 0.00 13.68 15.42 Approach LOS A A B C d I,Intersection Delay[s/veh] 0.91 Intersection LOS C Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 8: 2016 AM Peak Total - Option 1 Report File: C:\...\2016 AM Total Option 1.pdf 11/18/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 30 198 771 60 28 35 1122 HIGHLAND STREET Northbound Southbound Eastbound Westbound Total ID Intersection Name Left Thru Right Left Thru Right Left Thru I Right Left Thru I Right Volume 2 N KIMBALL AVENUE AND 21 176 15 0 716 33 3 0 1 7 1 38 1 0 1 0 1009 TUMBLEWEED TRAIL/EXIST DWY1 Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 8: 2016 AM Peak Total - Option 1 Report File: C:\...\2016 AM Total Option 1.pdf 11/18/2015 Turning Movement Volume: Detail ID Intersection Volume Type Northbound Southbound Eastbound Total Name Left Thru Thru Right Left Right Volume Final Base 29 173 729 56 22 33 1042 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - N KIMBALL AVENUE AND In Process 0 0 0 0 0 0 0 1 E HIGHLANDp Net New Tris 0 16 6 1 5 0 28 STREET Other 0 0 0 0 0 0 0 Future Total 30 198 1 771 60 28 35 1122 ID Intersection Volume Type Northbound Southbound Eastbound Westbound Total Name Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Final Base 0 168 14 0 682 0 0 0 0 36 0 0 900 N KIMBALL Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 - AVENUE AND In Process 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TUMBLEWEED TRAIL/EXIST Net New Trips 21 0 0 0 0 33 3 0 7 0 0 0 64 DWY 1 Other 0 0 0 0 0 0 0 0 0 0 0 0 0 Future Total 21 176 1 15 i 0 716 33 3 1 0 1 7 1 38 1 0 0 1009 Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 8: 2016 AM Peak Total - Option 1 Report File: C:\...\2016 AM Total Option 1.pdf 11/18/2015 Trip generation summary Added Trips Zone ID: Name Land Use variables Code Ind. Rate Quantity %In %Out Trips In Trips Out Total trips%of Total Var. Trips 1:Zone GEN OFFICE 710 1000 sf 1.000 0.000 50.00 50.00 31 4 35 54.69 2:Zone MED OFFICE 720 1000 sf 1.000 0.000 50.00 50.00 23 6 29 45.31 Added Trips Total 54 10 64 100.00 Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 8: 2016 AM Peak Total - Option 1 Report File: C:\...\2016 AM Total Option 1.pdf 11/18/2015 Trip distribution summary Zone 1:Zone Zone 2:Zone To Zone: From Zone: To Zone: From Zone: Zone/Gate Share% Trips Share% Trips Zone/Gate Share% Trips Share% Trips 2:Zone 0.00 0 0.00 0 1:Zone 0.00 0 0.00 0 3:Gate 10.00 3 10.00 0 3:Gate 10.00 2 10.00 1 4:Gate 1 30.00 9 60.00 3 1 4:Gate 30.00 7 60.00 3 5:Gate 60.00 19 30.00 1 5:Gate 60.00 14 30.00 2 Total 100.00 31 100.00 4 Total 100.00 23 100.00 6 Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Study Intersections 4 IIF' f. n _ � 'n E x D'hY i TUM 91-EbVE ED TR f+ CRIPPLE CRQEIC TR E HIGrILaN❑�r ( "1 ] �F J R 1 Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with mmKIMBALL HIGHLAND TIAo Version 3.00-06 Lane Configuration a • Traffic Control _ PAGLEW _ C2) �� w } t 1 Scenario2016 AM Peak TotalOption Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Future Total Volume Ex OWY 1 RGLEWEEd iR x CRIP'PLE CREEK FR - k E HIGPILANO57 J LJ y I � C2) 0) d� W� 2$ 3 35 � 7 Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TRAFFIC SF.RYI CFS Version 3.00-06 Traffic Conditions i AL Ex OWY 1 U13LEWEEd iR x CRIPPLE CREEK FR - k E HIGP IL.5Nd 3T J LJ Y I � DO7.8 Delay; 21.80 LOS: C �V/C; 0.114 Scenario 8:8:2016 AM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 6: 2016 PM Peak Total - Option 1 Report File: C:\...\2016 PM Total Option 1.pdf 11/18/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.076 19.7 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 EBT 0.000 27.0 D EXIST DWY 1 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 19.7 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.076 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Base Volume Input[veh/h] 41 716 379 6 16 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 17 32 11 3 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 43 769 430 17 20 32 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 11 192 108 4 5 8 Total Analysis Volume[veh/h] 43 769 430 17 20 32 Pedestrian Volume[ped/h] Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.08 0.04 d_M,Delay for Movement[s/veh] 8.38 19.74 10.69 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.12 0.00 0.00 0.00 0.40 0.40 95th-Percentile Queue Length[ft] 3.02 0.00 0.00 0.00 9.91 9.91 d A,Approach Delay[s/veh] 0.44 0.00 14.17 Approach LOS A A B d I,Intersection Delay[s/veh] 0.84 Intersection LOS C Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated withME . '■ KIMBALL HIGHLAND TIA •I.k:•i fil'R5111{TR AFFIC SF:R�'1 CFS Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 27.0 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 1 hour Volume to Capacity(v/c): 0.000 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Approach Northbound Southbound Eastbound Westbound Lane Configuration *11F i i F + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru TRght Lane Width[ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 0 0 0 0 0 Pocket Length[ft] 50.00 50.00 Speed[mph] 40.00 40.00 10.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Base Volume Input[veh/h] 0 652 41 0 1 357 0 0 0 0 16 0 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 20 0 0 0 0 9 64 0 43 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 20 685 43 0 375 9 64 0 43 17 0 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 5 171 11 0 94 2 16 0 11 4 0 1 Total Analysis Volume[veh/h] 20 685 43 0 375 9 64 0 43 17 0 2 Pedestrian Volume[ped/h] Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.01 0.00 0.00 0.00 0.00 0.22 0.00 0.05 0.08 0.00 0.00 d_M,Delay for Movement[s/veh] 8.13 0.00 0.00 9.13 0.00 0.00 20.92 27.02 12.87 23.98 24.64 12.21 Movement LOS A A A A A A C D B C C B 95th-Percentile Queue Length[veh] 0.05 0.00 0.00 0.00 0.00 0.00 1.12 1.12 1.12 0.28 0.28 0.28 95th-Percentile Queue Length[ft] 1.30 0.00 0.00 0.00 0.00 0.00 28.07 28.07 28.07 7.00 7.00 7.00 d A,Approach Delay[s/veh] 0.22 0.00 17.68 22.74 Approach LOS A A C C d I,Intersection Delay[s/veh] 1.98 Intersection LOS D Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 6: 2016 PM Peak Total - Option 1 Report File: C:\...\2016 PM Total Option 1.pdf 11/18/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 43 769 430 17 20 32 1311 HIGHLAND STREET Northbound Southbound Eastbound Westbound Total ID Intersection Name Volume Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2 N KIMBALL AVENUE AND 20 1 685 43 0 375 9 64 1 0 1 43 1 17 1 0 1 2 1258 TUMBLEWEED TRAIL/EXIST DWY1 Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 6: 2016 PM Peak Total - Option 1 Report File: C:\...\2016 PM Total Option 1.pdf 11/18/2015 Turning Movement Volume: Detail ID Intersection Volume Type Northbound Southbound Eastbound Total Name Left Thru Thru Right Left Right Volume Final Base 41 716 379 6 16 30 1188 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - N KIMBALL AVENUE AND In Process 0 0 0 0 0 0 0 1 E HIGHLANDp Net New Tris 0 17 32 11 3 0 63 STREET Other 0 0 0 0 0 0 0 Future Total 43 769 1 430 17 20 32 1311 ID Intersection Volume Type Northbound Southbound Eastbound Westbound Total Name Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Final Base 0 652 41 0 357 0 0 0 0 16 0 2 1068 N KIMBALL Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 - AVENUE AND In Process 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TUMBLEWEED TRAIL/EXIST Net New Trips 20 0 0 0 0 9 64 0 43 0 0 0 136 DWY 1 Other 0 0 0 0 0 0 0 0 0 0 0 0 0 Future Total 20 685 1 43 1 0 f375 9 64 1 0 1 43 1 17 1 0 2 1258 Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 6: 2016 PM Peak Total - Option 1 Report File: C:\...\2016 PM Total Option 1.pdf 11/18/2015 Trip generation summary Added Trips Zone ID: Name Land Use variables Code Ind. Rate Quantity %In %Out Trips In Trips Out Total trips%of Total Var. Trips 1:Zone GEN OFFICE 710 1000 sf 1.000 0.000 50.00 50.00 16 76 92 68.15 2:Zone MED OFFICE 720 1000 sf 1.000 0.000 50.00 50.00 12 31 43 31.85 Added Trips Total 28 107 135 100.00 Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 6: 2016 PM Peak Total - Option 1 Report File: C:\...\2016 PM Total Option 1.pdf 11/18/2015 Trip distribution summary Zone 1:Zone Zone 2:Zone To Zone: From Zone: To Zone: From Zone: Zone/Gate Share% Trips Share% Trips Zone/Gate Share% Trips Share% Trips 2:Zone 0.00 0 0.00 0 1:Zone 0.00 0 0.00 0 3:Gate 10.00 2 10.00 8 3:Gate 10.00 1 10.00 3 4:Gate 1 60.00 10 30.00 23 1 4:Gate 60.00 7 30.00 9 5:Gate 30.00 5 60.00 45 5:Gate 30.00 4 60.00 19 Total 100.00 17 100.00 76 Total 1 100.00 1 12 1 100.00 1 31 Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Study Intersections 4 IIF' f. n _ � 'n E x D'hY i TUM 91-EbVE ED TR f+ CRIPPLE CRQEIC TR E HIGrILaN❑�r ( "1 ] �F J R 1 Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with mmKIMBALL HIGHLAND TIAo Version 3.00-06 Lane Configuration a • Traffic Control + u ,�.. C2) t 1 yy 1 F Scenario • • 2016 PM Peak TotalOption Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TRAFFIC SF.RYI CFS Version 3.00-06 Traffic Volume - Future Total Volume i Ex OWY 1 PA13LEWEEd iR x CRIPPLE CREEK FR - k E HIGP IL.5Nd 3T J 0 y Ca -40 20 64 2 32 0 43 rl CD N�s Oco W Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TRAFFIC SF.RYI CFS Version 3.00-06 Traffic Conditions i AL Ex OWY 1 U13LEWEEd iR x CRIPPLE CREEK FR - k E HIGP IL.5Nd 3T J LJ Y I � D7O.2 Delay; 19.74 LOS: C �VIC; 0.076 Scenario 6:6:2016 PM Peak Total-Option 1 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 5: 2016 AM Peak Total - Option 2 Report File: C:\...\2016 AM Total Option 2.pdf 11/18/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.114 21.8 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 WBT 0.000 20.8 C EXIST DWY 1 5 KIMBALL AVENUE AND Two-way stop HCM2010 EBR 0.011 10.9 B PROPOSED DWY 3 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 21.8 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.114 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Approach Northbound Southbound Eastbound s Lane Configuration I i i i � 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Base Volume Input[veh/h] 29 173 729 56 22 33 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 16 6 1 5 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 30 198 771 60 28 35 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 8 50 193 15 7 9 Total Analysis Volume[veh/h] 30 198 771 60 28 35 Pedestrian Volume[ped/h] Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 J Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.11 0.06 d_M,Delay for Movement[s/veh] 9.69 J0 21.80 13.24 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.12 0.00 0.00 0.00 0.63 0.63 95th-Percentile Queue Length[ft] 2.93 0.00 0.00 0.00 15.74 15.74 d A,Approach Delay[s/veh] 1.28 0.00 17.04 Approach LOS A A C d I,Intersection Delay[s/veh] 1.22 Intersection LOS C Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated withME . '■ KIMBALL HIGHLAND TIA •I.k:•i fil'R5111{TR AFFIC SF:R�'1 CFS Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 20.8 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.000 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Approach Northbound Southbound Eastbound Westbound Lane Configuration *11F i i F + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru TRght Lane Width[ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 0 0 0 0 0 Pocket Length[ft] 50.00 50.00 Speed[mph] 30.00 40.00 10.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Base Volume Input[veh/h] 0 168 14 0 1 682 0 0 0 0 36 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 21 0 0 0 17 17 3 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 21 176 15 0 733 17 3 0 0 38 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 5 44 4 0 183 4 1 0 0 10 0 0 Total Analysis Volume[veh/h] 21 176 15 0 733 17 3 0 0 38 0 0 Pedestrian Volume[ped/h] Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.10 0.00 0.00 d_M,Delay for Movement[s/veh] 9.32 0.00 0.00 7.61 0.00 0.00 20.17 19.94 10.97 15.45 20.81 9.86 Movement LOS A A A A A A C C B C C A 95th-Percentile Queue Length[veh] 0.08 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.04 0.33 0.33 0.33 95th-Percentile Queue Length[ft] 1.89 0.00 0.00 0.00 0.00 0.00 0.95 0.95 0.95 8.26 8.26 8.26 d A,Approach Delay[s/veh] 0.92 0.00 20.17 15.45 Approach LOS A A C C d I,Intersection Delay[s/veh] 0.84 Intersection LOS C Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #5: KIMBALL AVENUE AND PROPOSED DWY 3 Control Type: Two-way stop Delay(sec/veh): 10.9 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 1 hour Volume to Capacity(v/c): 0.011 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE PROPOSED DWY 3 Approach Northbound Southbound Eastbound ILane Configuration I I 1 1 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 0 Pocket Length[ft] 00 10.00 Speed[mph] 40.00 40.00 10.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVE PROPOSED DWY 3 Base Volume Input[veh/h] 182 718 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 Site-Generated Trips[veh/h] 21 0 17 7 Diverted Trips[veh/h] 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 Other Volume[veh/h] 0 0 0 0 Total Hourly Volume[veh/h] 212 754 17 7 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 53 189 4 2 Total Analysis Volume[veh/h] 212 754 17 7 Pedestrian Volume[ped/h] Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median J Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0. 0.01 d_M,Delay for Movement[s/veh] J0 10.94 Movement LOS A A A B 95th-Percentile Queue Length[veh] 0.00 0.00 0.00 0.03 95th-Percentile Queue Length[ft] 0.00 0.00 0.00 0.87 d A,Approach Delay[s/veh] 0.00 0.00 10.94 Approach LOS A A B d I,Intersection Delay[s/veh] 0.08 Intersection LOS B Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 5: 2016 AM Peak Total - Option 2 Report File: C:\...\2016 AM Total Option 2.pdf 11/18/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 30 198 771 60 28 35 1122 HIGHLAND STREET Northbound Southbound Eastbound Westbound Total ID Intersection Name Left Thru Right Left Thru Right Left Thru I Right Left Thru I Right Volume 2 N KIMBALL AVENUE AND 21 176 15 0 733 17 3 0 1 0 1 38 1 0 1 0 1003 TUMBLEWEED TRAIL/EXIST DWY1 Northbound Southbound Eastbound Total ID Intersection Name Thru Thru Right Right Volume 5 KIMBALL AVENUE AND 212 754 17 7 990 PROPOSED DWY 3 Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 5: 2016 AM Peak Total - Option 2 Report File: C:\...\2016 AM Total Option 2.pdf 11/18/2015 Turning Movement Volume: Detail ID Intersection Volume Type Northbound Southbound Eastbound Total Name Left Thru Thru Right Left Right Volume Final Base 29 173 729 56 22 33 1042 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - N KIMBALL AVENUE AND In Process 0 0 0 0 0 0 0 1 E HIGHLANDp Net New Tris 0 16 6 1 5 0 28 STREET Other 0 0 0 0 0 0 0 Future Total 30 198 1 771 60 28 35 1122 ID Intersection Volume Type Northbound Southbound Eastbound Westbound Total Name Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Final Base 0 168 14 0 682 0 0 0 0 36 0 0 900 N KIMBALL Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 - AVENUE AND In Process 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TUMBLEWEED TRAIL/EXIST Net New Trips 21 0 0 0 17 17 3 0 0 0 0 0 58 DWY 1 Other 0 0 0 0 0 0 0 0 0 0 0 0 0 Future Total 21 176 1 15 i —Of733 17 3 1 0 1 0 38 0 0 1003 ID Intersection Volume Type e Northbound Southbound Eastbound Total Name Thru Thru Right Right Volume Final Base 182 718 0 0 900 Growth Rate 1.05 1.05 1.05 1.05 - KIMBALL AVENUE AND In Process 0 0 0 0 0 5 PROPOSEDp Net New Tris 21 0 17 7 45 DWY3 Other 0 0 0 0 0 Future Total 212 754 17 7 990 Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 5: 2016 AM Peak Total - Option 2 Report File: C:\...\2016 AM Total Option 2.pdf 11/18/2015 Trip generation summary Added Trips Zone ID: Name Land Use variables Code Ind. Rate Quantity %In %Out Trips In Trips Out Total trips%of Total Var. Trips 1:Zone GEN OFFICE 710 1000 sf 1.000 0.000 50.00 50.00 31 4 35 54.69 2:Zone MED OFFICE 720 1000 sf 1.000 0.000 50.00 50.00 23 6 29 45.31 Added Trips Total 54 10 64 100.00 Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 5: 2016 AM Peak Total - Option 2 Report File: C:\...\2016 AM Total Option 2.pdf 11/18/2015 Trip distribution summary Zone 1:Zone Zone 2:Zone To Zone: From Zone: To Zone: From Zone: Zone/Gate Share% Trips Share% Trips Zone/Gate Share% Trips Share% Trips 2:Zone 0.00 0 0.00 0 1:Zone 0.00 0 0.00 0 3:Gate 10.00 3 10.00 0 3:Gate 10.00 2 10.00 1 4:Gate 1 30.00 9 60.00 3 1 4:Gate 30.00 7 60.00 3 5:Gate 60.00 19 30.00 1 5:Gate 60.00 14 30.00 2 Total 100.00 31 100.00 4 Total 100.00 23 100.00 6 Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i fifRSHlf TRAFFIC SERVICES Version 3.00-06 Study Intersections 4 IIF' f. n � TUFA9LByriEDTR I' a t;RIPPL E=4EE{-1` E HIGPILANO 57 �F J 1 Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Lane Configuration and Traffic Control ExdVI'Y1 MBLEWEEdiR PRJPQSELD x CRIPPLE CREEK TR - E HIGP ILAN❑5T J LJ I � Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Future Total Volume Ex❑WY 1 MBLEWEE❑TR ' PROP6SE6D x CRIPPLE CREEK TR - E HIGP ILAN❑5T J LJ I � W yWd 2$ 3 g QQ Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TRAFFIC SF.RYI CFS Version 3.00-06 Traffic Conditions i AL Ex❑WY 1 MBLEWEE❑iR RROP6SE6D x CRIPPLE CREEK TR - k E HIGtILaNO3T J LJ I � 1 1 ' Delay: 21.80 Delay: 20,81 Delay: 10.94 LOS: C op LOS: C ■ LOS: B V/C; 0.114 VIC: 0.000 V/C: 0.011 Scenario 5:5:2016 AM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 9: 2016 PM Peak Total - Option 2 Report File: C:\...\2016 PM Total Option 2.pdf 11/18/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.076 19.7 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 EBT 0.000 27.2 D EXIST DWY 1 5 KIMBALL AVENUE AND Two-way stop HCM2010 EBR 0.053 9.7 A PROPOSED DWY 3 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 19.7 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.076 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Base Volume Input[veh/h] 41 716 379 6 16 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 17 32 11 3 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 43 769 430 17 20 32 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 11 192 108 4 5 8 Total Analysis Volume[veh/h] 43 769 430 17 20 32 Pedestrian Volume[ped/h] Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.08 0.04 d_M,Delay for Movement[s/veh] 8.38 19.74 10.69 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.12 0.00 0.00 0.00 0.40 0.40 95th-Percentile Queue Length[ft] 3.02 0.00 0.00 0.00 9.91 9.91 d A,Approach Delay[s/veh] 0.44 0.00 14.17 Approach LOS A A B d I,Intersection Delay[s/veh] 0.84 Intersection LOS C Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 27.2 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 1 hour Volume to Capacity(v/c): 0.000 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Approach Northbound Southbound Eastbound Westbound Lane Configuration *11F Ak Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 0 0 ) 0 0 0 Pocket Length[ft] 50.00 00.00 50.00 Speed[mph] 30.00 40.00 10.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Base Volume Input[veh/h] 0 652 41 0 1 357 0 0 0 0 16 0 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 20 0 0 0 5 5 64 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 20 685 43 0 380 5 64 0 0 17 0 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 5 171 11 0 95 1 16 0 0 4 0 1 Total Analysis Volume[veh/h] 20 685 43 0 380 5 64 0 0 17 0 2 Pedestrian Volume[ped/h] 0 Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.01 0.00 0.00 0.00 0.00 0.22 0.00 0.00 0.08 0.00 0.00 d_M,Delay for Movement[s/veh] 8.13 0.00 0.00 9.13 0.00 0.00 21.08 27.20 12.98 22.99 24.52 12.06 Movement LOS A A A A A A C D B C C B 95th-Percentile Queue Length[veh] 0.05 0.00 0.00 0.00 0.00 0.00 0.85 0.85 0.85 0.27 0.27 0.27 95th-Percentile Queue Length[ft] 1.30 0.00 0.00 0.00 0.00 0.00 21.29 21.29 21.29 6.65 6.65 6.65 d A,Approach Delay[s/veh] 0.22 0.00 21.08 21.84 Approach LOS A A C C d I,Intersection Delay[s/veh] 1.58 Intersection LOS D Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #5: KIMBALL AVENUE AND PROPOSED DWY 3 Control Type: Two-way stop Delay(sec/veh): 9.7 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 1 hour Volume to Capacity(v/c): 0.053 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE PROPOSED DWY 3 Approach Northbound Southbound Eastbound ILane Configuration I I 1 1 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 0 Pocket Length[ft] 00 10.00 Speed[mph] 40.00 40.00 10.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVE PROPOSED DWY 3 Base Volume Input[veh/h] 693 373 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 Site-Generated Trips[veh/h] 20 0 5 43 Diverted Trips[veh/h] 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 Other Volume[veh/h] 0 0 0 0 Total Hourly Volume[veh/h] 748 392 5 43 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 187 98 1 11 Total Analysis Volume[veh/h] 748 392 5 43 Pedestrian Volume[ped/h] Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median J Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0. 0.05 d_M,Delay for Movement[s/veh] J0 9.70 Movement LOS A A A A 95th-Percentile Queue Length[veh] 0.00 0.00 0.00 0.17 95th-Percentile Queue Length[ft] 0.00 0.00 0.00 4.21 d A,Approach Delay[s/veh] 0.00 0.00 9.70 Approach LOS A A A d I,Intersection Delay[s/veh] 0.35 Intersection LOS A Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 9: 2016 PM Peak Total - Option 2 Report File: C:\...\2016 PM Total Option 2.pdf 11/18/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 43 769 430 17 20 32 1311 HIGHLAND STREET Northbound Southbound Eastbound Westbound Total ID Intersection Name Volume Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2 N KIMBALL AVENUE AND 20 1 685 43 0 380 5 64 1 0 1 0 1 17 1 0 1 2 1216 TUMBLEWEED TRAIL/EXIST DWY1 Northbound Southbound Eastbound Total ID Intersection Name Thru Thru Right Right Volume 5 KIMBALL AVENUE AND 748 392 5 43 1188 PROPOSED DWY 3 Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 9: 2016 PM Peak Total - Option 2 Report File: C:\...\2016 PM Total Option 2.pdf 11/18/2015 Turning Movement Volume: Detail ID Intersection Volume Type Northbound Southbound Eastbound Total Name Left Thru Thru Right Left Right Volume Final Base 41 716 379 6 16 30 1188 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - N KIMBALL AVENUE AND In Process 0 0 0 0 0 0 0 1 E HIGHLANDp Net New Tris 0 17 32 11 3 0 63 STREET Other 0 0 0 0 0 0 0 Future Total 43 769 1 430 17 20 32 1311 ID Intersection Volume Type Northbound Southbound Eastbound Westbound Total Name Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Final Base 0 652 41 0 357 0 0 0 0 16 0 2 1068 N KIMBALL Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 - AVENUE AND In Process 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TUMBLEWEED TRAIL/EXIST Net New Trips 20 0 0 0 5 5 64 0 0 0 0 0 94 DWY 1 Other 0 0 0 0 0 0 0 0 0 0 0 0 0 Future Total 20 685 1 43 1 0 f380 5 64 1 0 1 0 17 1 0 2 1216 ID Intersection Volume Type e Northbound Southbound Eastbound Total Name Thru Thru Right Right Volume Final Base 693 373 0 0 1066 Growth Rate 1.05 1.05 1.05 1.05 - KIMBALL AVENUE AND In Process 0 0 0 0 0 5 PROPOSEDp Net New Tris 20 0 5 43 68 DWY3 Other 0 0 0 0 0 Future Total 748 392 5 43 1188 Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 9: 2016 PM Peak Total - Option 2 Report File: C:\...\2016 PM Total Option 2.pdf 11/18/2015 Trip generation summary Added Trips Zone ID: Name Land Use variables Code Ind. Rate Quantity %In %Out Trips In Trips Out Total trips%of Total Var. Trips 1:Zone GEN OFFICE 710 1000 sf 1.000 0.000 50.00 50.00 16 76 92 68.15 2:Zone MED OFFICE 720 1000 sf 1.000 0.000 50.00 50.00 12 31 43 31.85 Added Trips Total 28 107 135 100.00 Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 9: 2016 PM Peak Total - Option 2 Report File: C:\...\2016 PM Total Option 2.pdf 11/18/2015 Trip distribution summary Zone 1:Zone Zone 2:Zone To Zone: From Zone: To Zone: From Zone: Zone/Gate Share% Trips Share% Trips Zone/Gate Share% Trips Share% Trips 2:Zone 0.00 0 0.00 0 1:Zone 0.00 0 0.00 0 3:Gate 10.00 2 10.00 8 3:Gate 10.00 1 10.00 3 4:Gate 1 60.00 10 30.00 23 1 4:Gate 60.00 7 30.00 9 5:Gate 30.00 5 60.00 45 5:Gate 30.00 4 60.00 19 Total 100.00 17 100.00 76 Total 1 100.00 1 12 1 100.00 1 31 Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i fifRSHlf TRAFFIC SERVICES Version 3.00-06 Study Intersections 4 IIF' f. n � TUFA9LByriEDTR I' a t;RIPPL E=4EE{-1` E HIGPILANO 57 �F J 1 Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with mmKIMBALL HIGHLAND TIAo Version 3.00-06 Lane Configuration a • Traffic Control RROPOSG �� } 4 � • y ,�.. IPPLE CREEK TRr Scenario • 2016 PM Peak TotalOption Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Future Total Volume Ex❑WY 1 MBLEWEE❑TR ' PROP6SE6D x CRIPPLE CREEK TR - E HIGP ILAN❑5T J LJ I � W D Ca20 043 32 pC7 CD ~� W Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TRAFFIC SF.RYI CFS Version 3.00-06 Traffic Conditions i AL Ex❑WY 1 MBLEWEE❑iR RROP6SE6D x CRIPPLE CREEK TR - k E HIGtILaNO3T J LJ I � 1 1 ' Delay: 19.74 Delay: 27.20 t Delay: 9.70 LOS: C op LOS: D = LOS: A VIC: 0.076 VIC: 0.000 V/C: 0.053 Scenario 9:9:2016 PM Peak Total-Option 2 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 10: 2016 AM Peak Total - Option 3 Report File: C:\...\2016 AM Total Option 3.pdf 11/18/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.119 22.0 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 WBT 0.000 20.8 C EXIST DWY 1 3 E HIGHLAND STREET AND Two-way stop HCM2010 SBL 0.006 9.3 A EXIST DWY 2 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 22.0 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.119 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Approach Northbound Southbound Eastbound s Lane Configuration I i i i � 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Base Volume Input[veh/h] 29 173 729 56 22 33 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 16 2 12 6 4 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 30 198 767 71 29 39 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 8 50 192 18 7 10 Total Analysis Volume[veh/h] 30 198 767 71 29 39 Pedestrian Volume[ped/h] Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 J Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.12 0.07 d_M,Delay for Movement[s/veh] 9.72 J0 21.97 13.41 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.12 0.00 0.00 0.00 0.68 0.68 95th-Percentile Queue Length[ft] 2.95 0.00 0.00 0.00 17.02 17.02 d A,Approach Delay[s/veh] 1.28 0.00 17.06 Approach LOS A A C d I,Intersection Delay[s/veh] 1.28 Intersection LOS C Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5111f TR AFFIC SER] lCFS Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 20.8 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.000 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Approach Northbound Southbound Eastbound Westbound Lane Configuration *11F Ak Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 0 0 ) 0 0 0 Pocket Length[ft] 50.00 50.00 Speed[mph] 40.00 40.00 10.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Base Volume Input[veh/h] 0 168 14 0 1 682 0 0 0 0 36 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 21 1 0 0 11 22 2 0 3 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 21 177 15 0 727 22 2 0 3 38 0 0 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 5 44 4 0 182 6 1 0 1 10 0 0 Total Analysis Volume[veh/h] 21 177 15 0 727 22 2 0 3 38 0 0 Pedestrian Volume[ped/h] Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.10 0.00 0.00 d_M,Delay for Movement[s/veh] 9.31 0.00 0.00 7.61 0.00 0.00 20.03 19.83 10.90 15.46 20.81 9.86 Movement LOS A A A A A A C C B C C A 95th-Percentile Queue Length[veh] 0.08 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.04 0.33 0.33 0.33 95th-Percentile Queue Length[ft] 1.89 0.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 8.27 8.27 8.27 d A,Approach Delay[s/veh] 0.92 0.00 14.55 15.46 Approach LOS A A B C d I,Intersection Delay[s/veh] 0.85 Intersection LOS C Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #3: E HIGHLAND STREET AND EXIST DWY 2 Control Type: Two-way stop Delay(sec/veh): 9.3 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 1 hour Volume to Capacity(v/c): 0.006 Intersection Setup Name EX DWY 2 E HIGHLAND ST E HIGHLAND ST Approach Southbound Eastbound Westbound Lane Configuration *1 1 F Turning Movement Left Right Left Thru Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 Pocket Length[ft] ,nn nr 10.00 Speed[mph] 10.00 30.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name EX DWY 2 E HIGHLAND ST E HIGHLAND ST Base Volume Input[veh/h] 0 55 85 0 Base Volume Adjustment Factor 1.0000 1.0500 1.0500 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 J0 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 Site-Generated Trips[veh/h] 5 5 1 11 Diverted Trips[veh/h] 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 Other Volume[veh/h] 0 0 0 0 Total Hourly Volume[veh/h] 5 63 90 11 Peak Hour Factor 1.0000 00 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 00 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 1 16 23 3 Total Analysis Volume[veh/h] 5 63 90 11 Pedestrian Volume[ped/h] 0 Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Stop Free Free Flared Lane Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 d_M,Delay for Movement[s/veh] 9.35 0 Movement LOS A A A A 95th-Percentile Queue Length[veh] 0.02 '0 0.00 0.00 0.00 95th-Percentile Queue Length[ft] 0.45 .0 0.00 0.00 0.00 d A,Approach Delay[s/veh] 9.35 0.00 0.00 Approach LOS A A A d I,Intersection Delay[s/veh] 0.28 Intersection LOS A Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 10: 2016 AM Peak Total - Option 3 Report File: C:\...\2016 AM Total Option 3.pdf 11/18/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 30 198 767 71 29 39 1134 HIGHLAND STREET Northbound Southbound Eastbound Westbound Total ID Intersection Name Left Thru Right Left Thru Right Left Thru I Right Left Thru I Right Volume 2 N KIMBALL AVENUE AND 21 177 15 0 727 22 2 0 1 3 1 38 1 0 1 0 1005 TUMBLEWEED TRAIL/EXIST DWY1 ID Intersection Name Southbound Eastbound Westbound Total g Left Thru Thru Right Volume 3 E HIGHLAND STREET AND 5 63 90 11 169 EXIST DWY 2 Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 10: 2016 AM Peak Total - Option 3 Report File: C:\...\2016 AM Total Option 3.pdf 11/18/2015 Turning Movement Volume: Detail ID Intersection Volume Type Northbound Southbound Eastbound Total Name Left Thru Thru Right Left Right Volume Final Base 29 173 729 56 22 33 1042 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - N KIMBALL AVENUE AND In Process 0 0 0 0 0 0 0 1 E HIGHLANDp Net New Tris 0 16 2 12 6 4 40 STREET Other 0 0 0 0 0 0 0 Future Total 30 198 1 767 71 29 39 1134 ID Intersection Volume Type Northbound Southbound Eastbound Westbound Total Name Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Final Base 0 168 14 0 682 0 0 0 0 36 0 0 900 N KIMBALL Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 - AVENUE AND In Process 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TUMBLEWEED TRAIL/EXIST Net New Trips 21 1 0 0 11 22 2 0 3 0 0 0 60 DWY 1 Other 0 0 0 0 0 0 0 0 0 0 0 0 0 Future Total 21 177 1 15 i —Of727 22 2 1 0 1 3 38 0 0 1005 ID Intersection Volume Type Southbound Eastbound Westbound Total Name Left Thru Thru Right Volume Final Base 0 58 89 0 147 Growth Rate 1.00 1.00 1.00 1.00 - E HIGHLAND In Process 0 0 0 0 0 3 STREET AND EXIST DWY 2 Net New Trips 5 5 1 11 22 Other 0 0 0 0 0 Future Total 5 63 90 11 169 Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 10: 2016 AM Peak Total - Option 3 Report File: C:\...\2016 AM Total Option 3.pdf 11/18/2015 Trip generation summary Added Trips Zone ID: Name Land Use variables Code Ind. Rate Quantity %In %Out Trips In Trips Out Total trips%of Total Var. Trips 1:Zone GEN OFFICE 710 1000 sf 1.000 0.000 50.00 50.00 31 4 35 54.69 2:Zone MED OFFICE 720 1000 sf 1.000 0.000 50.00 50.00 23 6 29 45.31 Added Trips Total 54 10 64 100.00 Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 10: 2016 AM Peak Total - Option 3 Report File: C:\...\2016 AM Total Option 3.pdf 11/18/2015 Trip distribution summary Zone 1:Zone Zone 2:Zone To Zone: From Zone: To Zone: From Zone: Zone/Gate Share% Trips Share% Trips Zone/Gate Share% Trips Share% Trips 2:Zone 0.00 0 0.00 0 1:Zone 0.00 0 0.00 0 3:Gate 10.00 3 10.00 0 3:Gate 10.00 2 10.00 1 4:Gate 1 30.00 9 60.00 3 1 4:Gate 30.00 7 60.00 3 5:Gate 60.00 19 30.00 1 5:Gate 60.00 14 30.00 2 Total 100.00 31 100.00 4 Total 100.00 23 100.00 6 Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i fifRSHlf TRAFFIC SERVICES Version 3.00-06 Study Intersections R X m rx 4YpY 1 4 J TUM 9LEWF-rD TR r, 7 V CRIPPLE CREEK TR 1L 4 1 K U =C I_I. .Y.J$7 J owl I 4 4 ''y# iF"immimJ&AWWr ;son. • I- Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Lane Configuration and Traffic Control i r Ex OVJY 1 UM 9LEYVEEd TR � 4 -1 x CRIPPLE CREEK FR - - m K 4 E HIGFILAN } I15 L 0 Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Future Total Volume i r �I 41D Y Ex DM 1 UM BLEYVEEd iR � 4 -1 x CRIPPLE CREEK FR - - m K 4 E HIGHLAN } "� i I15 L 29 2 0 39 0 �• 0 63 11 g 38 -- 90 Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5 KI PTRAFFIC SF.RYI CES Version 3.00-06 Traffic Conditions i r z . r �F Ex DW 1 UM 9LEYVEEd TR - � 4 -1 x CRIPPLE CREEK FR - - m K 4 E HIGFILAN } "� � ' 1 ' Delay; 21.97 Delay; 20.81 Delay: 9.35 LOS: C LOS: C ■ = L0S: A V/C; 0.119 VIC: 0.000 V/C: 0.0x6 I � I Scenario 10:10:2016 AM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 11: 2016 PM Peak Total - Option 3 Report File: C:\...\2016 PM Total Option 3.pdf 11/18/2015 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 N KIMBALL AVENUE AND E Two-way stop HCM2010 EBL 0.130 20.3 C HIGHLAND STREET N KIMBALL AVENUE AND 2 TUMBLEWEED TRAIL/ Two-way stop HCM2010 EBT 0.000 26.5 D EXIST DWY 1 3 E HIGHLAND STREET AND Two-way stop HCM2010 SBL 0.036 9.2 A EXIST DWY 2 V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value; for all other control types, they are taken for the whole intersection. Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #1:N KIMBALL AVENUE AND E HIGHLAND STREET Control Type: Two-way stop Delay(sec/veh): 20.3 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 1 hour Volume to Capacity(v/c): 0.130 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Approach Northbound Southbound Eastbound s Lane Configuration I i i i � 1 Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 10.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 Pocket Length[ft] 50.00 Speed[mph] 40.00 40.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name N KIMBALL AVE N KIMBALL AVE E HIGHLAND ST Base Volume Input[veh/h] 41 716 379 6 16 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 17 14 14 18 18 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 43 769 412 20 35 50 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 11 192 103 5 9 13 Total Analysis Volume[veh/h] 43 769 412 20 35 50 Pedestrian Volume[ped/h] Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 0.13 0.06 d_M,Delay for Movement[s/veh] 8.33 20.28 11.52 Movement LOS A A A A C B 95th-Percentile Queue Length[veh] 0.12 0.00 0.00 0.00 0.71 0.71 95th-Percentile Queue Length[ft] 2.98 0.00 0.00 0.00 17.86 17.86 d A,Approach Delay[s/veh] 0.44 0.00 15.12 Approach LOS A A C d I,Intersection Delay[s/veh] 1.24 Intersection LOS C Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated withME . '■ KIMBALL HIGHLAND TIA •I.k:•i fil'R5111{TR AFFIC SF:R�'1 CFS Version 3.00-06 Intersection Level Of Service Report #2:N KIMBALL AVENUE AND TUMBLEWEED TRAIL/EXIST DWY 1 Control Type: Two-way stop Delay(sec/veh): 26.5 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 1 hour Volume to Capacity(v/c): 0.000 Intersection Setup Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Approach Northbound Southbound Eastbound Westbound Lane Configuration *11F i i F + + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru TRght Lane Width[ft] 10.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 0 0 0 0 0 Pocket Length[ft] 50.00 50.00 Speed[mph] 40.00 40.00 10.00 30.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name N KIMBALL AVE N KIMBALL AVE EX DWY 1 TUMBLEWEED TR Base Volume Input[veh/h] 0 652 41 0 1 357 0 0 0 0 16 0 2 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 20 15 0 0 3 6 49 0 25 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 20 700 43 0 378 6 49 0 25 17 0 2 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 5 175 11 0 95 2 12 0 6 4 0 1 Total Analysis Volume[veh/h] 20 700 43 0 378 6 49 0 25 17 0 2 Pedestrian Volume[ped/h] Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.01 0.00 0.00 0.00 0.00 0.17 0.00 0.03 0.08 0.00 0.00 d_M,Delay for Movement[s/veh] 8.13 0.00 0.00 9.19 0.00 0.00 20.14 26.48 11.91 24.08 25.03 12.29 Movement LOS A A A A A A C D B C D B 95th-Percentile Queue Length[veh] 0.05 0.00 0.00 0.00 0.00 0.00 0.76 0.76 0.76 0.28 0.28 0.28 95th-Percentile Queue Length[ft] 1.30 0.00 0.00 0.00 0.00 0.00 18.96 18.96 18.96 7.04 7.04 7.04 d A,Approach Delay[s/veh] 0.21 0.00 17.36 22.84 Approach LOS A A C C d I,Intersection Delay[s/veh] 1.52 Intersection LOS D Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Level Of Service Report #3: E HIGHLAND STREET AND EXIST DWY 2 Control Type: Two-way stop Delay(sec/veh): 9.2 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 1 hour Volume to Capacity(v/c): 0.036 Intersection Setup Name EX DWY 2 E HIGHLAND ST E HIGHLAND ST Approach Southbound Eastbound Westbound Lane Configuration *1 1 F Turning Movement Left Right Left Thru Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 Pocket Length[ft] ,nn nr 10.00 Speed[mph] 10.00 30.00 30.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no no Volumes Name EX DWY 2 E HIGHLAND ST E HIGHLAND ST Base Volume Input[veh/h] 0 46 47 0 Base Volume Adjustment Factor 1.0000 1.0500 1.0500 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 Growth Rate 1.00 J0 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 Site-Generated Trips[veh/h] 32 3 11 3 Diverted Trips[veh/h] 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 Other Volume[veh/h] 0 0 0 0 Total Hourly Volume[veh/h] 32 51 60 3 Peak Hour Factor 1.0000 00 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 00 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 8 13 15 1 Total Analysis Volume[veh/h] 32 51 60 3 Pedestrian Volume[ped/h] 0 Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Intersection Settings Priority Scheme Stop Free Free Flared Lane Storage Area[veh] Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.04 d_M,Delay for Movement[s/veh] 9.22 0 Movement LOS A A A A 95th-Percentile Queue Length[veh] 0.11 '0 0.00 0.00 0.00 95th-Percentile Queue Length[ft] 2.82 .0 0.00 0.00 0.00 d A,Approach Delay[s/veh] 9.22 0.00 0.00 Approach LOS A A A d I,Intersection Delay[s/veh] 2.02 Intersection LOS A Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 11: 2016 PM Peak Total - Option 3 Report File: C:\...\2016 PM Total Option 3.pdf 11/18/2015 Turning Movement Volume: Summary Northbound Southbound Eastbound Total ID Intersection Name g g Left Thru Thru Right Left Right Volume 1 N KIMBALL AVENUE AND E 43 769 412 20 35 50 1329 HIGHLAND STREET Northbound Southbound Eastbound Westbound Total ID Intersection Name Volume Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2 N KIMBALL AVENUE AND 20 1 700 43 0 378 6 49 1 0 1 25 1 17 1 0 1 2 1240 TUMBLEWEED TRAIL/EXIST DWY1 ID Intersection Name Southbound Eastbound Westbound Total g Left Thru Thru Right Volume 3 E HIGHLAND STREET AND 32 51 60 3 146 EXIST DWY 2 Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 11: 2016 PM Peak Total - Option 3 Report File: C:\...\2016 PM Total Option 3.pdf 11/18/2015 Turning Movement Volume: Detail ID Intersection Volume Type Northbound Southbound Eastbound Total Name Left Thru Thru Right Left Right Volume Final Base 41 716 379 6 16 30 1188 Growth Rate 1.05 1.05 1.05 1.05 1.05 1.05 - N KIMBALL AVENUE AND In Process 0 0 0 0 0 0 0 1 E HIGHLANDp Net New Tris 0 17 14 14 18 18 81 STREET Other 0 0 0 0 0 0 0 Future Total 43 769 1 412 20 35 50 1329 ID Intersection Volume Type Northbound Southbound Eastbound Westbound Total Name Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Final Base 0 652 41 0 357 0 0 0 0 16 0 2 1068 N KIMBALL Growth Rate 1.00 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.05 - AVENUE AND In Process 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TUMBLEWEED TRAIL/EXIST Net New Trips 20 15 0 0 3 6 49 0 25 0 0 0 118 DWY 1 Other 0 0 0 0 0 0 0 0 0 0 0 0 0 Future Total 20 700 1 43 1 0 f378 6 49 1 0 1 25 17 1 0 2 1240 ID Intersection Volume Type Southbound Eastbound Westbound Total Name Left Thru Thru Right Volume Final Base 0 48 49 0 97 Growth Rate 1.00 1.00 1.00 1.00 - E HIGHLAND In Process 0 0 0 0 0 3 STREET AND EXIST DWY 2 Net New Trips 32 3 11 3 49 Other 0 0 0 0 0 Future Total 32 51 60 3 146 Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 11: 2016 PM Peak Total - Option 3 Report File: C:\...\2016 PM Total Option 3.pdf 11/18/2015 Trip generation summary Added Trips Zone ID: Name Land Use variables Code Ind. Rate Quantity %In %Out Trips In Trips Out Total trips%of Total Var. Trips 1:Zone GEN OFFICE 710 1000 sf 1.000 0.000 50.00 50.00 16 76 92 68.15 2:Zone MED OFFICE 720 1000 sf 1.000 0.000 50.00 50.00 12 31 43 31.85 Added Trips Total 28 107 135 100.00 Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 KIMBALL HIGHLAND TIA Vistro File: C:\...\Kimball Highland Base Network.vistro Scenario 11: 2016 PM Peak Total - Option 3 Report File: C:\...\2016 PM Total Option 3.pdf 11/18/2015 Trip distribution summary Zone 1:Zone Zone 2:Zone To Zone: From Zone: To Zone: From Zone: Zone/Gate Share% Trips Share% Trips Zone/Gate Share% Trips Share% Trips 2:Zone 0.00 0 0.00 0 1:Zone 0.00 0 0.00 0 3:Gate 10.00 2 10.00 8 3:Gate 10.00 1 10.00 3 4:Gate 1 60.00 10 30.00 23 1 4:Gate 60.00 7 30.00 9 5:Gate 30.00 5 60.00 45 5:Gate 30.00 4 60.00 19 Total 100.00 17 100.00 76 Total 1 100.00 1 12 1 100.00 1 31 Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i fifRSHlf TRAFFIC SERVICES Version 3.00-06 Study Intersections R X m rx 4YpY 1 4 J TUM 9LEWF-rD TR r, 7 V CRIPPLE CREEK TR 1L 4 1 K U =C I_I. .Y.J$7 J owl I 4 4 ''y# iF"immimJ&AWWr ;son. • I- Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with mm KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Lane Configuration and Traffic Control i r Ex OVJY 1 UM 9LEYVEEd TR � 4 -1 x CRIPPLE CREEK FR - - m K 4 E HIGFILAN } I15 L 0 Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA I.F.•i FiFRSHIf TRAFFIC SERVICES Version 3.00-06 Traffic Volume - Future Total Volume i r �I 41D Y Ex DM 1 UM BLEYVEEd iR � 4 -1 x CRIPPLE CREEK FR - - m K 4 E HIGHLAN } "� i I15 L 35 2 0 3 50 0 �• 0 51 25 � � 17 60 glow Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015 Generated with KIMBALL HIGHLAND TIA •I.Y.•i PF R 5 KI PTRAFFIC SF.RYI CES Version 3.00-06 Traffic Conditions i r z . r �F Ex DW 1 UM 9LEYVEEd TR - � 4 -1 x CRIPPLE CREEK FR - - m K 4 E HIGFILAN } "� I15 L 1 ' j Delay: 26.48 t Delay: 9.22 LOS: D = = LOS: A VIC: 0.000 V/C: 0.636 � I Scenario 11:11:2016 PM Peak Total-Option 3 11/18/2015