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SP 121-E La Quinta Resort Traffic Study (2009)La Quinfa TrafTfic ora �OOg APPENDIX A TRAFFIC COUNT WORKSHEETS The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) OURBAW THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis [ a RBAIII City of La Quinta, CA (JN: 06369-11 Report) U CRO5SRi3A[7S TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name : 09104010 Counted by: C. Hust (619) 390-8495 Fax (866) 768-1818 Site Code :00104010 Board No: D1-0240 Start Date : 1/13/2009 Loc: Eisenhower Drive & Ave Fernando Page No : 1 Groups Printed- Group 1 Eisenhower Drive Avenida Fernando Eisenhower Drive Avenida Fernando Southbound Westbound _ Northbound Eastbound App. App. App. App. Exclu. Inclu. Int. Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds _ Total Total _ _ __ _� Total Total Total Total Total 06:30 0 25 12 0 37 0 0 0 0 0 9 87 1 0 97 5 0 1 0 6 0 140 140 _ 06:45 0 28 14 0 42 0 0 0 0 0 9 90 1 0 1001 7 0 2 0 9 0 151 151 Total 0 53 26 0 791 0 0 0 0 0, 18 177 2 0 1971 12 0 3 0 15 0 291 291 07.00 0 26 14 0 40 0 0 0 0 0 8 119 0 0 1271 7 0 2 0 9 0 176 176 07:15 0 27 24 0 51 0 0 3 0 3 13 124 1 0 138 7 0 6 0 13 0 205 205 07:30 0 48 22 0 70 0 0 1 0 1 10 121 0 0 131 7 0 4 0 11 0 213 213 07:45 0 45 24 0 69 0 0 0 0 0 12 92 0 0 1041 8 0 10_ 0 16, 0 189 189 Total 0 146 84 0 230 0 0 4 0 4 43 456 1 0 5001 27 0 22 0 49 0 783 783 08:00 0 36 25 0 61 0 0 1 0 1 20 103 1 0 1248 0 9 0 17 0 203 203 08:15 0 49 17 0 66 0 1 1 0 2 6 81 2 0 89 10 0 6 0 16 0 173 173 Grand Total 0 284 152 0 436 0 1 6 0 7 87 817 6 0 910 57 0 40 0 97 0 1450 1450 Apprch % 0.0 65.1 34.9 0.0 14.3 85.7 9.6 89.8 0.7 58.8 0.0 41.2 D Total % 0.0 19.6 10.5 30.1 0.0 0.1 0.4 0.5 6.0 56.3 0.4 62.8 3.9 0.0 2.8 6.7 0.0 100.0 w Eisenhower Drive- Avenida Fernando Eisenhower Drive Avenida Fernando Southbound Westbound Northbound Eastbound Start Time Left Thru RightApp' Left Thru Right App' Left Thru Right App' Left Thru Right App' Int. Total Total j Total Total G Total Peak Hour From 06:30 to 08:15 - Peak 1 of t Intersection 07:15 Volume 0 156 95 251 0 0 5 5 55 440 2 497 28 0 29 57 810 Percent 0.0 62.2 37.8 0.0 0.0 100.0 11.1 88.5 0.4 49.1 0.0 50.9 07:30 Volume 0 48 22 70 0 0 1 1 10 121 0 131 7 0 4 11 213 Peak Factor 0.951 High Int. 07:30 07:15 07:15 08:00 Volume 0 48 22 70 0 0 3 3 13 124 t 138 8 0 9 17 Peak Factor 0.896 0.417 0.900 0.838 D r Weather: Clear & Dry Counted by: C. Hust Board No: D1-0240 Loc: Eisenhower Drive & Ave Fernando TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No 09104010 00104010 :1/13/2009 :2 senhower Crive Out In Total 473 257F 724 I I 951 156 OI Right Thru Left �~ 1 mo N °x 1 � N ^ c North 3 —m r13121Ao9r.1SMAM �� _ 113/2009 8:00:00 AM � �O� n Gr 1 m �^ d �a �w I Left Th ru Ri M 55 44(1 2 tas a9� s62 Ou[ In Total 09104010 00104010 :1/13/2009 :2 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104020 Counted by: C. Niggel (619) 390-8495 Fax (866) 768-1818 Site Code : 00104020 Board No: Dl -1424 Start Date : 1/13/2009 Loc: Eisenhower Dr & Resort Access Page No : 1 Groups Printed- Grou�1 _ Eisenhower Dr I Eisenhower Dr ResortAccess Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds g PP• Left Thru Right g Peds PP• Left Thru Right g Peds PP• Left Thru Right Peds App. Exclu. Inclu. Int. Total Total Total Total Total Total.- Total ' 06:30 0 50 1 0 _ 51 0 0 0 0 0 9 108 0 0 117 1 0 4 2 5 2 173 175 06:45 0 23 1 0 24 0 0 0 0 0 0 105 0 0 105 1 0 3 1 4_ 1 133 134 Total 0 73 2 0 75 0 0 0 0 0 9 213 0 0 222 2 0 7 3 J 3 306 309 07:00 0 16 1 0 17 0 0 0 0 0 1 2 103 0 0 105 2 0 5 0 71 0 129 129 07:15 0 24 3 0 27 0 0 0 0 0 3 138 0 0 141 0 0 5 1 5 1 173 174 07:30 0 50 3 0 53 0 0 0 0 0 3 128 00 131 2 0 4 0 6 0 190 190 07:45 0 51 1 0 52 0 0 0 0 0 4 106 0 0 110 0 0 1 0 1 0 163 163 Total 0 141 8 0 149 0 0 0 0 01 12 475 0 0 487 4 0 15 1 191 1 655 656 08:00 0 47 2 0 49 0 0 0 0 0 1 123 0 0 124 1 0 3 1 4 1 177 178 08:15 0 52 1 0 53 0 0 0 0 0 2 91 0 0 93 1 0 2 0 3 0 149 149 Grand Total 0 313 13 0 326 0 0 0 0 0 24 902 0 0 926 8 0 27 5 35 5 1287 1292 Apprch % 0.0 96.0 4.0 0.0 0.0 0.0 2.6 97.4 0.0 22.9 0.0 77.1 D Total % 0.0 24.3 1.0 25.3 0.0 0.0 0.0 0.0 1.9 70.1 0.0 72.0 0.6 0.0 2.1 2.7 0.4 99.6 Eisenhower Dr 1 Eisenhower Dr Resort Access Southbound Westbound Northbound Eastbound Start Time Left Thru Right App' Left Thru Right App' Left Thru Right App' Left � Thru Right App' Total 1 Int. To tal Total Total Total _ ; Peak Hour From 06:30 to 08:15 - Peak 1 of 1 Intersection 07:15 Volume 0 172 9 181 0 0 0 0 11 495 0 506 3 0 13 16 703 Percent 0.0 95.0 5.0 0.0 0.0 0.0 2.2 97.8 0.0 18.8 0.0 81.3 07:30 Volume 0 50 3 53 0 0 0 0 3 128 0 131 2 0 4 6 190 Peak Factor 0.925 High Int. 07:30 6:15:00 AM 07:15 07:30 Volume 0 50 3 53 0 0 0 0 3 138 0 141 2 0 4 6 Peak Factor 0.854 0.897 0.667 Weather: Clear & Dry Counted by: C. Niggel Board No: D1-1424 Loc: Eisenhower Dr & Resort Access TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No :09104020 :00104020 :1/13/2009 :2 out In Total 498 1$1 679 it l 91 172 R Right TYlutr Left Il�ff g-3 mm L% ^ �J North ,C -- o — • Q, ---# 1/13/2009 7:15:00 AM - /13/2009 8:00:00 AM +? I� m c m O N s= Group 1 r�,Q� o �m T Lett Thru ` ht 111 4951 0 l 185 691 Out In Total FmPnhowpr Dr :09104020 :00104020 :1/13/2009 :2 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 Counted by: M. Parish (619) 390-8495 Fax (866) 768-1818 Board No: D1-1427 Loc :Eisenhower Dr & Calle MazatlanLoc: Eisenhower Dr Southbound Start Time Left Thru Right Peds Total Left Calle Mazatlan Westbound Thru Right Peds 06:30 9 27 0 0 36 18 6 7 0 06:45 7 33 0 0 40 33 4 7 0 Total 16 60 0 0 761 51 10 14 0 07:00 6 18 3 0 27 14 6 6 0 07:15 4 20 3 0 27 19 2 7 0 07:30 9 40 1 0 50 24 5 6 0 132 44 7 v 39_ -� 5 0 51 12 4 11 0 _07_:45_ Total 26 117 2- 0 155 69 17 30 0 08:00 7 47 4 0 58 25 6 15 0 08:15 4 37 4 1 45 19 3 8 0 08:30 10 41 3 0 54 13 4 11 1 08:45 6 42 6 0 541 12 6 15 0 D Tota 27 167 17 1 211 1 69 19 49 1 v 13 1 215 216 28 7 101 24 2 132 Grand Total 69 344 29 1 4421 189 46 93 1 Apprch % 15.6 77.8 6.6 4 5 57.6 14.0 28.4 186 Total % 3.1 15.5 1.3 6 20.0 8.5 2.1 4.2 8 Group t Eisenhower Dr Calle Mazatlan File Name :09104030 Site Code : 00104030 Start Date : 1/13/2009 Page No : 1 App' Total Left Thru Right Peds App' Total Left Thru Right Peds App. Total Exclu. Inclu. Int. Total Total Total 31 3 72 33 1 108 1 3 1 1 5 2 180 182 44 6 75 24 0 105 4 2 3 1 9 1 198 199 75 9 147 57 1 213 5 5 4 2 141 3 378 381 26 5 127 26 0 158 2 2 2 1 6 1 217 218 28 4 132 44 1 180 4 4 1 1 9 2 244 246 35 4 125 37 0 166 1 1 1 0 3 0 254 254 27 7 105 40 1 152 1_ 4 0 1 5 2 235 237 116 2D 489 147 _ _ 2 656 8 11 4 3 23 5 950 955 46 5 104 31 1 1401 1 6 7 2 14 3 258 261 30 0 91 36 0 127 0 5 8 0 13 1 215 216 28 7 101 24 2 132 5 5 2 3 12 6 226 232 33 4 67 15 3 86 4 4 5 3 13 6 186 192 137 16 363 146 6 485 10 20 22 8 52 16 885 901 3281 45 999 310 9 1354 23 36 30 13 891 24 2213 2237 3.3 73.8 22.9 25.8 40.4 33.7 14.8 2.0 45.1 14.0 61.2 1.0 1.6 1.4 4.01 1.1 98.9 Eisenhower Dr Calle Mazatlan I Eisenhower Dr Calle Mazatlan Southbound_ Westbound I Northbound Eastbound Start Time Left Thru Right App' Left Thru Right JJ App' Left Thru Right App' Left Thru Right App' Int. Total Total 1 Total _ Total Total Peak Hour From 06:30 to W:45-- Peak 1 of 1 Intersection 07:15 Volume 27 146 13 186 80 17 39 136 20 466 152 638 7 15 9 31 991 Percent 14.5 78.5 7.058.8 12.5 28.7 3.1 73.0 23.8 22.6 48.4 29.0 08:00 Volume 7 47 4 58 25 6 15 46 5 104 31 140 1 6 7 14 258 Peak Factor 0.960 High Int. 08:00 08:00 07:15 08:00 Volume 7 47 4 58 25 6 15 46 4 132 44 180 1 6 7 14 Peak Factor 0.802 0.739 0.886 0.554 D w Weather: Clear & Dry Counted by: M. Parish Board No: D1-1427 Loc :Eisenhower Dr & Calle Mazatlan Loc: TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No sero wer f Out In Total siz �Si sss 1313[ ITS1 27 Right Thru Left L+ 0 -s T 9 a1 North $20015;00 AM m 1113 2049 8:00:00 AM m uoi r ^�Cq gym' o— *-, T r Left That Fri M 20' 468 1 235 638 873 out In Total :09104030 :00104030 :1/13/2009 :2 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Calle Tampico Lakeside, CA 92040 Southbound File Name :09104040 Counted by: S. Tillman Start Time Left (619) 390-8495 Fax (866) 768-1818 App. _ Left Thru Right Site Code : 00104040 Board No: Dl -1306 Total Total I Peak Hour From 06:30 to 08:15 - Peak 1 of 1 Start Date : 1/14/2009 Loc: Eisenhower Drive & Calle Tampico Intersection 07:15 Page No : 1 Volume 34 151 0 185 149 Grou s Printed- Group 1 225 0 _ 77 Percent 18.4 81.6 0.0 66.2 0.0 Eisenhower Drive 0.0 Calle Tampico 11.7 08:00 Volume Eisenhower Drive 29 0 43 Calle Tampico 0 34 102 0 165 Southbound Peak Factor Westbound Northbound Eastbound High Int. 07:45 Start Time Left Thru Right Peds _ App' Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds I App. Exclu. Inclu. Int. 26 Peak Factor Total _ 0.856 Total 0.551 ! Total Total Total Total Total 06:30 9 14 0 0 23 3 0 6 1 9 0 87 8 0 95 0 0 0 0 0 1 127 128 06:45 3 15 0 2 18 8 0 18 0 26 0 99 10 0 1091 0 0 0 0 0 2 153 155 Total 12 29 0 2 41 11 0 24 1 35 0 186 18 0 204 0 0 0 0 01 3 280 283 07:00 7 23 0 9 301 19 0 7 0 26 1 153 17 0 171 i 0 0 0 0 0 9 227 236 07:15 7 32 0 5 39 26 0 14 0 40 0 164 26 0 190 0 0 0 0 0 5 269 274 07:30 7 42 0 3 49 26 0 14 0 40 0 123 19 0 142 0 0 0 1 0 4 231 235 07:45 6 48 _ 0_ 7 54 29 0 14 2 43 0 130 15 0 145 0 0_ 0 0 0 9 242 251 Total 27 145 0 24 172 100 0 49 2 149 1 570 77 0 6481 0 _ 0 _ __ 0 1 0 27 969 996 08:00 14 29 0 40 43 68 0 34 1 102 0 165 17 0 182 0 0 0 0 0 41 327 368 08:15 8 30 0 4 38 75 1 24 1 100 0 109 14 0 123 0 0 0 0 0 5 261 266 Grand Total 61 233 0 70 2941 254 1 131 5 386 1 1030 126 0 1157 0 0 0 1 0 76 1837 1913 Apprch % 20.7 79.3 0.0 65.8 0.3 33.9 0.1 89.0 10.9 0.0 0.0 0.0 D Total % 3.3 12.7 0.0 16.0 13.8 0.1 7.1 21.0 0.1 56.1 6.9 63.0 0.0 0.0 0.0 0.01 4.0 96.0 c� Eisenhower Drive Calle Tampico Eisenhower Drive Southbound Westbound Northbound Start Time Left Thru Right I App. _ Left Thru Right Left Thru Right Total Total I Peak Hour From 06:30 to 08:15 - Peak 1 of 1 Intersection 07:15 Volume 34 151 0 185 149 0 76 225 0 582 77 Percent 18.4 81.6 0.0 66.2 0.0 33.8 0.0 88.3 11.7 08:00 Volume 14 29 0 43 68 0 34 102 0 165 17 Peak Factor High Int. 07:45 08:00 07:15 Volume 6 48 0 54 68 0 34 102 0 164 26 Peak Factor 0.856 0.551 Left 659 0 0.0 182 0 6:15:00 AM 190 0.867 Calle Tampico Eastbound Thru Right Total Int. Total 0 0 0 1069 0.0 0.0 0 0 0 327 0.817 D 0 Weather: Clear & Dry Counted by: S. Tillman Board No: D1-1306 Loc: Eisenhower Drive & Calle Tampico TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name : 09104040 (619)390-8495 Fax(866)768-1818 Site Code :00104040 Start Date :1/14/2009 Page No :2 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104050 Counted by: C Parish (619) 390-8495 Fax (866) 768-1818 Site Code : 00104050 Board No: D1-1306 Start Date : 1/14/2009 Loc: Eisenhower Drive & Calle Sinoloa Page No : 1 _ Gro u s Printed- Group 1 Eisenhower Drive Calle Sinoloa Eisenhower Drive Calle Sinoloa Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds _ _. App' Left Thru Right Peds App' Left Thru Right Peds A App' Left Thru Right Peds App. Exclu. Inclu. Int. Total Total Total Total Total Total Total 06;30 3 8 1 0 12 7 3 4 2 14 1 46 22 0 69 11 32 1 0 44 2 139 141 06:45 1 9 01 10. 13 8 6 0 27 1_ 61 25 0 87 11 33 0 1 44 2 168 170 Total 4 17 1 1 22 20 11 10 2 41 1 2 107 47 0 1561 22 65 1 1 88 4 307 311 07:00 12 24 4 0 40 15 7 8 0 301 87 38 0 126 16 48 1 0 65 0 261 261 07:15 5 37 6 0 48 24 11 14 1 49 0 103 30 0 133 12 32 0 0 44 1 274 275 07:30 8 33 4 0 45 30 9 5 0 44 0 85 22 0 107 13 31 2 1 46 1 242 243 07:45 8 34 9 0 51 24 6 5 0 35. 0 69 23 0 92 16 34 0 0 50 0 228 228 Total 33 128 23 0 184 93 33 32 1 158 1 344 113 0 458 57 145 3 1 205 2 1005 1007 08:00 11 41 11 0 63 13 6 2 0 21 0 114 14 0 128 24 25 0 0 49 0 261 261 08:15 5 58 7 0 70 28 11 6 1 45 1 67 14 0 82 12 24 1 1 37 2 234 236 Grand Total 53 244 42 1 339 154 61 50 4 265 4 632 188 0 824 115 259 5 3 379 8 1807 1815 D Apprch % 15.6 72.0 12.4 58.1 23.0 18.9 0.5 76.7 22.8 30.3 68.3 1.3 Total % 2.9 13.5 2.3 18.8 8.5 3.4 2.8 14.7 0.2 35.0 10.4 45.6 6.4 14.3 0.3 21.0 0.4 99.6 Eisenhower Drive Eisenhower Drive Calle Sinoloa Calle Sinoloa Southbound Westbound Northbound Northbound Eastbound Start Start Time Left Thru Right App Left Thru Right � App Left Thru Right Appl Left Thru Right App - Int. Total Totall Total Total Tota _ l Peak, Hour From 06:30 to 08:15 - Peak 1 of 1 Intersection 07:00 Volume 33 128 23 184 93 33 32 158 1 344 113 458 57 145 3 205 1005 Percent 17.9 69.6 12.5 58.9 20.9 20.3 0.2 75.1 24.7 27.8 70.7 1.5 07:15 Volume 5 37 6 48 24 11 14 491 0 103 30 133 12 32 0 44 274 Peak Factor 0.917 High Int. 07:45 07:15 07:15 07:00 Volume 8 34 9 51 24 11 14 49 0 103 30 133 16 48 165 Peak Factor 0.902 0.806 0.861 0.788 D N Weather: Clear & Dry Counted by: C Parish Board No: D1-1306 Loc: Eisenhower Drive & Calle Sinoloa TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No ----- isenhower rive Out In Total 433433 =184i 1 617 k31 ! 128j 33- N 6 N T North w N - O1 ~ M 111412009 745:00 A o� Gra 1 a. - O ¢ A N (O - �Left I RE M 1' ..344 113 224 6E Out In Total ry ' :09104050 :00104050 :1/14/2009 2 Jul 21 08 06:40p gary cron L� 7602494366 p.4 INTERSECTION TURN COUNT PEAK HOUR NORTH -SOUTH STREET: WASHINGTON EAST -WEST STREET: SR 111 JURISDICTION: LA QUXNTA PEAK HOUR: 07:15AN )NORTH LEG , TOTAL: 707 K-7 w7 11 11 88 46 4 114 34 18 131 61 24 119 57 Total. lot 2nd 3rd 4th 4-3 7 11 7 18 127 65 99 77 84 Cp 14-7 35 28 50 34 Rt Thru Lt Lt Thru Rt Rt Thru Lt Total. lot 2nd 3rd 4th DATE: 07-16-08 EAST LEG TOTAL: 766 37 57 36 40 ]. 127 160 140 118 64-& 11 16 12 12 .5 a lot 2nd 3rd 4th Total WEST LEG TO'N'AL: 515 PEAK HOUR FACTORS NORTH LEG = 0.84 Lt Thru Rt SOUTH LEG = 0.85 EAST LEG = 0.82 1st 137 189 14 WEST LEG = 0.93 2nd 139 182 18 ALL LEGS = 0.90 3rd 170 222 9 4th 105 167 11 Total. 5-Z 7.0 _57 TOTAL: 1,363 SQUTH LEG HOUR TOTALS 3,351 Prepared by NEWPORT TRAFFIC STUDIES A-13 Jul 21 08 06;40p gary cron 7602494366 p.6 INTERSECTION TURN COUNT PEAK HOUR NORTH -SOUTH STREET: WASHINGTON EAST -WEST STREET: AVE 48 JURISDICTION: LA QUINTA PEAK HOUR: 07:15ADE NORTH Q k TOTAL: 554 Rt Thru Lt Rt Thru Total 1st 2nd 3rd 4th Lt Lt Thru Rt WEST LEG TOTAL: 0 1st 2nd 3 rd 4th Total HOUR TOTAL: 2,528 Total 1st 2nd 3 rd 4th DATE: 07-17-08 EAST LEG TOTAL: 538 49 83.1 95 100 10 2-9-2 114 6 SOUTHH! ,n 150 18 47 144 12 Rt Thru Lt Rt Thru Total 1st 2nd 3rd 4th Lt Lt Thru Rt WEST LEG TOTAL: 0 1st 2nd 3 rd 4th Total HOUR TOTAL: 2,528 Total 1st 2nd 3 rd 4th DATE: 07-17-08 EAST LEG TOTAL: 538 49 83.1 95 67 2-9-2 89 SOUTHH! ,n 274 47 54 93 53 46 1" 1st 2nd 3rd 4th Total Lt Thru Rt PEAK HOUR FACTORS NORTH LEG m 0.82 SOUTH LEG a 0.91 EAST LEG = 0.77 WEST LEG a ALL LEGS = 0.94 )L114 283 110 .3,01: 289 89 SOUTHH! ,n 274 47 289 55 PEAK HOUR FACTORS NORTH LEG m 0.82 SOUTH LEG a 0.91 EAST LEG = 0.77 WEST LEG a ALL LEGS = 0.94 )L114 A-14 .3,01: TOTAL: 1,436 SOUTHH! ,n Prepared by NEWPORT TRAFFIC STUDIES li A-14 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104060 Counted by: S. Tillman (619) 390-8495 Fax (866) 768-1818 Site Code : 00104060 Board No: D1-1306 Start Date : 1/13/2009 Loc: Washington Street & Eisenhower Driv Page No : 1 Groups Printed- Group 1 Washington Street Rancho La Quinta Dr Washington Street - - - Eisenhower Drive Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds App' Total Left T Thru Right Peds T App' Right _ Left Thru Right Peds App' Total Left Thru Right Peds App. Total Exclu. Total . Inclu. Total Int. Total 06:30 5 157 82 3 244 0 0 8 0 8 2 326 5 0 333 126 1 1 0 128 3 T13-716 06:45 7 196 77 1 280 4 1 10 1 15 3 235 3 0 241 112 1 7_ 0 120 2 656 658 Total 12 353 _ 159 4 524 4 1 18 1 23 5 561 8 0 5741 238 2 8 0 248 5 1369 1374 07:00 2 120 42 0 164 0 0 3 0 3 1 273 2 0 276' 133 1 5 0 139 0 582 582 07:15 1 192 51 0 244 0 0 3 0 3 0 363 0 0 363 170 0 3 0 173 0 783 783 07:30 4 200 68 0 272 1 0 8 0 9 1 482 0 0 483 147 1 3 0 151 0 915 915 07.45 4 254 71 1 329. 0 0 11 0 11 1 404 3 0 408_1._ 141 2 2 0 145 1 893 894 Total 11 766 232 1 1009) 1 0 25 0 26 3 1522 5 0 15301 591 4 13 0 608 1 3173 3174 08:00 4 230 82 1 316 1 0 2 0 31 349 2 0 352 132 0 2 0 134 1 805 806 08:15 5 212 76 0 293 1 0 5 0 6 4 307 1 0 312 125 2 4 0 131 0 742 742 Grand Total 32 1561 549 6 2142 7 1 50 1 58 13 2739 16 0 2768 1086 8 27 0 1121 7 6089 6096 D Apprch % 1.5 72.9 25.6 12.1 1.7 86.2 0.5 99.0 0.6 96.9 0.7 2.4 Total % 0.5 25.6 9.0 35.2 0.1 0.0 0.8 1.0 0.2 45.0 0.3 45.5 17.8 0.1 0.4 18.4 0.1 99.9 CA T App' Rancho La Quinta Dr Westbound Washington Street i Northbound App' App' Eisenhower Drive Eastbound App' Washington Street Southbound I Start Time Left Thru I Right Total Left Thru Right Left Total 1 Thru Right Total Left Thru Right Total Int. Total _ Peak Hour From 06:30 to 08:15 - Peak 1 of 1 Intersection 07:15 Volume 13 876 272 1161 2 0 24 26 3 1598 5 1606 590 3 10 603 3396 Percent 1.1 75.5 23.4 7.7 0.0 92.3 0.2 99.5 0.3 97.8 0.5 1.7 07:30 Volume 4 200 68 272 1 0 8 9 1 482 0 483 147 1 3 151 915 Peak Factor 0.928 High Int. 07:45 07:45 07:30 07:15 Volume 4 254 71 329 0 0 11 11 1 482 0 483 170 0 3 173 Peak Factor 0.882 0.591 0.831 0.871 D rn Weather: Clear & Dry Counted by: S. Tillman Board No: D1-1306 Loc: Washington Street & Eisenhower Driv TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No wash r�ton Street our in Total 2218l Lji81 F 3373 27218761 1371 Pi it Jru Left L4 North iA ra �. t — 0 11131M 7151,00 AM 1/13/2009 8:00:00 AM 2C> L 3 � N Group 1LJ A d V � T i-► Left Thru Ri 3 1s9a 5 �� rias. 2a9a Out In Total :09104060 :00104060 :1/13/2009 :2 Weather: Clear & Dry Counted by: C Parish Board No: D1-1307 Loc: Washington St. & Ave 50 TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 (619) 390-8495 Fax (866) 768-1818 Printed- Group 1 File Name :09104070 Site Code :00104070 Start Date : 1/13/2009 Page No : 1 Washington St Ave 50 Washington St Ave 50 Southbound Westbound Northbound Eastbound ! Start Time Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App. I Inclu. Int. II Total Total _ Total Total Total Total Total Total Y 06.30 233 103 13 0 139 29 22 44 0 95 9 203 21 1 233 7 15 5 0 27 1 494 495 06:45 25 101 11 0 137 32 28 37 0 97 5 199 20 0 224 9 33 4 0 46 0 504 504 Total 48 204 24 0 276 61 50 81 0 192 14 402 41 1 457,, 16 48 9 0 731 1 998 999 07:00 28 98 10 0 136 27 29 42 0 98 4 196 18 0 218 9 36 7 0 52 0 504 504 07:15 38 135 10 0 183 35 19 80 0 134 5 263 25 0 293 18 36 9 0 63 0 673 673 07:30 36 135 7 0 178 36 20 106 0 162 4 245 18 0 267 22 29 2 0 53 0 660 660 07.4_5_ 37192 14 0 243 38 12 83 1 133 2 263 12 1 277 33 26 8 1 6)'_ 3 720 723 Total 139 560 41 0 740 136 80 311 1 527 15 967 73 1 1055 82 127 26 1 235;, 3 2557 2560 08:00 40 174 14 0 228 31 32 71 0 134 4 241 13 0 258 19 30 4 0 53 0 673 673 08:15 32 154 15 0 201 27 10 81 0 118 1 191 23 0 215 17 25 8 0 50 0 584 584 08:30 23 129 13 0 165 32 22 74 0 128 3 177 13 0 193 13 32 4 0 49 0 535 535 08.45 33 157 16 0 206 19 11 45 0 75 7 179 19 0 205 8 14 9 0 31 0 517 517 D 11 Total 1223 01 58 0 800 109 75 271 0 455 15 788 68 0 871! 57 101 25 0 183 0 2309 2309 v Grand Total 315 1378 123 0 1816 306 205 663 1 1174 44 2157 182 2 2383 155 276 60 1 491 4 5864 5868 Apprch % 17.3 75.9 6.8 26.1 17.5 56.5 1.8 90.5 7.6 31.6 56.2 12.2 Total % 5.4 23.5 2.1 31.0 5.2 3.5 11.3 20.0 0.8 36.8 3.1 40.6 , 2.6 4.7 1.0 8.41 0.1 99.9 Washington St Ave 50 Washington St Ave 50 Southbound Westbound_ Northbound _ Eastbound Start Time Left Thru Right Total Left Thru Right To al Left Thru Right - App. To al _ Left Thru I Right To al Int. Total Peak Hour From 06:30 to 08:45 - Peak 1 of 1 Intersection 07:15 I Volume 151 636 45 832 140 83 340 563 15 1012 68 1095 92 121 23 236 2726 Percent 18.1 76.4 5.4 24.9 14.7 60.4 1.4 92.4 6.2 39.0 51.3 9.7 07:45 Volume 37 192 14 243 38 12 83 133 2 263 12 277 33 26 8 67 720 Peak Factor 1 0.947 High Int. 07:45 07:30 07:15 07:45 Volume 37 192 14 243 36 20 106 162 5 263 25 293 33 26 8 67 Peak Factor 0.856 0.869 0.934 0.881 Weather: Clear & Dry Counted by: C Parish Board No: D1-1307 Loc: Washington St. & Ave 50 TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No ashirngton St Out In Total 1444 S 2276 RighE 7�u Leh N � � r rn A � North b r.—i} rte f33*c0097:15:00AM �2'�� - ~ (13/2009 8:00:00 AM 2 i RE d T r Left Thru Ai9Yt� 15 10321 OB[ 799 I 1 Ci951 1894 Out In Total :09104070 :00104070 :1/13/2009 :2 Weather: Clear & Dry Site Code Counted by: C. Niggel App' Board No: D1-1427 Left Thru Loc: Washington St & Ave 52 Total Total 64' 5 Washington St 48 0 I_ 7 Southbound 41 0 127 i Start Time Left Thru I Right Peds 06:30 49 1 14 0 06:45 43 0 20 0 Total 92 1 34 0 07:00 51 4 35 0 07:15 68 4 50 0 07:30 58 4 76 0 07>45 54 9 54 0 -otal 231 21 215 0 08:00 75 5 39 0 08:15 56 3 35 0 Grand Total 454 30 323 0 D Apprch % 56.3 3.7 40.0 2 Total % 13.1 0.9 9.3 0.3 _ 472 241 697 396 TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 (619) 390-8495 Fax (866) 768-1818 File Name Washington St Site Code Ave 52 Northbound App' Westbound Thru Left Thru Right Peds Total Total Total 64' 5 15 48 0 63 7 30 41 0 127 i 12 45 89 0 90 8 35 50 0 122 5 42 36, 0 138 10 35 57 0 117 _ 7 53 47 0 467 30 165 190 0 119 5 38 58 0 94 7 49 73 0 807 54 297 410 0 0 7.1 39.0 53.9 23.3 1.6 8.6 11.8 File Name Washington St Site Code : 00104080 Northbound App' Left Thru Right Peds Total Total Total 6$ 2 1 0 0 78 0 3 0 0 146 2 4 0 0 93 1 1 2 0 83 0 5 2 0 102 0 4 1 0 107 5_ 0 3 0 385 6 10 8 0 101 0 4 4 0 129 0 5 0 0 761 8 23 12 0 473 18.6 53.5 27.9 2 21.9 0.2 0.7 0.3 _ 472 File Name :09104080 Site Code : 00104080 Start Date : 1/14/2009 Page No : 1 Eastbound Exclu. Inclu. Int. App' Left Thru Right Peds App. Total Total Total Total _ Total 3 109 68 1 0 178 0 313 313 3._ 132 94 1 0 227 0 371 371 6 241 162 2 0 4051 0 684 684 4 174 102 1 0 2771 0 464 464 7 250 101 0 0 3511 0 563 563 5 138 90 0 0 228 0 473 473 8 1 135 103 2 0 240 0 472 _ 472 241 697 396 3 0 1096 0 1972 1972 8 100 57 1 0 158 0 386 386 5 134 61 4 0 199 0 427 427 43 1172 676 10 0 1858 0 3469 3469 63.1 36.4 0.5 138 7 53 47 107 5 0 3 8 1.2 33.8 19.5 0.3 Peak Factor 53.6 0.0 100.0 Washington St Ave 52 _ Washington St Ave 52 Southbound Westbound Northbound Eastbound Start Time LeftI Thru i Right 1- Total Left Thru Right, Total Left Thru Right Total Left Thru Right Total Int. Total Peak Hour From 06:30 to 08:15 - Peak 1 of 1 Intersection 07:00 Volume 231 21 215 467 30 165 190 385 6 10 8 24 697 396 3 1096 1972 Percent 49.5 4.5 46.0 7.8 42.9 49.4 25.0 41.7 33.3 63.6 36.1 0.3 07:15 Volume 68 4 50 122 5 42 36 83 0 5 2 7 250 101 0 351 563 Peak Factor 0.876 High Int. 07:3007:45 07:45 07:15 Volume 58 4 76 138 7 53 47 107 5 0 3 8 250 101 0 351 Peak Factor 0.846 0.900 0.750 0.781 Weather: Clear & Dry Counted by: C. Niggel Board No: D1-1427 Loc: Washington St & Ave 52 D N O TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No aOington ST Out In Total 897 487_ 1384 I l 215_ 211 231 Right Thru Left 4-1 1 �► N N aD 1 ♦- O d North w o� m Ic1141M 7:00M AM 4 -• � j3 14/2009 7:45:00 AM 5 Gra 1 row o- L T Rr 1l) 8 I 54 I 24 Out In Total zt2%KnptGr1 S1 :09104080 :00104080 :1/14/2009 :2 Jul 21 08 06:42p gary crop y ull 111 WEST LEO TOTAL': 535 7602494366 p.18 INTERSECTION TURN COUNT PEAK HOUR WORTH -BOUTS STREET: JEFFERSON EAST -WEST STREET: SR 111 DATE: 07-16-08 JURISDICTION: LA QUINTA PRAX HOUR: 07t15AX *NORTH L] TOTAL: 549 5a 39$ 4� Total 14 78 31 lot 13 102 55 2md 14 81 42 3rd 12 74 33 4th Rt Thru Lt EAST LECs TOTAL2 688 Rt Three Total lot 2nd 3rd 9th Lt HOUR TOTAL: 2,464 Lt Thru Rt 47 34 1619 22 1A& i9 a1 3 129 84 72 10 2' 38 20 23. HOUR TOTAL: 2,464 Lt Thru Rt 47 34 38 22 1A& 131 151 11.6 104 11 11 18 10 16 56P lot 2nd 3rd 4th Total. Lt Thru Rt PEAK HOUR FACTORS NORTH LEG = 0.81 SOUTH LEO = 0.89 Cq.} A-21 BAST LEGE 0.89 let 55 128 12 NEST LEG = 0.73 2nd 54 120 7 ALL LEGS a 0.85 3rd 39 120 10 4th 46 83 18 Total t" .41-4.1 47 TOTAL: 692 pomtgf(3 6(v F Prepared by NEWPORT TRAWFIC STUDIES A-21 Jul 21 08 06:43p gary cron 7602494366 p.20 INTERSECTION TURN COUNT PEAK HOUR NORTH -SOUTH STREET: JEFFERSON EAST -WEST STREET: AVE 48 JURISDICTION: LA QUINTA PEAK HOUR: 07:15AM NORTH LEGE TOTAL: 5a9MR Total lot 2nd 3rd4th Rt Thru Lt HOUR TOTAL: 2,558 Lt Thru lot011,9kl354 32 2 Rt 122 58 3rd4thTotal Thru Total lot 2nd 3rd 4th Lt - 8 4 6 7 Lt 54 55 48 53 Thru 30 54 29 27 Rt WEST LEG TOTAL: 375 HOUR TOTAL: 2,558 Lt Thru lot011,9kl354 32 2 and 122 58 3rd4thTotal 14, 0.83 WEST LEG = 0.83 ]]2l ALL LEGS = 0.89 DATE: 07-16-08 EAST LEG TOTAL: 845 59 70 42 32 2 137 173 153 122 58 17 12 14 14, 0.83 tat 2nd 3rd 4th Total PEAK HOUR FACTORS Prepared by NEWPORT TRAFFIC STUDIES 11 A-22 NORTH LEG = 0.82 Rt SOUTH LEG = 0.94 EAST LEG = 0.83 WEST LEG = 0.83 ]]2l ALL LEGS = 0.89 5A TOTAL: 809 Prepared by NEWPORT TRAFFIC STUDIES 11 A-22 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104011 Counted by: C. Hust (619) 390-8495 Fax (866) 768-1818 Site Code :00104011 Board No: D 1-0240 Start Date : 1/13/2009 Loc: Eisenhower Drive & Ave Fernando Page No ; 1 Groups Printed -Group 1 Eisenhower Drive Avenida Fernando Eisenhower Drive Avenida Fernando Westbound Northbound Eastbound _Southbound Start Time Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App. Exclu. Inclu. Int. Total Total Total Total Total Total _ Total 14:30 1 89 9 0 _ 99 0 0 1 0 1 8" 71 �1 0 80 12 0 13 1 25 1 205 206 14:45 1 98 8 0 107 1 0 0 0 1 12 109 0 0 121 16 0 17 0 33 0 262 262 Total 2 187 17 0 206 1 0 1 0 2 20 180 1 0 201 28 0 30 1 58 1 467 468 15:00 2 103 10 0 115 0 0 3 0 3 6 80 1 0 87 17 0 11 2 28 2 233 235 15:15 0 97 9 0 106 0 0 0 0 0 7 73 0 0 80 18 0 13 0 31 0 217 217 15:30 1 99 10 0 110 1 0 2 0 3 6 69 0 0 75 23 0 19 1 42 1 230 231 15:45 2 93 9 0 104 0 0 1 0 1 5 71 1 0 77 15 0 13 0_ 28 0 210 210 Total 5 392 38 0 J 435 1 0 6 0 71 24 293 2 0 319 73 0 56 3 129 3 890 893 16:00 1 88 4 0 93 0 0 0 0 0 7 64 0 0 71 15 0 9 1 24 1 188 189 16:15 0 75 8 0 83 0 0 1 0 1 6 69 1 0 76 13 0 11 0 24 0 184 184 16:30 2 83 4 0 89 1 0 1 0 2 11 73 0 0 84 17 0 11 4 28 4 203 207 16:45 1 79 18 0 98 0 0 0 0 0_ 7 72 1 0 80 21 0 7 0 28 206 206 D Total 4 325 34 0 363 1 D 2 0 3 31 278 2 0 3111 66 0 38 5 _ _0_ 104 5 781 766 N w 17:00 2 93 8 0 103 0 0 0 0 0 15 70 0 0 8524 0 10 0 34 0 222 222 17:15 0 109 8 0 117 0 0 2 0 2 3 60 0 0 63 14 0 9 0 23 0 205 205 Grand Total 13 1106 105 0 1224 3 0 11 0 14 93 881 5 0 979 205 0 143 9 348 9 2565 2574 Apprch % 1.1 90.4 8.6 21.4 0.0 78.6 9.5 90.0 0.5 58.9 0.0 41.1 Total % 0.5 43.1 4.1 47.7 0.1 0.0 0.4 0.5 3.6 34.3 0.2 38.2 8.0 0.0 5.6 13.61 0.3 99.7 Eisenhower Drive Avenida Fernando Eisenhower Drive Avenida Fernando Westbound I Northbound ._ Eastbound Start Time Left _Southbound Thru Right Total Left Thru _ Right Total Left Thru Right Total Left Thru Right Totp� Int. Total Peak Hour From 14:30 to 17:15 - Peak 1 of 1 Intersection 14:45 Volume 4 397 37 438 2 0 5 7 31 331 1 363 74 0 60 134 942 Percent 0.9 90.6 8.4 28.6 0.0 71.4 8.5 91.2 0.3 55.2 0.0 44.8 14:45 Volume 1 98 8 107 t 0 0 1 12 109 0 121 16 0 17 33 262 Peak Factor 0.899 High Int. 15:00 15:00 14:45 15:30 Volume 2 103 10 115 0 0 3 3 12 109 0 121 23 0 19 42 Peak Factor 0.952 0.583 0.750 0.798 D N Weather: Clear & Dry Counted by: C. Hust Board No: D1-0240 Loc: Eisenhower Drive & Ave Fernando TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No Isen ower r've Out I., Total 410 A3Sjl 1 848 .371�39i 4 Right Thru Left mo 1 v �O a c~ North �c7 cs m t ► lit3l2J092-45'0 PM w F-1/13/2009 3:30:00 PM e a _ c� m' "L G a r O row LO Thea Risahl 31 331; 1' 459 3630 822 Out In Total :09104011 :00104011 :1/13/2009 :2 Groups Printed -Group 1 Eisenhower Dr Eisenhower Dr Resort Access Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Rig ht Peds App' Left Thru Rig ht Peds App. Exclu. Inclu. Int. Total Total Total Total Total Total Total 14:30 0 103 2 0 105 0 0 0 0 0 6 77 0 0 83 0 0 2 1 2 1 190 191 14:45 0 123 4 0 127 0 0 0 0 0 2 61 0 0 63 3 0 3 0 6 0 196 136 Total 0 226 6 0 2321 0 0 0 F-0 8 138 0 0 146 u 3 0 5 1 81 1 386 387 15:00 0 105 3 0 108 0 0 0 0 0 2 79 0 0 81° 0 0 0 1 0 1 189 190 15:15 0 107 5 0 112 0 0 0 0 0 1 121 0 0 122 0 0 0 1 0 1 234 235 15:30 0 102 2 0 104 0 0 0 0 0 1 86 0 0 87, 0 0 0 1 0 1 191 192 15:45 0 86 5 0 91 0 0 0 0 0 2 80 0 _0 82_11 0 0 0 2 0 2 173 175 Total 0 400 15 0 415 J 0. 0 0 0 0 6 366 0 0 372 �- 0 0 0 5 0 5 787 792 16:00 0 96 6 0 102 0 0 0 0 0 10 69 0 0 79 2 0 3 1 5 1 186 187 16:15 0 79 5 0 84 0 0 0 0 0 5 71 0 0 76 4 0 2 1 6 1 166 167 16:30 0 94 2 0 96 0 0 0 0 0 7 85 0 0 92 0 0 2 1 2 1 190 191 D 16:45 0 82 3 0 85 0 0 0 0 0 8 73 0 0 81 7 0 3 1 10 1 176 177 N Total 0 351 i6 -b 367 0 0 0 0 0 30 298 0 0 328 13 0 10 4 23 4 718 722 cn 17:00 0 99 3 0 102 0 0 0 0 0 5 76 0 0 81 7 0 1 0 8 0 191 191 17:15 0 112 1 0 113 0 0 0 0 0 2 63 0 0 65 2 0 2 0 4 0 182 182 Grand Total 0 1188 41 0 1229 0 0 0 0 0 51 941 0 0 992 25 0 18 10 43 10 2264 2274 Apprch % 0.0 96.7 3.3 0.0 0.0 0.0 5.1 94.9 0.0 58.1 0.0 41.9 Total % 0.0 52.5 1.8 54.3 0.0 0.0 0.0 0.0 2.3 41.6 0.0 43.8 1.1 0.0 0.8 1.91 0.4 99.6 Eisenhower Dr Eisenhower Dr ResortAccess Southbound _ _ Westbound Northbound Eastbound Start Time Left Thru Right Total Left Thru Right Total Left Thru I Right App' Left I Thru Right App' Int. Total I Total Total Peak Hour From; 14:30 to 17:15 - PeaK 1 of 1 Intersection 14:45 Volume 0 437 14 451 0 0 0 0 6 347 0 353 3 0 3 6 810 Percent 0.0 96.9 3.1 0.0 0.0 0.0 1.7 98.3 0.0 50.0 0.0 50.0 15:15 Volume 0 107 5 112 0 0 0 0 1 121 0 122 0 0 0 0 234 Peak Factor 0.865 High Int. 14:45 2:15:00 PM 15:15 14:45 Volume 0 123 4 127 0 0 0 0 1 121 0 122 3 0 3 6 Peak Factor 0.888 0.723 0.250 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104021 Counted by: C. Niggel (619) 390-8495 Fax (866) 768-1818 Site Code : 00104021 Board No: D1-1424 Start Date : 1/13/2009 Loc: Eisenhower Dr & Resort Access Page No : 1 Groups Printed -Group 1 Eisenhower Dr Eisenhower Dr Resort Access Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Rig ht Peds App' Left Thru Rig ht Peds App. Exclu. Inclu. Int. Total Total Total Total Total Total Total 14:30 0 103 2 0 105 0 0 0 0 0 6 77 0 0 83 0 0 2 1 2 1 190 191 14:45 0 123 4 0 127 0 0 0 0 0 2 61 0 0 63 3 0 3 0 6 0 196 136 Total 0 226 6 0 2321 0 0 0 F-0 8 138 0 0 146 u 3 0 5 1 81 1 386 387 15:00 0 105 3 0 108 0 0 0 0 0 2 79 0 0 81° 0 0 0 1 0 1 189 190 15:15 0 107 5 0 112 0 0 0 0 0 1 121 0 0 122 0 0 0 1 0 1 234 235 15:30 0 102 2 0 104 0 0 0 0 0 1 86 0 0 87, 0 0 0 1 0 1 191 192 15:45 0 86 5 0 91 0 0 0 0 0 2 80 0 _0 82_11 0 0 0 2 0 2 173 175 Total 0 400 15 0 415 J 0. 0 0 0 0 6 366 0 0 372 �- 0 0 0 5 0 5 787 792 16:00 0 96 6 0 102 0 0 0 0 0 10 69 0 0 79 2 0 3 1 5 1 186 187 16:15 0 79 5 0 84 0 0 0 0 0 5 71 0 0 76 4 0 2 1 6 1 166 167 16:30 0 94 2 0 96 0 0 0 0 0 7 85 0 0 92 0 0 2 1 2 1 190 191 D 16:45 0 82 3 0 85 0 0 0 0 0 8 73 0 0 81 7 0 3 1 10 1 176 177 N Total 0 351 i6 -b 367 0 0 0 0 0 30 298 0 0 328 13 0 10 4 23 4 718 722 cn 17:00 0 99 3 0 102 0 0 0 0 0 5 76 0 0 81 7 0 1 0 8 0 191 191 17:15 0 112 1 0 113 0 0 0 0 0 2 63 0 0 65 2 0 2 0 4 0 182 182 Grand Total 0 1188 41 0 1229 0 0 0 0 0 51 941 0 0 992 25 0 18 10 43 10 2264 2274 Apprch % 0.0 96.7 3.3 0.0 0.0 0.0 5.1 94.9 0.0 58.1 0.0 41.9 Total % 0.0 52.5 1.8 54.3 0.0 0.0 0.0 0.0 2.3 41.6 0.0 43.8 1.1 0.0 0.8 1.91 0.4 99.6 Eisenhower Dr Eisenhower Dr ResortAccess Southbound _ _ Westbound Northbound Eastbound Start Time Left Thru Right Total Left Thru Right Total Left Thru I Right App' Left I Thru Right App' Int. Total I Total Total Peak Hour From; 14:30 to 17:15 - PeaK 1 of 1 Intersection 14:45 Volume 0 437 14 451 0 0 0 0 6 347 0 353 3 0 3 6 810 Percent 0.0 96.9 3.1 0.0 0.0 0.0 1.7 98.3 0.0 50.0 0.0 50.0 15:15 Volume 0 107 5 112 0 0 0 0 1 121 0 122 0 0 0 0 234 Peak Factor 0.865 High Int. 14:45 2:15:00 PM 15:15 14:45 Volume 0 123 4 127 0 0 0 0 1 121 0 122 3 0 3 6 Peak Factor 0.888 0.723 0.250 N 0) Weather: Clear & Dry Counted by: C. Niggel Board No: D1-1424 Loc: Eisenhower Dr & Resort Access TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No 09104021 00104021 :1/13/2009 :2 seatlla"r r Out In Total L 3=50 451 1 801 I 14 437 0 s N N North 00 } � c m —!111312009 2:45:00 PM �I/IW 0093:30:00 PM 4--MTm c v o 3 O r L9PC lilru 6 34T 0 440 353 793 Out In Total Em—mhower Dr 09104021 00104021 :1/13/2009 :2 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104031 Counted by: M. Parish (619) 390-8495 Fax (866) 768-1818 Site Code : 00104031 Board No: D1-1427 Start Date : 1/13/2009 Loc: Eisenhower Dr & Calle Mazatlan Page No : 1 Groups Printed- Group 1 _ Eisenhower Dr Calle Mazatlan Eisenhower Dr Calle Mazatlan Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App. Exclu. Inclu. Int. Total Total Total i j . _ Total Total Total Total 14:30 6 81 2 0 89 33 1 5 0 39 0 57 17 0 74 7 6 1 0 14 0 216 216 14:45 6 94 3 0 103 38 2 4 2 44 3 59 13 2 75 8 __7 1 0 16 _., 4238 238 242 _ Total 12 175 5 0 192 71 3 9 2 831 3 116 30 2 149 15 13 2 0 30 4 454 458 15:00 0 105 7 0 112 43 1 9 0 531 5 120 11 0 136 6 7 3 0 16 0 317 317 15:15 0 95 6 0 101 44 3 7 0 54 7 76 14 0 97 18 9 6 0 33 0 285 285 15:30 0 102 5 0 107 33 4 4 0 41 9 67 17 0 93 8 5 4 0 17 0 258 258 15;45 0 86 6 0 92 43 6 4 _ 0 _ 53_ 6 74 19 0 99 5 8 7 0 20 0 264 264 Total 0 388 24 0 412 163 _ 14 24 0 201 _ 27 337 61 0 425, 37 29 20 0 86 0 1124 1124 16:00 11 87 6 0 104 17 6 12 0 35 7 58 16 0 81 8 6 9 2 23 2 243 245 16:15 9 63 6 0 78 27 2 8 0 37 5 50 11 0 66 11 9 5 0 25 0 206 206 16:30 5 86 7 0 98 19 5 12 0 36 3 60 16 1 79 16 9 5 3 30 4 243 247 16:45 9 73 2 0 841 23 5 13 0 41 4 64 10 2 78 12 8 24 3- 227 _ _230 > Total 34 309 21 0 364; 86 18 45 0 149 19 232 53 3 304, 47 32 -41- 23 6 102 9 _ 919 928 v 17:00 2 97 6 0 1051 23 5 7 0 35 6 77 12 0 951 4 3 6 5 13 5 248 253 17:15 12 105 8 0 125 52 2 5 0 59 2 53 10 0 65 12 12 2 0 26 0 275 275 Grand Total 60 1074 64 0 1198 395 42 90 2 527 57 815 166 5 1038 115 89 53 11 257 18 3020 3038 Apprch % 5.0 89.6 5.3 75.0 8.0 17.1 5.5 78.5 16.0 44.7 34.6 20.6 Total % 2.0 35.6 2.1 39.7 13.1 1.4 3.0 17.5 1.9 27.0 5.5 34.4 y 3.8 2.9 1.8 8.5 0.6 99.4 Eisenhower Dr Calle Mazatlan Eisenhower Dr Calle Mazatlan Southbound Westbound Northbound Eastbound Start Time Left Thru Right Left Thru Right Left Thru 9 Right Total Left Thru Right Total Int. Total Total Total Peak Hour From 14:30 to 17:15 - Peak 1 of 1 Intersection 15:00 Volume 0 388 24 412 163 14 24 201 27 337 61 425 37 29 20 86 1124 Percent 0.0 94.2 5.8 81.1 7.0 11.9 6.4 79.3 14.4 43.0 33.7 23.3 15:00 Volume 0 105 7 112 43 1 9 53 5 120 11 136 6 7 3 16 317 Peak Factor 0.886 High Int. 15:00 15:15 15:00 15:15 Volume 0 105 7 112 44 3 7 54 5 120 11 136 18 9 6 33 Peak Factor 0.920 0.931 0.781 0.652 0 Weather: Clear & Dry Counted by: M. Parish Board No: D1-1427 Loc: Eisenhower Dr & Calle Mazatlan TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No 09104031 00104031 :1/13/2009 :2 isetlhower r out in Total 398`Al2 �f1; 24 388 0 Riga: Thru Left L* 41 y m n � C North a '� _ L- ► r i 1312009 3:00:00 PM —`o 1113/2009 3:45:00 PM a Group 1 a Len Thru Ri 1n. 27I 337: 61. 571 Q'' 996 out In Total P 09104031 00104031 :1/13/2009 :2 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104041 Counted by: S. Tillman (619) 390-8495 Fax (866) 768-1818 Site Code :00104041 Board No: D1-1306 Start Date : 1/14/2009 Loc: Eisenhower Drive & Calle Tampico Page No : 1 Gro Ps Printed- Group 1 Eisenhower Drive Calle Tampico Eisenhower Drive Calle Tampico Southbound Westbound _ Northbound _ Eastbound _ Start Time Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App. Exclu. Inclu. I Int. Total Total Total Total I Total . Total Total 1 14:30 36 76 1 3 113 63 1 18 0 82 1 89 28 0 118 2 1 0 0 3 3 316 319 14:45 33 135 3 5 171 58 0 22 0 80 0 74 23 0 97 0 0 0 0 0 5 348 353 Total 69 211 4 8 284 121 1 40 0 1621 1 163 51 0 215i 2 1 0 0 3 8 664 672 15:00 24 95 1 7 120 55 2 23 0 80 1 55 19 0 75 0 0 1 0 1 7 276 283 15:15 11 90 0 9 101 53 1 19 0 73 0 60 18 0 78 0 1 0 0 1 9 253 262 15:30 20 84 2 3 106 47 0 15 0 62I 0 70 19 0 89 1 0 0 0 1 3 258 261 ,5:45 12 76 0-- 12 88 91 1 24 5 1161 1 74 12 0 87 0 2 0 0 2 17 _ 2_93 310 Total 67 345 3 31 415 246 4 81 5 3311 2 259 68 0 329 1 3 1 0 5 36 1080 1116 16:00 24 89 0 8 113 70 1 22 0 93 0 71 14 0 85 0 0 1 0 1 8 292 300 16:15 11 90 0 3 101 39 0 10 1 49 0 71 19 0 90 0 0 0 0 0 4 240 244 16:30 14 103 0 0 117 41 0 20 2 61 0 78 12 0 90 0 0 0 0 0 2 268 270 16:45 9 91 0 2 100, 48 0 20 _ 1 68 0 48 14 0 62 2 1 0 0 3 3 233 236 NTotal 58 373 0 13 431. 198 1 72 4 271 0 268 59 0 327 2 1 1 0 4 17 1033 1050 cD 17:00 13 83 0 0 96 39 0 14 0 53 0 49 23 0 72 2 0 0 0 2 0 223 223 17:15 14 100 1 2 115 52 0 8 0 60 2 57 21 0 80 0 1 0 0 1 2 256 258 Grand Total 221 1112 8 54 1341 656 6 215 9 877 5 796 222 0 1023 7 6 2 0 15 63 3256 3319 Apprch % 16.5 82.9 0.6 74.8 0.7 24.5 0.5 77.8 21.7 46.7 40.0 13.3 Total % 6.8 34.2 0.2 41.2 20.1 0.2 6.6 26.9 0.2 24.4 6.8 31.4 0.2 0.2 0.1 0.5 1.9 98.1 Eisenhower Drive Calle Tampico Eisenhower Drive Calle Tampico Southbound _ Westbound Northbound Eastbound Start Time Left Thru Right Total Left Thru i Right Total Left Thru Right APPTotaLeft Thru Right Total Int. Total Peak Hour From 14.34 to 17:15 - Peak 1 of 1 - - Intersection 14:30 Volume 104 396 5 505 229 4 82 315 2 278 88 368 2 2 1 5 1193 Percent 20.6 78.4 1.0 72.7 1.3 26.0 0.5 75.5 23.9 40.0 40.0 20.0 14:45 Volume 33 135 3 171 58 0 22 80 0 74 23 97 0 0 0 0 348 Peak Factor 0.857 High Int. 14:45 14:30 14:30 14:30 Volume 33 135 3 171 63 1 18 82 1 89 28 118 2 1 0 3 Peak Factor 0.738 0.960 0.780 0.417 Weather: Clear & Dry Counted by: S. Tillman Board No: D1-1306 Loc: Eisenhower Drive & Calle Tampico TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No :09104041 :00104041 :1/14/2009 :2 Lsenhower Dnve out In Total 362. 5Q5' 867 1 5'. 396 104 Pi Thu LL Y R � o G� � North �C =—� 1114124(19 MOO PM 1/14/2009 3:15:00 PMGroup A O� Lcc 7 I r o LA Thiru F3tr�lti . 2 2781 881 626 368! 994 out In Total :09104041 :00104041 :1/14/2009 :2 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104051 Counted by: C.Parish (619) 390-8495 Fax (866) 768-1818 Site Code : 00104051 Board No: D1-1306 Start Date : 1/14/2009 Loc: Eisenhower Drive & Calle Sinoloa Page No : 1 Gro p§ Printer!_ Groin .1 Eisenhower Drive Calle Sinoloa Eisenhower Drive Calle Sinoloa - Southbound _ Westbound Northbound Eastbound Start Time Left Thru L Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Exclu. Total Inclu. Total Int. Total) 14:30 11 102 11 1 124 88 32 13 3 133 6 78 23 3 107 16 28 _ 2 _ 1 46 8 410 418 14:45 10 87 10 0 107 75 28 11 5 114 4 69 19 3 92 14 23 0 1 37 9 350 359 Total 21 189 21 1 231 163 60 24 8 2471 10 147 42 6 1991 30 51 2 2 831 17 760 777 15:00 7 98 13 3 1181 82 33 9 2 124 5 68 21 5 94 13 24 4 2 41 12 377 389 15:15 9 85 15 0 109 67 30 10 2 107 3 57 13 7 73 15 19 3 1 37 10 326 336 15:30 8 82 12 0 102 61 28 9 1 98 1 63 11 3 75 6 14 1 1 21 5 296 301 15:45 7 88 13 3 108- SO 27 7 5_ 94 1 54 18 6 73 14 14 0 0 28. 14 303 317 Total 31 353 53 6 437'-27-6- 118 35 10 423 10 242 63 21 3151 48 71 8 4 127 41 1302 1343 16:00 7 117 9 0 133 75 26 8 0 109 2 47 17 0 66 12 19 2 0 33 0 341 341 16:15 4 69 13 0 86 73 24 11 2 108 4 39 16 3 59 7 17 0 2 24 7 277 284 16:30 7 84 14 3 105 64 23 9 2 96 4 61 21 3 86 7 23 1 11 31 19 318 337 D 16:45 7 79 10 0 96_ 77 31 8 1 116 0 38 18 5 56 8 28 1 _ 1 37 7 305 312 Total 25 349 46 3 420 289 104 36 5 429 10 185 72 11 267 34 87 4 14 125 33 1241 1274 Ca 17:00 10 77 7 0 94 69 28 3 1 100 0 51 18 1 69 6 15 1 1 22 3 285 288 17:15 8 102 16 0 126 82 26 7 0 115 2 46 14 0 62 10 24 1 7 35 7 338 345 Grand Total 95 1070 143 10 1308 873 336 105 24 1314 32 671 209 39 912 128 248 16 28 392 101 3926 4027 Apprch % 7.3 81.8 10.9 66.4 25.6 8.0 3.5 73.6 22.9 32.7 63.3 4.1 Total % 2.4 27.3 3.6 33.3 22.2 8.6 2.7 33.5 0.8 17.1 5.3 23.2 3.3 6.3 0.4 10.0 2.5 97.5 Eisenhower Drive Eisenhower Drive Calle Sinoloa Calle Sinoloa Southbound Westbound Northbound Eastbound Start Time Left Thru Right App' Left Thru Right App' Left Total Thru _ Right App' Total Left Thru Right App' Total Int. Total Peak Hour From 14:30 to 17:15 - Peak 1 of 1 _ Intersection 14:30 Volume 37 372 49 458 312 123 43 478 18 272 76 366 58 94 9 161 1463 Percent 8.1 81.2 10.7 65.3 25.7 9.0 4.9 74.3 20.8 36.0 58.4 5.6 14:30 Volume 11 102 11 124 88 32 13 133 6 78 23 107 16 28 2 46 410 Peak Factor 0.892 High Int. 14:30 14:30 14:30 14:30 Volume 11 102 11 124 88 32 13 133 6 78 23 1071 16 28 2 46 Peak Factor 0.923 0.898 0.855 0.875 Weather: Clear & Dry Counted by: C.Parish Board No: D1-1306 Loc: Eisenhower Drive & Calle Sinoloa TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No senhower rive Out In Total 373 L 4W 631 • I 491 _ 372_ _37 Hight Thru Left � 1 L-► -s T o + N V- � North � s. Fn ' • � 0 11/141200 2;30:00 PM 4 2 pq [1114/2009 3:15:00 PM m� o m Gns, 9 O "' P.-- u — T� 9$ 27Z 7$ 693 3ti6 1059 Out to Total 09104051 00104051 :1/14/2009 :2 Jul 21 08 06:40p gaty cron V. WEST LEG TOTAL: 1,279 7602494366 p.5 INTERSECTION TURN COUNT PEAK HOUR NORTH -SOUTH STREET: WASHINGTON EAST -WEST STREET: SR 113. JURISDICTION: LA QUINTA PEAK HOUR: 02:45PM (-,%,ORTH LE 100 TOTAL: 1,0826�0 Gw 3S& Total lot 2nd 3rd 4th Rt Thru Lt Total lot 2nd 3rd 4th � 69 14 166 94 11 17a 90 21 3.69 $6 14 I60 85 Rt Thru Lt Total lot 2nd 3rd 4th 1st 2nd 3rd 4th Total HOUR.TOTAL: 4,129 Rt Thru Lt Lt Thru Rt DATE: 07-16-08 EAST LEG TOTAL: 923 Ltol IS lot 2nd 3rd 4th Total 78 76 69 64 24W 146 39 25 47 38 �? 748 197 177 204 200 L 3-.2 95 83 82 92 1st 2nd 3rd 4th Total HOUR.TOTAL: 4,129 Rt Thru Lt Lt Thru Rt DATE: 07-16-08 EAST LEG TOTAL: 923 Ltol IS lot 2nd 3rd 4th Total 78 76 69 64 24W 146 145 106 128 5,25° 30 28 221 31 t-1-1-1 Lt Thru Rt A-33 PEAK HOUR FACTORS NORTH LEG = 0.98 SOUTH LEG = 0.90 EAST LEG = 0.91 WEST LEG = 0.96 ALL LEGS = 0.95 TOTAL: 845 Prepared by NEWPORT TRAFFIC STUDIES Jul 21 08 06:40p gM cron 7602494366 p.7 INTERSECTION TURN COUNT PEAK HOUR NORTH -SOUTH STREET: WASHINGTON EAST -WEST STREET: AVE 46 JURISDICTION: LA QUINTA PEAK HOUR: 04:30PM TOTAL: 1,262 Total lot 2nd 3rd 4tb NORTH LEG 40 iGQ i 1 2.5.0 il Total Lt Thru Rt Rt Thru Lt DATE: 07-17-08 EAST LECA TOTAL: 503 42 248 59 1 lot 2nd 3rd 4th 251 61 NORTH LEG = 246 69 91 267 j 6111 Rt Thru Lt Lt Thru Rt Rt Thru Lt DATE: 07-17-08 EAST LECA TOTAL: 503 42 39 22 30 NORTH LEG = 0,96 91 97 89 93 31'0 si let 2nd 3rd 4th Total. WEST LEG TOTAL: 0 PEAK HOUR FACTORS NORTH LEG = 0,96 Lt Thru Rt SOUTH LEG = 0.90 EAST LEG = 0.92 lot 225 46 WEST LEG = 2nd 230 60, ALL LEGS = 0.95 3rd 288 55 4th 277 60' Totals 21 TOTAL: 1,241 SOUTH LEG "? HOUR TOTAL: 3,006 Prepared by NEWPORT TRAFFIC STUDIES, TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104061 Counted by: S. Tillman (619) 390-8495 Fax (866) 768-1818 Site Code : 00104061 Board No: D1-1306 Washington Street Eisenhower Drive Southbound Start Time Left Thru Right _ Left Loc: Washington St & Eisenhower Dr Right Peak Hour From 14:30 to 17:15 - Peak 1 of 1 App' Total Int. Total Intersection 16:30 Volume 33 1467 487 1987 4 Percent 1.7 73.8 24.5 14.3 Groups Printed- Group 1 10 385 128 523 Washington Peak Factor Street 112 918 Rancho La Quinta Dr High Int. 17:00 Washington Street Volume 10 Southbound 523 0 Westbound Northbound 6 266 3 Start Time Left Thru Right g Peds _Total App' Left Thru Right g Peds App' Total Left Thru _� _ Right g Peds 14:30 16 413 136 6 565' 1 1 3 0 5 5 281 4 0 14:45 7 280 116 0 403 2 15 0 8 2 210 2 0_ Total 23 693 252 0 968 3 2 8 0 13 7 491 6 0 15:00 9 275 112 0 396 0 0 0 0 0 2 231 2 0 15:15 11 266 123 0 400 0 1 0 0 1 2 213 2 0 15:30 8 284 118 0 410 0 0 0 0 0 3 230 3 0 15:45 12_ 318 135 0 4651 0 1 0 0 1 5 153 2 0 Tonal 40 1143 488 0 1671 0 2 0 0 2 12 857 9 0 16:00 17 355 122 0 494 2 0 8 0 10 8 249 3 0 16:15 9 339 114 0 462 0 0 4 0 4 2 221 2 0 16:30 10 323 111 0 444 2 0 5 0 7 7 257 5 0 D 16:45 7 379 118 0 504_ 0 1 5 0 -0-27 6 2 241 3 0 Total 43 1396 465 0 1904 4 1 22 19 968 13 0 w Ln 17:00 10 385 128 2 523 0 1 7 0 8 6 266 3 0 17:15 6 380 130 3 516 2 1 4 0 7 1 207 2 0 Grand Total 122 3997 1463 5 5582 9 7 41 0 57 45 2789 33 0 Apprch % 2.2 71.6 26.2 15.8 12.3 71.9 1.6 97.3 1.2 Total % 1.2 40.8 14.9 57.0 0.1 0.1 0.4 0.6 0.5 28.5 0.3 Start Date : 1/13/2009 Page No : 1 Eisenhower Drive Eastbound App. ff App. Exclu. Inclu. Int. Total 4 Left Thru Right Peds Total Total Total Total 290 95 1 6 1 102 1 962 963 214_ 89 3 2 0 94 0 719 719 5041 184 4 8 1 196 1 1681 1682 235` 81 5 2 0 88 0 719 719 217 126 2 4 1 132 1 750 751 236 97 3 5 0 105 0 751 751 190_ 88 1 7 2 96 2 752 754 878 392 11 18 3 421 3 2972 2975 260 100 5 8 0 113 0 877 877 225 97 4 3 0 104 0 795 795 269 102 2 4 0 108 0 828 828 246 122 1 3 1 126 1 882 883 1000 421 12 18 1 451 1 3382 3383 275 106 0 6 0 112 2 918 920 210 110 1 2 0 113 3 846 849 2867 1213 28 52 5 1293 10 9799 9809 93.8 2.2 4.0 29.3 12.4 0.3 0.5 13.2 0.1 99.9 Rancho La Quinta Dr Washington Street Washington Street Eisenhower Drive Southbound Start Time Left Thru Right _ Left Left Thru Right App' Total Left Total Right Peak Hour From 14:30 to 17:15 - Peak 1 of 1 App' Total Int. Total Intersection 16:30 Volume 33 1467 487 1987 4 Percent 1.7 73.8 24.5 14.3 17:00 Volume 10 385 128 523 0 Peak Factor 0 6 112 918 High Int. 17:00 17:00 Volume 10 385 128 523 0 Peak Factor 0.950 6 266 3 Start Date : 1/13/2009 Page No : 1 Eisenhower Drive Eastbound App. ff App. Exclu. Inclu. Int. Total 4 Left Thru Right Peds Total Total Total Total 290 95 1 6 1 102 1 962 963 214_ 89 3 2 0 94 0 719 719 5041 184 4 8 1 196 1 1681 1682 235` 81 5 2 0 88 0 719 719 217 126 2 4 1 132 1 750 751 236 97 3 5 0 105 0 751 751 190_ 88 1 7 2 96 2 752 754 878 392 11 18 3 421 3 2972 2975 260 100 5 8 0 113 0 877 877 225 97 4 3 0 104 0 795 795 269 102 2 4 0 108 0 828 828 246 122 1 3 1 126 1 882 883 1000 421 12 18 1 451 1 3382 3383 275 106 0 6 0 112 2 918 920 210 110 1 2 0 113 3 846 849 2867 1213 28 52 5 1293 10 9799 9809 93.8 2.2 4.0 29.3 12.4 0.3 0.5 13.2 0.1 99.9 Rancho La Quinta Dr Washington Street Eisenhower Drive Westbound Northbound Eastbound _ _ Thru Right App' Total Left Thru Right App' Total Left Thru Right App' Total Int. Total 3 21 28 16 971 13 1000 440 4 15 I 459 3474 10.7 75.0 1.6 97.1 1.3 95.9 0-9 3.3 1 7 8 6 266 3 275 106 0 6 112 918 0.946 17:00 16:45 1 7 8 6 266 3 275 122 1 3 126 0.875 0.909 0.911 D W 0) Weather: Clear & Dry Counted by: S. Tillman Board No: D1-1306 Loc: Washington St & Eisenhower Dr C TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No wasmngson SvW Out In_ Total 1432 IWsa7! 1 3419 I � I asa las? 331 L# i North I � 4 L� 1!13/2009 430DO FM / 3' ~ 1/13/2009 5:15:00 PM m' O �m m— Len Thea Rir_ lb'I y%11 1$° 148$ t 1000 2486 Out 1n Total 09104061 00104061 1/13/2009 2 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104071 Counted by:C. Parish (619) 390-8495 Fax (866) 768-1818 Site Code : 00104071 Board No: D1-1307 Start Date : 1/13/2009 Loc: Washington St. & Ave 50 Page No : 1 Groups Printed- Group 1 Washington St Ave 50 Washington St Ave 50 Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds App' _ Total Left _ Thru Right _ Peds App' Total Left Thru Right Peds App' Total Left Thru Right Peds App. Exclu. Total Total Inclu. i Total Int. Total 14:30 38 273 35 1 346 32 25 50 0 107 1 194 15 3 _ 210 21 10 5 1 36 5 699 704 14:45 31 247 19 0 297 31 10_ 35 2 --T--1 76 7 143 18 2 168, 17 19 1 1 37 5 578 583 Total 69 520 54 1 643 63 35 85 83 8 337 33 5 3781 38 29 6 2 73 10 1277 1287 15:00 32 230 18 0 280 36 18 66 0 120 6 137 16 1 159 15 22 7 0 44 1 603 604 15:15 33 185 22 0 240 28 22 44 0 94 4 148 12 1 164 12 18 3 1 33 2 531 533 15:30 42 192 15 0 249 31 12 34 0 77 5 151 10 0 166 13 15 12 2 40 2 532 534 15.45 54 215 16 0 285 26 23 57 0 106 3 1663 18 0 184 10 19 9 0 38 0 613 613 Total 161 822 71 0 1054 121 75 201 0 397 18 599 -56 2 673 50 74 31 3 155 5 2279 2284 16:00 59 284 20 0 363 24 27 64 2 115 3 161 20 0 184 11 17 11 0 39 2 701 703 16:15 36 236 16 0 288 26 26 31 0 83 2 174 21 3 197 10 20 12 0 42 3 610 613 16:30 37 265 10 0 312 32 17 38 0 87 5 179 20 1 204 18 17 6 1 41 2 644 646 D 16:45 49 262 19 0 330 27 31 38 0 96 4 170 13 1 187 12 13 10 1 35 2 648 650 6 `o,*a[ 181 1047 65 0 1293 109 101 171 2 381 14 684 74 5 772 51 67 39 2 157 9 2603 2612 4 17:00 31 278 26 0 335 22 17 48 0 871 4 196 36 1 236 9 12 8 0 29 1 687 688 17:15 34 247 22 5 303 32 28 39 0 99 3 159 26 0 188 15 11 10 0 36 5 626 631 Grand Total 476 2914 238 6 3628 347 256 544 4 1147 47 1975 225 13 2247 163 193 94 7 450 30 7472 7502 Apprch % 13.1 80.3 6.6 1 30.3 22.3 47.4 2.1 87.9 10.0 36.2 42.9 20.9 Total % 6.4 39.0 3.2 48.61 4.6 3.4 7.3 15.4 0.6 26.4 3.0 30.1 2.2 2.6 1.3 6.0 0.4 99.6 Washington St Ave 50 Washington St Ave 50 Southbound Westbound Northbound Eastbound Start Time Left Thru Right App' Left Thru Right App' Left Thru Right App' Left Thru i Right App' Int. Total Total_ Total Total Total Peak Hour From 14:30 to 17:15 - Peak 1 of 1 _ Intersection 16:30 Volume 151 1052 77 1280 113 93 163 369 16 704 95 815 54 53 34 141 2605 Percent 11.8 82.2 6.0 30.6 25.2 44.2 2.0 86.4 11.7 38.3 37.6 24.1 17:00 Volume 31 278 26 335 22 17 48 87 4 196 36 236 9 12 8 29 687 Peak Factor 1 0.948 High Int. 17:00 17:15 17:00 16:30 Volume 31 278 26 335 32 28 39 99 4 196 36 236 18 17 6 41 Peak Factor 0.955 0.932 0.863 0.860 Weather: Clear & Dry Counted by:C. Parish Board No: D1-1307 Loc: Washington St. & Ave 50 TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No 85t11ngton St Out In Total 921`. 289 2201 9 1771 10521 1511 Fright Tiwu Left t- 1 L* m North wp l J "I G RI —0 1113120094,30:00Pel C4 _ ' — — 1113/2009 5:15:00 PM Grow 1 mm m— r 16 704 9951 I 1199 815 2014 Out In Total Mash notofl St 09104071 00104071 :1/13/2009 :2 TDSSW, Inc. PO Box 1544 Weather: Clear & Dry Lakeside, CA 92040 File Name :09104081 Counted by: C. Niggel (619) 390-8495 Fax (866) 768-1818 Site Code :00104081 Board No: D1-1427 Start Date : 1/14/2009 Loc: Washington St & Ave 52 Page No : 1 Groups Printed- Group 1 Washington St Ave 52 Washington St Ave 52 _ Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App' Left Thru Right Peds App. Exclu. Inclu. Int. _ Total Total Total Total Total Total Total 14:30 87 8 78 0 173 2 110 55 0 167 4 11 3 0 18 77 64 1 0 142 0 500 500 14:45 _98 6 92 0 196 7 118 61 0 186 2 3 2 0 7 61 62 1 0 124_ 0 513 513 'S01al 185 14 170 0 369 9 228 116 0 353 6 14 5 0 251 138 126 2 0 266 0 1013 1013 15:00 75 6 121 0 202 5 98 47 0 1501 5 9 1 0 15' 63 55 3 0 121 0 488 488 15:15 68 9 93 0 170 9 95 52 0 156 3 11 1 0 15 71 47 5 0 123 0 464 464 15:30 66 3 87 0 156 2 90 56 0 148 2 8 3 0 13 68 57 4 0 129 0 446 446 15:45 94 8 126 4 2_28 4 66 65 0 155 4 5 3 0 12 44 50 1 0 95 0 490 490 ioteJ 303 26 427 0 756: 20 369 220 0 609 14 33 8 0 55 246 209 13 0 468 0 1888 1888 16:00 68 8 89 0 165 7 97 52 0 156 1 11 1 0 13 48 61 2 0 111 0 445 445 16:15 61 6 95 0 162 5 90 46 0 141 1 6 1 0 8 57 67 1 0 125 0 436 436 16:30 76 8 121 0 205 2 86 33 0 121 0 8 3 0 11 69 69 0 0 138 0 475 475 D 16.45 74 6 128 0 208 0 84 46 0 130 3 3 2 0 8 73_ 63 1 0 137 0 483 483 w Total 27 9-2 8 433 0 740, 14 357 177 0 548 5 28 7 0 1110 247 260 4 0 511 0 lvn 1839 17:00 62 10 130 0 202 0 66 49 0 115, 1 12 1 0 14 59 52 0 0 111 1 0 442 442 17:15 58 12 148 0 218 2 95 52 0 149 1 10 3 1 14 89 70 1 0 160 1 541 542 Grand Total 887 90 1308 0 2285 45 1115 614 0 1774 27 97 24 1 148 779 717 20 0 1516 1 5723 5724 Apprch % 38.8 3.9 57.2 2.5 62.9 34.6 18.2 65.5 16.2 51.4 47.3 1.3 Total % 15.5 1.6 22.9 39.9 0.8 19.5 10.7 31.0 0.5 1.7 0.4 2.6 13.6 12.5 0.3 26.5 0.0 100.0 Washington St Ave 52 Washington St Ave 52 p Southbound Westbound Northbound Eastbound Start Time Left Thru Right App' Left Thru Right App' Left Thru Right App' Left Thru Right App' Int. Total Total Total Total Total Peak Hour From 14:30 to 17:15 - Peak 1 of 1 Intersection 14:30 Volume 328 29 384 741 23 421 215 659 14 34 7 55 272 228 10 510 1965 Percent 44.3 3.9 51.8 3.5 63.9 32.6 25.5 61.8 12.7 53.3 44.7 2.0 14:45 Volume 98 6 92 196 7 118 61 186 2 3 2 7 61 62 1 124 513 Peak Factor 0.958 High Int. 15:00 14:45 14:30 14:30 Volume 75 6 121 202 7 118 61 186 4 11 3 18 77 64 142 Peak Factor 0.9171 0.886 0.764 0.898 Weather: Clear & Dry Counted by: C. Niggel Board No: D1-1427 Loc: Washington St & Ave 52 D O TDSSW, Inc. PO Box 1544 Lakeside, CA 92040 File Name (619) 390-8495 Fax (866) 768-1818 Site Code Start Date Page No a .ngton Out In Total 521 r 741 1262 3841 29 32a. FUght -M"' Left4J L* T N N m * �p North 3 N Qi i1114:2049 2:30:40 PM1---� +. � a m — 11;14/2009 3:15:00 PM r c L Group 1 r� Lett hr RI hl i4&SSE 7 62 117 Out In Total wAghinnion :09104081 :00104081 :1/14/2009 :2 Jul 21 08 06:43p gary cron 7602494366 p,19 INTERSECTION TURN COUNT PEAR HOUR NORTH -SOUTH STREET: JEFFERSON EAST -WEST STREET: SR III JURISDICTION: LA QUINTA PEAK HOUR: 04:30PM NORTH ,SEG TOTAL: 754 3."15 33 Total 22 72 79 1st 25 88 83 2nd 36 103 56 3rd 32 100 58 4th Rt Thru Lt Total 1st 2nd 3rd 4th 6.6T063 FF 24 41 45 �'4 170 165 156 2"8"r 11 76 72 WEST LEG TOTAL: 1,131 1st 2nd 3rd 4th Rt Thru Lt Lt Thru Rt DATE: 07-16-08 EAST LEG TOTAL: 852 35 24 49 44 152 166 170 3.42 7.56 634 15 11 19 21 meg �ji I 1st 2nd 3rd 4th Total Lt Thru Rt 66 63 F 24 77 5sF 22 49 85 27 59' 81 25 PEAK HOUR FACTORS NORTH LEG = 0.96 SOUTH LEG = 0.98 EAST LEG m 0.96 WEST LEG = 0.95 ALL LEGS = 0.99 Total 6 2.84 ,�8 TOTAL: 628 HOUR TOTAL: 3,365 Prepared by NEWPORT TRAFFIC STUDIES A-41 &I Jul 21 08 06:43p gaiy cron 7602494366 p.21 INTERSECTION TURN COUNT PEAK HOUR NORTH -SOUTH STREET: JEFFERSON EAST -WEST STREET: AVE 48 DATE: 07-16-D8 JURISDICTION: LA QUINTA PEAK HOUR: 04:30PH TOTAL: 788 Rt Thru Lt EAST LEG TOTAL: 6 46 0 269- 27 74 49 22 123 70 9 134 72 11 129 68 Total 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th WEST LEG TOTAL: 810 1st 2nd 3rd 4th Total HOUR TOTAL: 2,940 Rt Thru Lt Lt Thru Rt 575 19 13 6 5 9 �k 92 107 136 130 3 68 87 77 80 WEST LEG TOTAL: 810 1st 2nd 3rd 4th Total HOUR TOTAL: 2,940 Rt Thru Lt Lt Thru Rt 575 19 32 28 25 110a 115 97 105 100 4jeT 12 8 18 is 2 1st 2nd 3rd 4th Total PEAK HOUR FACTORS 40 1.45 4 31 156 6 Lu. 649 , TOTAL: 767 Prepared by NEWPORT TRAFFIC STUDIES NORTH LEG = 0.92 Lt Thru Rt SOUTH LEG = 0.98 EAST LEG = 0.95 39 148 2 WEST LEG = 0,92 20 170 6 ALL LEGS = 0,95 40 1.45 4 31 156 6 Lu. 649 , TOTAL: 767 Prepared by NEWPORT TRAFFIC STUDIES EventCount-29 Page 1 EventCount-29 -- English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc. Event Counts [10401] Eisenhower Drive N/O Avenida Fernando 1 - North bound. - Added to totals. (1) 3 - South bound. - Excluded from totals. (0) 13:43 Tuesday, January 13, 2009 => 16:40 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040116Jan2009.EC0 (Plus) M2909VVJ MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors - Separate (Count) 14:00 Tuesday, January 13, 2009 => 14:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 15834 / 15982 (99.07%) Tuesday, January 13, 2009_2148 (Incomplete) , 15 minute drops AM Peak 0715 - 0815 (500), AM PHF=0.84 PM Peak 1445 - 1545 (396), PM PHF=0.79 " Thursday, January 15, 2009=1005 (Incomplete) , 15 minute drops :0 0600 0700 0800 0900 1000 1100 1200 1300 1400 15.00 1600 1700 1800 1900 2000 2100 2200 23.00 22 i3 117 20 =42 108 237 508 44 0 0 0 0 0 3 4 3 19 26 134 d'1 0 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0 - - 0 - - - - - - - - - 364 343 350 328 247 167 121 137 72 39 - - - - - Bpi 93 79 9I 84 50 31 27 24 I4 4 - - - - - 84 85 89 84 72 49 34 27 10 15 7 - - - - - - 96 84 88 84 55 34 27 38 23 6 4 - - - 100 81 94 69 36 34 29 25 19 4 1 ?" Wednesday, January 14, 2009=5238, 15 minute drops 0 till 1)200 03AU 04+'--:' 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 16 17 9 21 47 104 257 496 410 321 293 353 331 349 348-365 348 351 275 157 138 114 70 48 4 9 2 1 6 25 35 115 119 7i 69 70 -80 - 8f€ 71 97 82 89 89 43 45 35 22 25 8 7 3 3 5 7 23 31 149 104 67 85 73 78 75 70 88 92 94 77 40 35 22 20 11 5 4 5 0 7 18 26 91 129 100 108 63 126 88 89 81 85 99 82 68 26 31 23 14 8 3 1 1 4 8 16 30 100 103 87 75 76 84 85 97 126 95 75 86 41 48 27 34 14 4 6 AM Peak 0715 - 0815 (500), AM PHF=0.84 PM Peak 1445 - 1545 (396), PM PHF=0.79 " Thursday, January 15, 2009=1005 (Incomplete) , 15 minute drops :0 0600 0700 0800 0900 1000 1100 1200 1300 1400 15.00 1600 1700 1800 1900 2000 2100 2200 23.00 22 i3 117 20 =42 108 237 508 44 0 0 0 0 0 3 4 3 19 26 134 d'1 0 3 3 2 27 49 146 0 0 0 0 0 1 8 17 33 73 111 0 0 0 0 0 0 - - - - - - - - - - - - 4 5 20 29 89 117 0 0 0 0 0 0 - - - - - - - - - - AM Peak 0700.0800 (508), AM PHF=0.87 A-43 EventCount-29 -- English (ENU) Datasets: Site: Input A: Input B: Survey Duration File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc. Event Counts [10401] Eisenhower Drive N/O Avenida Fernando 1 - North bound. - Excluded from totals. (0) 3 - South bound. - Added to totals. (1) 13:43 Tuesday, January 13, 2009 => 16:40 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040116Jan2009.EC0 (Plus) M2909VVJ MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors - Separate (Count) 14:00 Tuesday, January 13, 2009 => 14:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 15834 / 15982 (99.07%) EventCount-29 Page 1 * Tuesday, January 13, 2009=2414 (Incomplete) , 15 minute drops ; ')0 0100 0200 0300 0400 05O 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 _ 306 328 364 418 272 201 192 176 110 47 - - - - - - - - - - - 57 72 97 97 73 57 50- 48 40 17 8 - - 83 83 77 119 79 47 51 45 29 10 6 - - - - - - - - - - - - - - 70 87 91 106 65 54 49 43 23 12 5 - - - - - - - 96 86 99 96 55 43 34 40 18 8 5 * Wednesday, January 14, 2009=4510,15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1_100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 24 7 10 11 21 42 103 239 243 227 204 249 292 275 343 392 378 408 283 200 190 175 136 58 8 2 4 2 3 12 14 51 56 54 44 64 55 64 73 103 95 110 88 55 39 49 43 15 13 6 1 3 0 1 8 16 48 71 55 59 62 63 64 83 97 90 105 65 39 37 40 45 19 7 5 1 3 4 4 6 25 60 63 56 54 68 84 69 89 99 102 112 61 53 60 38 26 12 6 5 3 0 5 13 16 48 80 53 62 47 55 90 78 98 93 91 81 69 53 54 48 22 12 6 AM Peak 0745 - 0845 (270), AM PHF=0.84 PM Peak 1645 - 1745 (418), PM PHF=0.93 * Thursday, January 15, 2009=518 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 32 18 7 10 15 44 107 243 42 0 0 0 0 0 - - 13 3 4 2 3 5 20 46 42 0 0 0 0 0 - - - - - - - - - - 7 8 1 0 0 9 16 50 0 0 0 0 0 0 - - - - - - - - - - 6 5 1 5 6 11 23 71 0 0 0 0 0 0 - - - - - - - - - - - 6 2 1 3 6 19 48 76 0 0 0 0 0 0 - - - - - - - - - - AM Peak 0700 - 0800 (243), AM PHF=0.80 A-44 EventCount-29 Page 1 EventCount-29 -- Encllish (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc. Event Counts [10402] Eisenhower Drive S/O La Ouinta Resort Access 1 - North bound. - Added to totals. (1) 3 - South bound. - Excluded from totals. (0) 13:14 Tuesday, January 13, 2009 => 16:33 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040216Jan2009.EC0 (Plus) M296R70D MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors - Separate (Count) 14:00 Tuesday, January 13, 2009 => 14:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events= 15443 / 15821 (97.61 %) * Tuesday, January 13, 2009=2006 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0900 0-1 IM 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 - - - - - - - - - - U800 364 303 327 294 228 157 108 121. 69 35 _ - - - - - 437 80 79 81 90 •48 28 27 19 11 5 - - - - - - - - - 87 74 77 64 64 44 31 28 13 11 9 - - - - - - - - 88 78 91 85 49 31 23 40 20 8 3 - - - - - - - - 100 71 80 64 35 34 26 26 17 5 1 Wednesday, January 14, 2009=5009,15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 OBUO '1900 234 1.300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 i8 1:5 7 20 55 112271 512 429 304 272 319 297 343 _ 3.44 317 325 296 249 141 133 X09 81 40 5 8 1 0 - A 32 126 1�8 - .. 60 86 61 86 75 71 81 33 37 34 25 22 5 q 2 3 7 7 24 36 148 108 67 80 74 59 79 80 80 87 75 71 38 35 22 23 8 9 ' 0 6 18 31 92 129 109 104 62 112 79 82 79 75 85 77 60 29 30 21 16 6 2 " 3 7 22 33 111 109 94 65 68 73 80 96 121 76 78 73 37 43 29 32 17 4 4 AM Peak 0645 - 0745 (514), AM PHF=0.87 PM Peak 1415 - 1515 (366), PM PHF=0.76 * Thursday, January 15, 2009=1238 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500.: U800 0'900 1: ::0 .400 1500 1600 1700 1800 1900 2000 2100 2200 2300 20 13 12 19 46 119 262 530 219 0 0 0 0 D - - - - - - - 7. 3 -1 7' - 139 1.23 0 0 0 0 0 - - - - - 9 3 3 4 4 26 49 137 95 0 0 0 0 0 - - - - - - - - - - 2 2 2 7 20 30 84 115 0 0 0 0 0 0 - - - - - - - - - - - 4 5 5 5 18 35 96 139 0 0 0 0 0 0 - - - - - - - - - - - AM Peak 0700 - 0800 (530), AM PHF=0.95 A-45 EventCount-29 Page 1 EventCount-29 -- English (ENU) Datasets: Site: Input A: Input B: Survey Duration File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc. Event Counts [10402] Eisenhower Drive S/O La Quinta Resort Access 1 - North bound. - Excluded from totals. (0) 3 - South bound. - Added to totals. (1) 13:14 Tuesday, January 13, 2009 => 16:33 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040216Jan2009.EC0 (Plus) M296R70D MC56-6 [MC55] (c)Microcom 02/03/01 Event Count Axle sensors - Separate (Count) 14:00 Tuesday, January 13, 2009 => 14:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 15443 / 15821 (97.61 %) * Tuesday, January 13, 2009=2385 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 - --.__.. - - - - 288 343 358 927 268 190 191 165 107 48 - - - - - - - - - - - - - - 60 80 101 98 74 59 57 51 34 13 11 - - - - - - - - - - - 74 77 78 116 77 43 54 37 29 13 7 - - - - - - - - - - - 64 99 93 117 64 48 49 43 23 12 8 • - - - - - - - - - 90 87 86 96 53 40 31 34 21 10 5 * Wednesday, January 14, 2009=4289, 15 minute drops 0000 0100 0200 - :UoU .J,?0 1240 1300 1400 1500 1600 1700 1800 1900 200:; 31 5 10 9 17 43 95 183 199, 197 .207 2..41 281 2.47 330 386 346 413 279 212 169 158 127 60 11 a 11 1- 2 1 :5 3`? 1.1 •10 43 73 55 66 75 105 91 117 90 50 30 -tiC ,a c7 14 7 1 2 0 5 10 16 39 41 50 60 53 58 57 80 95 97 108 62 37 41 38 46 23 11 3 1 3 3 5 7 29 44 60 47 51 61 82 57 81 102 112 112 66 5.3 53 28 29 10 10 1 5 5 17 25 61 54 60 53 54 86 67 94 86 96 78 61 62 45 44 16 10 6 AM Peak 1145 - 1245 (2491, ANI PHF=0.76 PM Peak 1530. 1730 (433), PM PHF-0.93 Thursday, January 15, 2009=515 (Incomplete) , 15 minute drops :..1 0400 0500 0640 0,100 0900 Ir�0 1400 1500 1600 1100 1800 1900 2000 2100 2200 2300 41 16 - 7 10 16 44 85 182 114 0 0 0 0 0 _ �.iZ 7 19 3L 67 u' 0 13 ❑ L i 6 L 0 1 9 18 38 47 0 4 0 0 0 - - - - - - - - - - 10 57 10 20 55 0 0 0 0 0 - - - - - - - - - - - F •f 6 1A 28 58 0 1) 0 0 0 0 AM Peak 0730 - 0830 (227), AM PHF=0.B5 A-46 EventCount-29 Page 1 EventCount-29 -- English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc. Event Counts [10403] Eisenhower Drive Btwn Ave 50 & Calle Tampico 1 - North bound. - Added to totals. (1) 3 - South bound. - Excluded from totals. (0) 12:24 Tuesday, January 13, 2009 => 16:38 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040316Jan2009.EC0 (Base) A650941 T MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors - Separate (Count) 13:00 Tuesday, January 13, 2009 => 13:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 17741 / 18088 (98.08%) * Tuesday, January 13, 2009=2352 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500. 0600 0700 0800_0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 - - - - -• - -- 318 366 307 307 296 233 170 121 129 71 32 - - - - - - 92 97 83 83 86 70 52 33 30 16 9 7 - - - - - - - - 69 91 78 73 65 73 49 34 33 14 12 8 - - - - - - - - - - - - - 81 91 72 80 76 54 32 27 40 24 8 4 - - - - - - 76 89 74 71 69 36 37 27 26 17 3 1 Wednesday, January 14, 2009=5366,15 minute drops 0000 0100 0200 0300 0400 050C 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 20 15 8 24 56 127 301 650 466 311 305 330 296 363 339 297 364 308 260 162 142 115 71 36 7 8 1 1 9 28 44 172 138 74 70 69 77 85 62 76 92 70 81 40 39 36 21 21 5 8 2 4 9 6 26 43 202 128 78 83 77 51 83 70 67 92 68 79 42 38 21 19 5 7 4 4 0 8 18 39 97 155 115 90 77 103 84 96 87 74 106 80 63 35 32 24 15 6 3 1 1 3 6 23 34 117 121 85 69 75 81 84 99 120 80 74 90 37 45 33 34 16 4 4 AM Peak 0700 - 0800 (650), AM PHF=0.80 PM Peak 1545 - 1645 (370), PM PHF=0.87 * Thursday, January 15, 2009=1536 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 100.0 1100 1200 1300 1400 1500 1600 1700 1900 2000 2100 2200 2300 19 16 15 18 51 134 300 640 343 0 0 0 0 - _1800 - - 5 3 3 2 3 32 38 161 135 0 ,} 0 0 - - - - - - - - - - - - 7 5 4 1 5 30 59 178 124 0 0 0 0 - - - - - - - - - 3 2 2 8 22 34 97 146 83 0 0 0 0 - - - - - - - - - - 4 6 6 5 21 38 106 155 1 0 0 0 0 - - - - - - - - - - AM Peak 0700 - 0800 (640), AM PHF=0.90 A-47 EventCount-29 Page 1 EventCount-29 -- English (ENU) Datasets: Site: Input A: Input B: Survey Duration File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc. Event Counts [10403] Eisenhower Drive Btwn Ave 50 & Calle Tampico 1 - North bound. - Excluded from totals. (0) 3 - South bound. - Added to totals. (1) 12:24 Tuesday, January 13, 2009 => 16:38 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040316Jan2009.EC0 (Base) A650941 T MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors - Separate (Count) 13:00 Tuesday, January 13, 2009 => 13:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 17741 / 18088 (98.08%) * Tuesday, January 13, 2009=3000 (Incomplete) , 15 minute drops 0700 0800 090 !00 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 265 316 405 398 510 312 224 213 186 115 56. . - - - A4 +.<e •]i 107 424 8,; 70 f,=; 58 'i' 17 - - - - 61 79 90 94 132 95 51 64 42 33 16 - - - 51 68 106 102 138 78 56 54 43 27 13 - 4 72 100 110 95 116 55 47 31 43 18 10 * Wednesday, January 14, 2009=4883, 15 minute drops 1 0100 0200 0300 0400 0500 0600 070;: 1000 11.110 1.200 1)0 1400 1500 7500 1700 1.800 1900 2000 71.00 22_00 2300 31 a 11 12 23 40 80 226 235 208 22.5 7.40 297. 310 364 •342 4G6 504 331 251 180 1:84 143 . 71 8 3 4 1 3 8 1.8. 49 72 4:i 5a h6 65 7 il 3d izi 12; 115 :%3 rib 31 59 44 22 14 9 1 0 4 9 19 43 42 54 61 57 56 83 82 106 111 148 75 48 40 47 51 26 9 8 2 3 5 7 7 26 68 62 52 54 63 90 74 103 123 125 133 76 68 59 31 30 12 8 6 2 0 0 7 16 22 66 59 59 54 55 81 77 95 92 105 108 72 67 55 47 18 11 5 AM Peak 1145 - 1245 (266), AM PHF=0.74 PM Peak 1700 - 1800 (504), PM PH F=0.85 * Thursday, January 15, 2009=604 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 36 19 10 12 13 48 50 204 172 0 0 0 0 I; 1 .. y i.0 : -i 72 3 0 0 0- 9 8 i 8 17 47 57 0 ,J 0 11 - - - - - - - - - - - 8 6 - 9 26 77 42 0 !) 0 U - - - - - - - - - - - - 5 2 1 22 27 56 1 0 0 0 0 - - - - - - - - - - - AM Peak 0730 - 0830 (262), AM PHF=0.85 A-48 EventCount-29 Page 1 EventCount-29 -- Encllish_(ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW Inc. Event Counts [10404] Eisenhower Drive Btwn Calle Tampico & Ave 52 1 - North bound. - Added to totals. (1) 3 - South bound. - Excluded from totals. (0) 13:02 Tuesday, January 13, 2009 => 16:45 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040416Jan2009.EC0 (Base) A645ZJ44 MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors - Separate (Count) 14:00 Tuesday, January 13, 2009 => 14:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 14158 / 14567 (97.19%) ` Tuesday, January 13, 2009=1557 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 - 0 0 - AM Peak 0715 - 0815 (485), AM PHF=0.82 - - - - 233 203 226 265 195 146 93 95 75 26 - - - - - - 64 55 55 63 63 42 32 27 20 8 3 66 48 54 54 53 38 20 29 18 8 7 - - - - - - - 48 46 61 79 40 34 20 20 19 8 7 - - - - - 55 54 56 69 39 32 21 19 18 2 1 Wednesday, January 14, 2009=4009, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1009 1L00 1200 1300 t400 1500 "-:1 1700 1800 1900 2000 2100 2200 2500 18 13 9 22 44 87 21.2 457 369 211 205 243 192 232 264 277 259 268 203 L38123 93 43 27 3 6 3 2 8 18 2'3 L21 146 49 40 55 55 55 38 55 57 .;y 64 43 38 32 L0 14 5 2 2 8 6 28 37 129 98 54 61 60 41 61 63 60 60 66 54 34 37 20 13 5 6 ' 1 3 7 13 20 72 108 70 63 51 70 45 55 89 82 73 80 47 28 21 19 13 5 2 _ 3 5 17 21 75 99 55 45 53 58 51 61 74 80 59 60 38 33 27 22 7 3 5 AM Peak 0715 - 0815 (482), AM PHF=0.83 PM Peak 1515 - 1615 (289), PM PHF=0.88 " Thursday, January 15, 2009=1200 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1 1.400 1500 1..600 1700 1800 1900 2000. 2.100 2200 2300 18 20 14 13 36 90 224 441 344 0 0 0 0 0 5 3 3 2 4 17 28 104 148 0 0 0 0 6 - - - - - - - - - - 6 4 3 3 3 24 42 127 100 0 0 0 0 0 2 5 3 6 14 24 72 105 80 0 0 0 0 0 - - - - - - - - - - 5 7 5 .2 15 25 82 105 16 0 0 0 0 - AM Peak 0715 - 0815 (485), AM PHF=0.82 A-49 EventCount-29 -- English (ENU Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc. Event Counts [10404] Eisenhower Drive Btwn Calle Tampico & Ave 52 1 - North bound. - Excluded from totals. (0) 3 - South bound. - Added to totals. (1) 13:02 Tuesday, January 13, 2009 => 16:45 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040416Jan2009.EC0 (Base) A645ZJ44 MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors - Separate (Count) 14:00 Tuesday, January 13, 2009 => 14:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 14158 / 14567 (97.19%) EventCount-29 Page 1 * Tuesday, January 13, 2009=2580 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 309 330 394 471 310 229 193 180 106 58 77 76 101 110 92 72 53 60 35 18 7 - - - - - - - 71 75 103 128 90 61 59 51 28 20 9 -- - - - - - 74 87 94 109 64 43 50 34 22 11 6 - - - - 87 92 96 124 64 53 31 35 21 9 3 * Wednesday, January 14, 2009=4253, 15 minute drops AM Peak 0745 - 0845 (255), AM PHF=0.87 PM Peak 1715 - 1815 (459), PM PHF=0.89 * Thursday, January 15, 2009=558 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2'300 28 20 7 7 8 26 60 160 242 0 0 0 0 0 8 1 2 1 1 2 20 14 7a 0 0 0 0 0 - - - - - 9 8 1 0 0 7 11 36 98 0 0 0 0 0 - - - - - - - - - - - 8 5 2 3 4 2 14 53 51 0 0 0 0 0 - - - - - - - - - - - 3 6 2 3 3 15 15 57 15 0 0 0 0 0 - - - - - - - - - - - AM Peak 0730 - 0830 (286), AM PHF=0.73 A-50 00 0200 0300 0400 0500 0600 0700 0800 0900 100 .200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 25 6 8 6 10 23 52 184 242 150 149 191 226 252 350 402 442 455 319 248 162 175 118 58 7 1 3 0 2 3 12 34 73 31 32 33 54 62 51 95 138 100 104 70 42 57 29 16 8 9 2 3 0 1 5 12 45 66 35 48 49 45 63 84 90 92 129 81 56 43 35 47 16 9 6 7. 2 3 3 6 14 50 61 40 36 50 62 59 76 101 110 107 70 55 40 36 26 13 8 3 1 0 3 4 9 14 55 42 44 33 59 65 68 139 116 102 119 64 67 37 47 16 13 3 AM Peak 0745 - 0845 (255), AM PHF=0.87 PM Peak 1715 - 1815 (459), PM PHF=0.89 * Thursday, January 15, 2009=558 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2'300 28 20 7 7 8 26 60 160 242 0 0 0 0 0 8 1 2 1 1 2 20 14 7a 0 0 0 0 0 - - - - - 9 8 1 0 0 7 11 36 98 0 0 0 0 0 - - - - - - - - - - - 8 5 2 3 4 2 14 53 51 0 0 0 0 0 - - - - - - - - - - - 3 6 2 3 3 15 15 57 15 0 0 0 0 0 - - - - - - - - - - - AM Peak 0730 - 0830 (286), AM PHF=0.73 A-50 EventCount-29 Page 1 TDSSW, Inc. Event Counts EventCount-29 -- English (ENU) Datasets: Site: [10405] Washington Street Btwn SR -111 & Ave 48 Input A: 1 - North bound. - Added to totals. (1) Input B: 3 - South bound. - Excluded from totals. (0) Survey Duration: 11:56 Tuesday, January 13, 2009 => 17:01 Friday, January 16, 2009 File: Z:\mcdata\Crossroads\2009\104\1040516Jan2009.EC0 (Plus) Identifier: A7987E8Y MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors - Separate (Count) Profile: Filter time: 12:00 Tuesday, January 13, 2009 => 12:00 Thursday, January 15, 2009 Name: Factory default profile Scheme: Count events divided by two. Units: Non metric (ft, mi, ft/s, mph, Ib, ton) In profile: Events = 63119 / 63160 (99.94%) * Tuesday, January 13, 2009=10111 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 - - - - - - - - - - - 1294 1299 1346 1332 1282 1160 881 497 369 304 224 123 - - - - - 317 383 343 345 319 293 250 155 117 85 63 37 9 - - - - - - - 284 334 326 335 281 279 224 132 88 80 53 41 16 - - - - - - - - - 371 288 356 341 340 324 228 98 83 75 55 25 15 - - - - - 322 294 321 311 342 264 179 112 81 64 53 20 6 PM Peak 1230 - 1330 (1410), PM PHF=0.92 Wednesday, January 14, 2009=18664, 15 minute drops 0000 0100 0200 0_3_00 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 23.00 46 49 37 58 155 481 953 1641 1576 1331 1276 1261 1192 1235 1296 1253 1212 1212 814 528 410 332 207 109 9 12 9 6 21 90 146 317 400 337 342 281 287 276 331 345 312 320 278 141 122 84 70 33 19 16 14 7 10 19 130 211 406 410 300 255 347 313 318 273 313 312 328 210 131 98 96 50 36 18 15 11 9 20 48 134 295 481 400 346 362 289 273 321 327 303 319 287 183 131 93 83 47 16 6 6 12 12 22 67 127 301 437 366 348 317 344 319 320 365 292 269 277 143 125 97 69 40 24 11 AM Peak 0730 - 0830 (1728), AM PHF=0.90 PM Peak 1430 - 1530 (1350), PM PHF=0.92 * Thursday, January 15, 2009=3321 (incomplete), 15 minute drops 0000 0100 02.00 0300 0400 0500 0600 07_00 0800 0900 1000 1100 1.:� !110 L-100 15110 ?603 1700 1800 1900 2000 2100 2200 2300 53 36 34 43 158 463 911 1620 2 0 0 0 - - - - 1 94 132. % , 1 a 0 0- 18 13 6 9 19 114 219 458 0 0 0 0 - - - - - - - - - 6 3 6 10 50 110 287 511 1 0 0 0 - - - - - - - - - - 11 11 14 16 68 145 273 297 0 0 0 0 - - - - - - - - - - A-51 EventCount-29 Page 1 TDSSW, Inc. Event Counts EventCount-29 -- English (ENU] Datasets: Site: [10405] Washington Street Btwn SR -111 & Ave 48 Input A: 1 - North bound. - Excluded from totals. (0) Input B: 3 - South bound. - Added to totals. (1) Survey Duration: 11:56 Tuesday, January 13, 2009 => 17:01 Friday, January 16, 2009 File: Z:\mcdata\Crossroads\2009\104\1040516Jan2009.EC0 (Plus) Identifier: A7987E8Y MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors - Separate (Count) Profile: Filter time: 12:00 Tuesday, January 13, 2009 => 12:00 Thursday, January 15, 2009 Name: Factory default profile Scheme: Count events divided by two. Units: Non metric (ft, mi, ft/s, mph, Ib, ton) In profile: Events = 63119 / 63160 (99.94%) * Tuesday, January 13, 2009=12150 (Incomplete) , 15 minute drops _ '-10D 0000! 1100 1700 1306 X00 1600 1700 1800 1900 2000 2100 2200 7.300 - - - 1182 1121 1316 1443 1509 1643 1169 846 741 605 374 201 - - - - - - - - - - _ 280 281 29::: x:32 381 431 329 221 223 136 110 59 291 295 339 371 371 431 318 225 201 176 102 58 - - - - - - 289 228 302 360 351 439 293 223 159 152 90 49 322 317 377 380 400 342 229 177 158 141 72 35 PM Peak 1645 - 1745 (1701), PM PHF=0.97 * Wednesday, January 14, 2009=17320, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 111 57 34 37 44 132 391 800 911 821 800 964 1101 1117 1334 1576 1527 1644 1176 759 729 609 429 217 39 17 12 7 3 29 46 154 228 231 176 207 252 258 268 370 -371 410 353 188 165 174 121 80 27 11 7 7 12 32 75 169 224 182 210 247 306 283 359 408 378 473 286 185 187 131 107 53 27 12 7 9 14 28 114 236 236 211 206 260 269 252 313 388 396 407 266 183 194 150 115 43 18 17 8 14 15 43 156 241 223 197 208 250 274 324 394 410 382 354 271 203 183 154 86 41 AM Peak 1145 - 1245 (1077), AM PHF=0.88 PM Peak 1645 - 1745 (1672), PM PHF=0.88 " Thursday, January 15, 2009=1552 (incomplete) ,15 minute drops r1 00 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 L400 1500 16130 100 1800 1300 7400 2100 2200 2300 123- 65 30-36 36 35 136 388 732 4 0 0 0 - - i6 35 68 158 0 0 0 0 - 29 13 8 5 6 31 107 25L 1 0 0 0 -- 21 13 4 9 13 54 1.65 169 1 0 0 0 - - - - - - - - - - - A-52 39 27 27 18 50 23 29 21 TDSSW, Inc. Event Counts EventGount-29 -- Enctlish (ENU Datasets: Site: [10406] Washington Street Btwn Ave 48 & Calle Tampico Input A: 1 - North bound. - Added to totals. (1) Input B: 3 - South bound. - Excluded from totals. (0) Survey Duration: 12:13 Tuesday, January 13, 2009 => 16:48 Friday, January 16, 2009 File: Z:\mcdata\Crossroads\2009\104\1040616Jan2009.EC0 (Plus) Identifier: A573BVAY MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors - Separate (Count) Profile: Filter time: 13:00 Tuesday, January 13, 2009 => 13:00 Thursday, January 15, 2009 Name: Factory default profile Scheme: Count events divided by two. Units: Non metric (ft, mi, ft/s, mph, Ib, ton) In profile: Events = 43039 / 44306 (97.14%) ' Tuesday, January -13,2009=5683 (Incompll 0100 0100 0200 0300 0,100 0500 8fi00 0700 6800 EventCount-29 Page 1 te) , 15 minute drops 0900 1000 1.100 12.00 1300 1,100 1.500 16001 1700 1800 1900 2000 21.00 2200 2300 - - - - 802 834 819 792 767 563 386 283 207 157 63' - 204 210 210 192 223 179 136 83 58 35 19 6 202 212 Z10 203 172 141 106 72 52 47 11 9 187 224 196 190 207 138 63 67 54 43 16 10 209 18a 203 197 165 1.17 81 55 43 32 17 6 Wednesday, January 14, 2009=11637, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 31 22 25 34 74 234 573 1057 861 697 722 744 812 748 866 821 802 836 572 349 287 263 149 58 5 9 11 ll 34 78 254 215 183 133 170 200 230 208- 248 183 97 82. 71 47 16 15 9 7 8 7 12 58 135 296 239 154 157 184 200 186 222 183 202 223 168 87 60 78 39 17 15 10 5 5 12 20 67 178 262 195 160 205 189 196 194 231 195 191 184 126 85 81 58 31 14 5 6 5 3 11 31 75 182 245 212 200 166 188 198 198 213 213 201 181 95 80 64 56 32 11 8 AM Peak 0700 - 0800 (1057), AM PHF=0.89 PM Peak 1415 - 1515 (896), PM PHF=0.97 Thursday, January 15, 2009=2932 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 43 23 21 29 88 234 556 1076 861 1 0 0 0 - - - - 15 7 5 14 30 71 286 227 1 0 0 0 15 1 1 5 18 58 145 282 239 0 0 0 0- 5 6 8 20 55 170 266 214 0 0 0 0 - - - - - - - - - - 8 7 11 36 91 170 242 181 0 0 0 0 AM Peak 0700 - 0800 (1076), AM PHF=0.94 A-53 EventCount-29 -- English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc, Event Counts [10406] Washington Street Btwn Ave 48 & Calle Tampico 1 - North bound. - Excluded from totals. (0) 3 - South bound. - Added to totals. (1) 12:13 Tuesday, January 13, 2009 => 16:48 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040616Jan2009.EC0 (Plus) A573BVAY MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors - Separate (Count) 13:00 Tuesday, January 13, 2009 => 13:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 43039 / 44306 (97.14%) EventCount-29 Page 1 * Tuesday, January 13, 2009=7841 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 896 970 951 1170 1161 840 577 488 394 254 140 253 207 226 309 304 234 160 - 119 105 73 50 30 - - - - - - - - 233 255 237 269 285 241 143 134 118 65 44 16 - - - - - - - - - 173 211 248 288 308 190 146 106 82 68 20 13 237 297 240 304 264 175 128 129 89 48 26 14 * Wednesday, January 14, 2009=12813, 15 minute drops 0_000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 J On t.3nr 755 ;^n 1600 17n0 1,800 1900 2000 2100 2200 2300 73 43 22 30 34 119 286 752 701 686 608 721 ! 0 0 0 - - - - - - - - - - - 11 14 4 3 16 33 108 247 194 0 0 0 0 - - - - - - - - - - - - '37 571 509 435 287 128 30 15 6 7 2 20 42 118 163 170 141 146 204 198 219 t74 �, 272 228 151 136 137 67 42 26 16 6 5 7 11 26 59 174 181 170 157 179 222 200 245 264 239 318 2.39 145 125 84 89 35 19 13 10 4 5 10 36 77 217 177 189 154 198 206 190 227 283 265 292 181 134 126 107 76. 16 16 14 12 7 11 11 37 108 243 180 157 156 205 201 231 284 318 298 259 189 141 122 107 55 35 11 AM Peak 1145 - 1245 (837), AM PHF=0.94 PM Peak 1645 - 1745 (1180), PM PHF=0.93 * Thursday, January 15, 2009=2132 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0R00 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 72 60 28 17 34 108 294 755 763 1 0 0 0 26 21 4 2 4 16 45 125 207 0 0 0 0 - - - - - - - - - - - - 19 12 10 7 7 32 63 151 184 0 0 0 0 - - - - - - - - - - - - 16 13 10 5 7 27 78 232 178 ! 0 0 0 - - - - - - - - - - - 11 14 4 3 16 33 108 247 194 0 0 0 0 - - - - - - - - - - - - AM Peak 0730 - 0830 (870), AM PHF=0.88 A-54 EventCount-29 -- English (ENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc. Event Counts [10407] Jefferson St Btwn SR -111 & Ave 48 1 - North bound. - Added to totals. (1) 3 - South bound. - Excluded from totals. (0) 15:32 Tuesday, January 13, 2009 => 16:41 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040716Jan2009.EC0 (Base) A5613NKO MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors - Separate (Count) 16:00 Tuesday, January 13, 2009 => 16:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 40740 / 41 606 (97.92%) EventCount-29 Page 1 Tuesday, January 13, 2009=3124 (incomplete) , 15 minute drops 0000 0100 1.2110 1100 :'.0 nnn0 0700 0801 .1,00 1004.1 1100 1200 1300 14.0.0 1500 :606 1700 1.800 1900 2004 2100 2200 2300 - - _ _ _ - - 915 763 515 334 244 163 128 62 721 r57 95 62 42 .12 14 16 217 198 132 94 51 42 23 14 7 240 197 132 75 64 40 31 14 11 - - - - - - 235 153 94 70 67 39 32 20 8 Wednesday, January 14, 2009=13425,15 minute drops 0000 0100 020: - ..170J J300 0900 -,0 1200 1.300 1400 1500 1600 1704 L$00 19402x©9 2100 2200 2300 4.2 118 11 36 64 170 490 1267 959 904 912. 916 901 928 1162 1066 916 939 594 399 250 291 174 60 16 2. 1 4 6 239 252 235 213 -212 "14 265 291 240 271 167 108 50 60 61 20 12 7 5 3 10 5 33 86 383 261 221 238 245 223 216 285 242 225 247 154 112 80Q 64 52 18 5 11 5 2 7 13 37 153 340 230 228 227 223 236 266 292 260 225 240 156 83 63 63 30 9 8 8 6 5 10 40 65 186 305 216 216 234 236 228 243 320 273 226 181 117 96 57 64 31 13 16 AM Peak 0715 - 0815 (1280), AM PHF=0.84 PM Peak 1415 - 1515 (1188), PM PHF=0.93 Thursday, January 15, 2009=3523 (Incomplete) , 15 minute drops 0000 0100 0'. _ 0500 0600 0704 0800 0900 10.00 1100 1200 1300 1400 1500 1600 1700 :800 1900. 21700 2100 2200 2300 ;1 26 24 27 70 156 506 1298 990 385 0 0 0 0 0 0 — 9 -. .. 282 2=rC 216 0 0 0 0 0 0 5 5 5 7 5 22 93 406 259 168 0 0 0 0 0 0 8 `? 4 6 18 47 157 330 247 1 0 0 0 0 0 0 16 11 9 38 60 190 280 234 0 0 0 0 0 0 0 AM Peak 0700 - 0800 (1298), AM PHF=0.80 F-��61 EyeniCount-29 -- English fENU) Datasets: Site: Input A: Input B: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW, Inc. Event Counts [10407] Jefferson St Btwn SR -111 & Ave 48 1 - North bound. - Excluded from totals. (0) 3 - South bound. - Added to totals. (1) 15:32 Tuesday, January 13, 2009 => 16:41 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040716Jan2009.EC0 (Base) A5613NKO MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors - Separate (Count) 16:00 Tuesday, January 13, 2009 => 16:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 40740 / 41 606 (97.92%) EventCount-29 Page 1 * Tuesday, January 13, 2009=4214 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 - 981 1022 652 515 412 325 203 104 - - _ - - - - - - - - - - 237 252 .171 156 113 88 64 34 16 242 277 166 134 107 75 51 30 17 - - - - - - - - 249 246 153 104 96 90 48 17 18 253 247 162 121 96 72 40 23 12 * Wednesday, January 14, 2009=13786,15 minute drops 0000 .!t0 0200 L000 1100 1200 1300 1400 1500 1600 1700 1800 1400 2000 2100 2200 23070 000E GL00 €7x00 OsdU +7 J0 ;35d0 U@Up G"700 Q90'0 99� 7 .2 1+1 •i 5 3 12 Si - L_100 1200 1300 1400 1500 1600 1700 1800 !'+1`1 +000 '210 226 175 0 >tfll 63 24 20 27 30 118 392 912 746 716 770 895 912 1021 1240.1217 1026 1160 717 579 403. 383 217 118 16 3 4 8 1 16 51 185 181 t54 76 ;' 204 208 226 297 344 251 271 1 i -; -' is^' L1' i-: 43 12 17 4 7 6 7 15 55 252 191 206 198 246 225 237 285 316 252 321 212 161 112 107 61 32 21 18 8 5 8 7 43 107 266 180 185 194 218 254 277 306 283 258 289 170 133 115 92 55 25 16 4 5 15 44 179 209 194 171 217. 227 225 281 362 274 255 279 156 123 125 67 44 18 18 AM Peak 1145 - 1245 (914), AM PHF=0.90 PM Peak 1.430 - 1530 (1328), PM PHF=0.92 * Thursday, January 15, 2009_2667 (incomplete) , 15 minute drops 0000 .!t0 0200 L000 1100 1200 1300 1400 1500 1600 1700 1800 1400 2000 2100 2200 23070 _ 67 23 17 30 25 117 438 _ -911 714 31-3 0 0 W 0 0 -0 - - - _._- .2 1+1 •i 5 3 12 Si - '9 197 0 0 0 0 _ 0 0 - - - -. - - - - 21 7 1 8 7 18 74 226 175 0 0 0 0 0 0 - -- 16 3 4 6 5 44 117 274 171 0 0 0 0 0 0 0 - - - - - - - 18 5 8 11 10 43 196 233 171 0 0 0 0 0 0 G. - - - - - - - AM Peak 0715 - 0815 (930), AM PHF=0.85 A-56 VehicleCount-30 -- En fish ENU Datasets: Site: Direction: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Included classes: Speed range: Direction: Separation: Name: Scheme: Units: In profile: TDSSW, Inc. Vehicle Counts [10408] Ave Fernando Btwn Eisenhower Dr & Calle Mazatlan 8 - East bound A>B, West bound B>A., Lane: 0 13:58 Tuesday, January 13, 2009 => 16:45 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040816Jan2009.EC0 (Plus) M278T7ZB MC56-6 [MC55] (c)Microcom 02/03/01 Factory default Axle sensors - Paired (Class/Speed/Count) 14:00 Tuesday, January 13, 2009 => 14:00 Thursday, January 15, 2009 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 0 - 100 mph. West (bound) All - (Headway) Factory default profile Vehicle classification (Scheme F99) Non metric (ft, mi, ft/s, mph, Ib, ton) Vehicles = 2042 / 4164 (49.04%) VehicleCount-30 Page 1 Tuesday, January 13, 2009 - Total=447 (incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 97 70 69 61 40 30 27 28 22 3 » - - - - - - 13 15 11 25 14 8 8 11 9 1 - - - - - - - - - - 29 17 17 11 7 9 +i 7 6 1 0 21 22 16 11 12 12 7 3 1 - - - - - - 34 16 25 14 7 1 a 7 '1 0 0 * Wednesday, January 14, 2009 - Total=1307, 15 minute drops 130 36 0 0 0 0 0 - - - 0 1 6 6 13 36 0 0 0 0 0 -- 3 0 0 0 2 8 12 0000 0100 02 0 0 :.i10 0600 :_i 4600 0900 1000 1130 1200 1.300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 1 2 1 a 2 15 37 65 110 136 95 70 97 86 100 97 92 91 47 34 23 34 33 31 9 1 0 0 0 7 34 25 11 16 17 19 26 20 15 10 8 J 9 3 0 0 0 0 U 1 5 10 21 36 25 20 22 16 27 25 22 21 B 9 3 8 7 8 1 3 1 0 0 2 1 6 11 26 33 23 20 31 30 25 21 25 32 15 10 6 8 10 6 1 2 0 1 0 0 11 15 39 36 33 21 19 28 23 29 25 26 18 9 5 10 10 7 8 2 0 AM Peak 0745 - 0845 (139), AM PHF=0.97 PM Peak 1315 - 1415 (107), PM PHF=0.92 ` Thursday, January 15, 2009 - Total=288 (incomplete), 15 minute drops 0000 0100 0200 0300 040'; .:300 6600 0700 0800 0900 1004 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 5 2 0 0 11 37 67 130 36 0 0 0 0 0 - - - 0 1 6 6 13 36 0 0 0 0 0 -- 3 0 0 0 2 8 12 18 0 0 0 0 0 0 - - - - - - - - - - - 2 1 0 0 3 0 12 31 0 0 0 1 0 0 - - - - - - - - - - - 0 0 0 0 5 15 37 48 0 0 0 1 0 0 - - - - - - - - - - - AM Peak 0715 - 0815 (133), AM PHF=0.69 A-57 VehicleCount-30 Page 1 VehicleCount-30___E_nglish (ENU) Datasets: Site: Direction: Survey Duration File: Identifier: Algorithm: Data type: Profile: Filter time: Included classes Speed range: Direction: Separation: Name: Scheme: Units: In profile: TDSSW, Inc. Vehicle Counts [10408] Ave Fernando Btwn Eisenhower Dr & Calle Mazatlan 8 - East bound A>B, West bound B>A., Lane: 0 13:58 Tuesday, January 13, 2009 => 16:45 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040816Jan2009.EC0 (Plus) M278T7ZB MC56-6 [MC55] (c)Microcom 02/03/01 Factory default Axle sensors - Paired (Class/Speed/Count) 14:00 Tuesday, January 13, 2009 => 14:00 Thursday, January 15, 2009 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 0 - 100 mph. East (bound) All - (Headway) Factory default profile Vehicle classification (Scheme F99) Non metric (ft, mi, ft/s, mph, Ib, ton) Vehicles = 2122 / 4164 (50.96%) * Tuesday, January 13, 2009 - Total=607 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800_0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 _ _ _ _ _ _ _ _ 97 126 110 94 57 39 34 17 24 10 - - - - - - - - - :4 15 - 32 16 17 11 10 6 3 3 - - - - - - - - - - - 24 23 27 23 20 10 10 3 3 4 1 - -- - - - - - - 30 38 30 24 13 8 6 2 9 2 2 - - - - - - - - - - 29 29 28 LS B 3 7 2 6 1 0 * Wednesday, January 14, 2009 - Total=1370, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 L400 1500 1600 1700 1800 1900 2000 2100 2200 2300 6 3 2 2 9 27 35 47 66 84 86 120 113 86 113 133 134 106 67 44 31 22 18 16 3 1 0 0 0 4 5 13 21 13 17 32 22 20 35 35 29 39 19 8 7 6 5 10 4 1 1 0 0 3 5 7 12 11 17 22 23 31 19 20 27 30 27 20 10 13 5 5 3 2 2 1 0 2 3 9 13 B 17 28 18 39 32 19 25 35 44 20 18 10 4 h 5 2 7 0 0 2 0 3 9 10 14 17 26 29 26 28 28 33 36 31 20 10 16 7 1 3 1 1 AM Peak 1045 - 1145 (123), AM PHF=0.79 PM Peak 1615 - 1715 (144), PM PH F=0.82 * Thursday, January 15, 2009 - Total=145 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 14 1 0 2 5 27 22 60 14 0 0 0 0 0 •1 1 0 0 0 3 2 17 14 J 0 0 0 0 2 0 0 0 1 5 7 16 0 0 0 0 0 0 7 0 0 14 8 16 0 0 0 0 0 - - - - - - - - - - - 5 11 0 0 0 0 0 0 - - - - - - - - - - - AM Peak 0700 - 0800 (60), AM PHF=0.88 A-58 VehicleCount-30 -- English (ENU) Datasets: Site: Direction: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Included classes: Speed range: Direction: Separation: Name: Scheme: Units: In profile: TDSSW, Inc. Vehicle Counts (10409] Calle Mazatlan Btwn Ave Vista Bonita & Ave Madrugada 6 - West bound A>B, East bound B>A., Lane: 0 14:37 Tuesday, January 13, 2009 => 16:47 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040916Jan2009.EC0 (Plus) M508KRAN MC56-6 [MC55] (c)Microcom 02/03/01 Factory default Axle sensors - Paired (Class/Speed/Count) 15:00 Tuesday, January 13, 2009 => 15:00 Thursday, January 15, 2009 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 0 - 100 mph. West (bound) All - (Headway) Factory default profile Vehicle classification (Scheme F99) Non metric (ft, mi, ft/s, mph, Ib, ton) Vehicles = 941 / 1911 (49.24%) VehicleCount-30 Page 1 Tuesday, January 13, 2009 - Total=135 (Incomplete) , 15 minute drops ;117 0200 0.300 0100 05+.i" :500 0700 0800 0900 1000 1'. 0(' I.mi) 1300 .1100 1500 1600 1.700 1800 1.900 2000 2100 2200 2340 30 41 29 7 12 a 6 2 0 9 63 9 1 11 2 3 0 0 1 \ 8 7 12 3 3 2 2 0 0 1 - - - - - - 1 - - - - - - - - - 7 10 6 ? ?. z 1 a v o - - - - - - - - - - - - - - - 6 11 2 2 3 2 0 2 0 0 Wednesday, January 14, 2009 - Total=647, 15 minute drops 0000 0100 0200 0300 0400 0500_0600 0700 0800_0900 1.000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2 0 3 3 6 19 40 87 57 39 51 61 43 49 52 38 29 25 13 11 8 4 4 3 1 0 0 0 0 5 4 12 14 7 12 13 7 15 11 8 8 8 1 3 5 1 2 1 0 1 0 1 2 1 3 8 40 19 19 16 19 11 11 10 11 5 5 7 2 0 1 1 1 0 0 0 2 1 1 5 11 20 15 5 14 14 12 16 16 12 6 7 5 3 0 0 0 1 0 0 0 0 0 4 6 17 15 9 8 9 15 13 7 15 7 10 5 0 3 3 2 1 0 0 AM Peak 0645 - 0745 (89), AM PHF=0.56 PM Peak 1245 - 1345 (55), PM PHF=0.86 Thursday, January 15, 2009 - Total=159 (incomplete), 15 minute drops 0000 0100 0200 0300 0400 0500_0600_0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0 0 1 1 4 10 29 66 48 0 0 0 0 0 0 - - 0 0 i 0i 3 4 10 24 0 0 0 0 0 - - - - - - - - - - 0 0 0 0 1 3 21 20 a 0 0 0 0 - - - - - - - - - - 0 0 0 3 7 15 4 00 0 0 0- 0 0 3 15 20 0 0 0 0 0 0 0 - - - - - - - - - AM Peak 0715 - 0815 (80), AM PHF=0.83 A-59 VehicleCount-30 -- English (EMU) Datasets: Site: Direction: Survey Duration: File: Identifier: Algorithm: Data type: Profile: Filter time: Included classes: Speed range: Direction: Separation: Name: Scheme: Units: In profile: TDSSW, Inc. Vehicle Counts [10409] Calle Mazatlan Btwn Ave Vista Bonita & Ave Madrugada 6 - West bound A>B, East bound B>A., Lane: 0 14:37 Tuesday, January 13, 2009 => 16:47 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1040916Jan2009.EC0 (Plus) M508KRAN MC56-6 [MC55] (c)Microcom 02/03/01 Factory default Axle sensors - Paired (Class/Speed/Count) 15:00 Tuesday, January 13, 2009 => 15:00 Thursday, January 15, 2009 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 0 - 100 mph. East (bound) All - (Headway) Factory default profile Vehicle classification (Scheme F99) Non metric (ft, mi, ft/s, mph, Ib, ton) Vehicles = 927 / 1911 (48.51 %) VehicleCount-30 Page 1 Tuesday, January 13, 2009 - Total_246 (Incomplete) , 15 minute drops 05n0 M.170 07n0 0800 0900 1000 A 1500 1600 1700 1800 1900 2000 2100 2200 2300 - - - - - - - - 70 75 60 22 a 5 3 0 3 - - - - - - - - - - - - 'i1 17 13 3 2 1 0 0 3 - - - - - - - - 19 16 24 7 1 3 0 0 0 21 27 18i 3 1 2 0 0 - - - - - - - - - - - - - - 16 15 5 .i 2 0 1 0 0 * Wednesday, January 14, 2009 - Total=627, 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0 1 1 2 0 7 9 24 42 32 45 37 61 85 72 68 44 50 15 11 2 6 4 9 0 1 0 0 0 E 5 - T 6 10 6 12 17 12 17 11 15 4 2 0 .1 2 7 0 0 0 1 1 0 1 2 4 9 9 17 11 16 36 18 17 11 15 4 1 0 1 1 0 0 0 0 0 0 4 3 7 17 9 11 9 14 18 13 29 14 9 5 0 1 0 1 0 0 0 0 0 1 0 1 2 8 9 8 7 11 19 14 29 5 8 11 2 a 1 1 0 0 0 AM Peak 1145 - 1245 (53), AM PHF=0.83 PM Peak 1445 -1545 (92), PM PHF=0.79 * Thursday, January 15, 2009 - Total=54 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0 0 1 0 0 5 7 25 16 0 0 0 0 0 0 - - 0 0 0 0 0 1 0 3 5 0 0 0 0 0 0 0 0 1 0 0 1 0 8 10 _ 0 0 0 0 0 - - - - - - - - - 0 0 C J 0. .. 5 1 0 0 0 0 - - - - - - - - - - 0 0 0 5 9 0 41 0 0 0 0 AM Peak 0730 - 0830 (29), AM PHF=0.72 A-60 EventCount-29 -- Englisb_(_ENU) Datasets: Site: Input A: Input B: Survey Duration File: Identifier: Algorithm: Data type: Profile: Filter time: Name: Scheme: Units: In profile: TDSSW; Inc. Event Counts [10410] Calle Mazatlan Btwn Eisenhower Dr & Washington 2 - East bound. - Added to totals. (1) 4 - West bound. - Excluded from totals. (0) 14:50 Tuesday, January 13, 2009 => 16:43 Friday, January 16, 2009 Z:\mcdata\Crossroads\2009\104\1041016Jan2009.EC0 (Base) A560XBG4 MC56-1 [MC55] (c)Microcom 07/06/99 Event Count Axle sensors - Separate (Count) 15:00 Tuesday, January 13, 2009 => 15:00 Thursday, January 15, 2009 Factory default profile Count events divided by two. Non metric (ft, mi, ft/s, mph, Ib, ton) Events = 5674 / 5721 (99.18%) EventCount-29 Page 1 Tuesday, January 13, 2009=552 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 — — — — 162 120 106 46 34 26 26 26 6 32 31 20 10 11 8 5 10 3 5 — 31 27 31 12 10 8 4 6 0 0 — 71 37 24 16 B 5 10 6 2 2 28 25 31 8 5 5 7 4 1 0 Wednesday, January 14, 2009=1604, 15 minute drops %)s� . . 500 0600 0700 0800 0900 1000 1100 12x1` `__L 400 1540 1600 1700 1800 1900 2000 21'00 2700 ?.300 _-..100 7 0 1 3 5 25 46 161 139 96 96 101 99 111 139 168 137 106 38 26- 19 20 13 6 5 0 0 1 1 47 34 27 24 29 16 41 43 13 17 4 6. 10 7 1 0 it 0 0 1 6 6 61 34 20 16 23 13 29 27 31 42 22 17 5 3 2 2 2 2 .7 0 1 9 7 37 42 17 35 23 27 26 27 59 39 24 16 8 5 5 0 2 4. 1 0 4 24 36 29 32 21 26 43 27 44 35 25 25 8 11 5 3 4 1 0 AM Peak 0700 - 0800 (181), AM PHF=0.74 PM Peak 1445 - 1545 (177), PM PH F=0.75 Thursday, January 15, 2009=444 (Incomplete) , 15 minute drops 0000 0100 (112J.' .).,— . t.,. 0700 0800 0900 1000 1100 1200 1300 1-100 1500 1600 1700 1800 1900 2000 ?100 2201) 2300 6 4 1 1 _600 5 31 55 185 136 20 0 0 0 0 0 - - - 0 1 0 0 2 5 39 32 19 L1 0 0 0 0 -- 2 2 1 0 0 6 15 55 42 1 0 0 0 0 0 - - - - - - - - - 4 7 0 1 1 8 9 46 32 0 0 0 0 0 0 - 0 ]. -i 0 2 8 26 45 30 0 0 0 0 0 0 - - - - - - - - AM Peak 0700 - 0800 (185), AM PHF=0.84 A-61 EventCount-29 Page 1 TDSSWU, Inc. Event Counts EventCount-29_-- English (ENU) Datasets: Site: [10410] Calle Mazatlan Btwn Eisenhower Dr & Washington Input A: 2 - East bound. - Excluded from totals. (0) Input B: 4 - West bound. - Added to totals. (1) Survey Duration: 14:50 Tuesday, January 13, 2009 => 16:43 Friday, January 16, 2009 File: Z:\mcdata\Crossroads\2009\104\1041016Jan2009.EC0 (Base) Identifier: A560XBG4 MC56-1 [MC55] (c)Microcom 07/06/99 Algorithm: Event Count Data type: Axle sensors - Separate (Count) Profile: Filter time: 15:00 Tuesday, January 13, 2009 => 15:00 Thursday, January 15, 2009 Name: Factory default profile Scheme: Count events divided by two. Units: Non metric (ft, mi, ft/s, mph, Ib, ton) In profile: Events = 5674 / 5721 (99.18%) " Tuesday, January 13, 2009=677 (Incomplete) , 15 minute drops 0000 01.00 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 - _ _ _ _ _ _ - 125 141 154 70 56 43 43 36 9 - - - - - - - - - - - - - - 28 35 32 25 16 8 11 13 3 3 - 31 35 51 20 18 17 10 10 2 2' 37 31 38 12 8 9 9 7 2 1 - - - - - - - - - - - - - 29 90 33 13 14 9 13 6 2 1 * Wednesday, January 14, 2009=1900, 15 minute drops 156 149 33 0 0 0: 0: 0 0 0 u 25 0000 0100_0200 0300 0900 0500 0600 0700 0800 0.900 1000 11.00 1240 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 7 3 1 5 17 36 85 161 150 113 99 109 111 124 151 163 139 145 83 61 42 38 41 15 Q 0' 3 8 5 34 43 31 24 21 26 29 36 43 35 31 30 10 9 14 17 5 2 2 0 1 0 0 6 7 34 28 32 29 35 25 39 35 44 34 42 20 14 8 11 13 4 2 1 1 0 3 4 7 25 49 37 19 25 28 34 27 38 33 26 36 16 25 13 7 4 4 2 1 1 0 2 10 17 48 44 42 31 21 24 26 30 42 43 44 36 17 12 12 9 7 2 1 AM Peak 0715 - 0815 (170), AM PHF=0.87 PM Peak 1430 - 1530 (167), PM PHF=0.95 Thursday, January 15, 2009=496 (Incomplete) , 15 minute drops 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900. 2000 2100 2200 2300 7 3 2 5 6 38 97 156 149 33 0 0 0: 0: 0 0 0 u 25 42 32 0 0 0 0 0 - - - - - - - - - - 1 J 1 )8 40 1 0 0 0 0 0 _ .. E 1 3 0 13 34 47 27 0 0 0 0 0 0 - .. 0 .1 1 5 4 9 48 40 0 0 0 0 0 0 - AM Peak 0730 - 0830 (177), AM PHF=0.92 Jul 23 08 07:33p gary cron 7602494366 p.14 Prepared by NEWPORT TRAFFIC STUDIES A-63 Jul z5 ud U(:j3p gary cron 7602494366 p.15 A-64 15 MINUTE COUNTS STREET : AVE 4$ LA QUINTA LOCATION : ADAMS/DUNE PALMS DATE 07-16-08 `M PM EAST WEST TOTAL EAST WEST TOTAL BOUND BOUND TOTAL BOUND BOUND TOTAL 10 14 24 1200 95 97 192 9 5 14 109 122 231 7 13 20 98 112 2:10 3 5 5 6 8 82 136 218 3 11 1:00 118 104 222 4 4 7 128 130 248 3 5 0 9 137 111 248 6 4 3 125 130 255 3 10 2:00 126 134 260 1 2 5 112 149 261 3 1 2 132 126 258 2 1 4 4 117 129 246 2 6 3:00 133 134 267 0 2 2 4 1.02 90 192 3 6 2 109 122 231 1 9 9 109 104 213 4 10 4:00 93 115 208 3 10 12 14 15 96 104 200 2 21 23 115 125 240 5 24 29 5:00 117 96 129 98 246 194 11 14 39 50 108 122 230 17 45 82 59 1.26 145 271 28 79 99 107 6:00 121 112 125 11.7 246 229 29 24 61 77 90 101 113 102 215 26 92 118 103 97 90 103 193 200 36 147 183 7:00 72 82 154 44 97 141 69 66 135 59 170 229 75 57 132 47 218 265 56 73 129 55 188 243 8:00 42 62 104 44 129 173 81 58 139 54 134 188 77 67 144 44 136 180 65 45 110 58 160 218 9:00 68 66 134 63 136 199 52 27 79 60 122 182 57 34 91 67 128 195 42 33 75 66 137 203 10:00 44 43 87 68 122 190 40 28 68 73 129 202 23 20 43 82 125 207 33 20 53 80 135 215 11:00 22 20 42 80 106 186 24 11 35 95 117 212 20 14 34 89 107 196 3 9 12 Prepared by NEWPORT TRAFFIC STUDIES A-64 APPENDIX B ANALYSIS METHODOLOGIES The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) OURBAN CRC;SSR0^DS THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Trak Impact Analysis City of La Qulnta, CA (JN: 06369-11 Report) (u IJRAOS ICU CALCULATION METHOD a. Intersection Capacity Utilization (ICU) for study area intersections b. Daily volume/capacity ratio (V/C) for study links C. Saturation Flow Rate Saturation flow value of 1,600 vehicles per lane per hour for intersections; 2,880 vehicles per hour for dual left -turn/ right -turn lanes. Level of Service Ranges The following thresholds are used in assigning a letter value to the resulting LOS: LOS CRITICAL VOLUME TO CAPACITY RATIO 0.00-0.60 A B 0.61-0.70 C 0.71-0.80 D 0.81-0.90 0.91 - 1.00 E F > 1.00 e. Peak -Periods Weekday peak -hour analysis periods are defined as follows: 6:30 to 8:30 AM 2:30 to 5:30 PM f. Peak -Hour The highest one-hour period in both the AM and PM peak periods, as determined by four consecutive 15 -minute count periods are used in the ICU calculations. Both AM and PM peak hours are studied. g. Peak -Hour Data Consistency Variations in peak -hour volumes can affect LOS calculations because they vary from day- to-day. To minimize these variations, no counts are taken on Mondays, Fridays, holidays or weekends. h. Right Turn Movements If the distance from the edge of the outside through lane is at least 19 feet and parking is prohibited during the peak period, right turning vehicles may be assumed to utilize this "unofficial" right turn lane. Otherwise, all right turn traffic is assigned to the through lane. If a right turn lane exists, right turn activity is checked for conflicts with other critical movements. It is assumed that right turn movements are accommodated during non - conflicting left turn phases (e.g., northbound right turns during westbound left turn phase), as well as non -conflicting through flows (e.g., northbound right turn movements and north/south through flows). Right turn movements become critical when conflicting movements (e.g., northbound right turns, southbound left turns, and eastbound through flows) represent a sum of V/C ratios which are greater than the normal through/left turn critical movements. If a free right turn lane exists (right turns do not have to stop for the signal), a flow rate of 1,600 vehicles per hour per lane is assumed. The V/C ratio of the right turn lane is reported but not included in the sum of the critical V/C ratios B-2 HCM Methodology For unsignalized intersections, the 2000 Highway Capacity Manual (HCM) (Transportation Research Board Special Report 209) is utilized to calculate the level of service. The HCM defines level of service as a qualitative measure which describes operational conditions within a traffic stream, generally in terms of such factors as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience, and safety. The criteria used to evaluate LOS (Level of Service) conditions vary based on the type of roadway and whether the traffic flow is considered interrupted or uninterrupted. The level of service is typically dependent on the quality of traffic flow at the intersections along a roadway. The HCM methodology expresses the level of service at an intersection in terms of delay time for the various intersection approaches. The HCM uses different procedures depending on the type of intersection control. The levels of service determined in this study are determined using the HCM methodology. The study area intersections with stop control on the minor have been analyzed using the unsignalized intersection methodology of the HCM. For these intersections, the calculation of level of service is dependent on the occurrence of gaps occurring in the traffic flow of the main street. Using data collected describing the intersection configuration and traffic volumes at the study area locations, the level of service has been calculated. The level of service criteria for this type of intersection analysis is based on total delay per vehicle for the worst minor street movements. B-3 The levels of service are defined for the various analysis methodologies as follows: LEVEL OF SERVICE AVERAGE TOTAL DELAY PER VEHICLE (SECONDS) UNSIGNALIZED A 0 to 10.00 B 10.01 to 15.00 C 15.01 to 25.00 D 25.01 to,35.00 E 35.01 to 50.00 F 50.01 and up The traffic progression tool, SYNCHRO, has been used to assess the potential impacts/needs of the existing School District/ Dune Palms Road intersection and the proposed realignment of the Sam's Club Driveway/ Dune Palms Road with the School District Driveway — "A" Street / Dune Palms Road intersections. Developed by Trafficware, SYNCHRO has the capability of modeling and optimizing traffic signal timings. Specific features include analyzing the capacities of coordinated intersections, determining queue lengths, and optimizing splits, cycle lengths, and offsets. 1 -MI APPENDIX C CALCULATION OF INTERSECTION LEVEL OF SERVICE FOR EXISTING CONDITIONS The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA. (JN: 06369-11 Report) OURBAN THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN.- 06369-11 Report) EXAM Wed Sep 9, 2009 20:14:44 Page 2-1 -------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.200 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11---------------11---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 55 440 2 0 156 95 28 0 29 0 0 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 440 2 0 156 95 28 0 29 0 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 58 463 2 0 164 100 29 0 30 0 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 463 2 0 164 100 29 0 30 0 0 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 58 463 2 0 164 100 29 0 30 0 0 5 ------------ I ---------------_ --------------- ---------------- --------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.24 0.76 1.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1600 3186 14 1600 1989 1211 1600 0 1600 0 0 1600 -----------_I --------------- --------------- --------------- --------------- Capacity -------- -----Capacity Analysis Module: Vol/Sat: 0.04 0.15 0.15 0.00 0.08 0.08 0.02 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-1 EXAM Wed Sep 9, 2009 20:14:44 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) *"*k''k"-at*ii****#******.*********.k**k***.**'**#"*A is** **********:******k**k*;** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 0.3 Worst Case Level Of Service: A[ 9.41 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 --------------------------- --------------- --------------- ---------------� Volume Module: Base Vol: 11 495 0 0 172 9 3 0 13 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 11 495 0 0 172 9 3 0 13 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.00 PHF Volume: 12 535 0 0 186 10 3 0 14 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 12 535 0 0 186 10 3 0 14 0 0 0 ------------ --------------- 11 --------------- ---------------11--------------- Critical -Critical Gap Module: Critical Gp: 4.1'xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------C---------------H---------------11------------ [I --------------- I Capacity Module: Cnflict Vol: 196 xxxx xxxxx xxxx xxxx xxxxx 477 xxxx 93 xxxx xxxx xxxxx Potent Cap.: 1389 xxxx xxxxx xxxx xxxx xxxxx 522 xxxx 952 xxxx xxxx xxxxx Move Cap.: 1389 xxxx xxxxx xxxx xxxx xxxxx 518 xxxx 952 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.01 xxxx xxxx xxxx ------------ I --------------- 11-------•-------- --------------- 11---------------� Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.0 xxxx xxxx xxxxx Control Del: 7.6 xxxx xxxxx xxxxx xxxx xxxxx 12.0 xxxx 8.8 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 9.4 xxxxxx ApproachLOS: * * A Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-2 EXAM Wed Sep 9, 2009 20:14:44 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.297 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ------ --------------- --------------- ----------------! Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 -------- _------------------ --------------- --------------- --------------� Volume Module: Base Vol: 20 466 152 27 146 13 7 15 9 80 17 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 466 152 27 146 13 7 15 9 80 17 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 21 485 158 28 152 14 7 16 9 83 18 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 485 158 28 152 14 7 16 9 83 18 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 485 158 28 152 14 7 16 9 83 18 41 ------------ I --------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.62 0.38 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1000 600 1600 1600 1600 ------------ I --------------- --------------- 11 --------------- --------- Capacity Analysis Module: Vol/Sat: 0.01 0.15 0.10 0.02 0.05 0.01 0.00 0.02 0.02 0.05 0.01 0.03 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-3 EXAM Wed Sep 9, 2009 20:14:44 Page 5-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ,r**air,t,rk,t��arr�k,twx,ra*,rrr,r,�w**wve�,rrcrwv��ww�a,err+**,�rr,r,rr,rawer,e,rwwr�*a�*,r,rrk�r*�r**rar* Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) .F Nik skw*kAw*wwkwkiF ie wkw k,t w•k*xk#k1F*kaF ie M'! **Yr �k yr k,t kirktirkw^*tw�kY iF rt.+F,F lr k*ri#w ikwiF �sF wiA^sF+*:F• Cycle (sec): 100 Critical Vol./Cap.(X): 0.423 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- 11---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 582 77 34 151 0 0 0 0 149 0 76 Growth Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 582 77 34 151 0 0 0 0 149 0 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 0 712 94 42 185 0 0 0 0 182 0 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 712 94 42 185 0 0 0 0 182 0 93 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 712 94 42 185 0 0 0 0 182 0 93 ------------ --------------- --------------- --------------- -----.----------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 0 0 1600 0 1600 0 1600 ------------ {--------------- ------------------------------ --------------� Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.06 0.03 0.06 0.00 0.00 0.00 0.00 0.11 0.00 0.06 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-4 D EXAM Wed Sep 9, 2009 20:14:44 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Base Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.425 Loss Time (sec): 6 Average Delay (sec/veh): 11.8 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ 1--------------- ll--------------- --------------- --------------- Control: -------- -----Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------1------=11---------------Il---------------- --------------- Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 344 113 33 128 23 57 145 3 93 33 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0:92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 375 123 36 140 25 62 158 3 101 36 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 375 123 36 140 25 62 158 3 101 36 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 375 123 36 140 25 62 158 3 101 36 35 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.28 0.71 0.01 1.00 1.00 1.00 Final Sat.: 504 1090 609 455 973 536 146 372 8 473 504 559 ------------ l ----------------II --- --------------- ---------------! Capacity Analysis Module: Vol/Sat: 0.00 0.34 0.20 0.08 0.14 0.05 0.43 0.43 0.43 0.21 0.07 0.06 Crit Moves: **** **** **** **** Delay/Veh: 9.6 12.2 9.8 10.7 10.7 9.2 14.0 14.0 14.0 11.7 9.9 9.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 9.6 12.2 9.8 10.7 10.7 9.2 14.0 14.0 14.0 11.7 9.9 9.1 LOS by Move: A B A B B A B B B B A A ApproachDel: 11.6 10.5 14.0 10.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 11.6 10.5 14.0 10.8 LOS by Appr: B B B B AllWayAvgQ: 0.0 .0.5 0.2 0.1 0.1 0.0 0.7 0.7 0.7 0.2 0.1 0.1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ��I EXAM Wed Sep 9, 2009 20:14:44 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.742 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- II--------------- II---------------� Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------I---------------II--------------- --------------- ----------_-----I Volume Module: Base Vol: 771 1064 73 277 633 80 60 455 206 71 763 238 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 771 1064 73 277 633 80 60 455 206 71 763 238 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 857 1182 0 308 703 89 67 506 229 79 848 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 857 1182 0 308 703 89 67 506 229 79 848 264 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 857 1182 0 308 703 89 67 506 229 79 848 264 ------------ I--------------- II--------------- --II--------------- Saturation --------------Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.66 0.34 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4261 539 2880 4800 1600 2880 4800 1600 ------------I---------------11---------------II---------- - -II --------------- Capacity -- -Capacity Analysis Module: Vol/Sat: 0.30 0.25 0.00 0.11 0.17 0.17 0.02 0.11 0.14 0.03 0.18 0.17 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M. I EXAM Wed Sep 9, 2009 20:14:44 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour ------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.820 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 62 Level Of Service: D *************************************k**'***.k**k********k*'k kir*********►********** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11--------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 1589 421 64 711 0 0 0 0 344 0 409 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1589 421 64 711 0 0 0 0 344 0 409 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 0 1690 448 68 756 0 0 0 0 366 0 435 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1690 448 68 756 0 0 0 0 366 0 435 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 !.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1690 448 68 756 0 0 0 0 366 0 435 ------------ ---------------- --------------- --------------- ---------------) Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.37 0.63 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3795 1005 1600 4800 0 0 0 0 2880 0 1600 ------------ I --------------- ---------------IR--- ----------- _--------------� Capacity Analysis Module: Vol/Sat: 0.00 0.45 0.45 0.04 0.16 0.00 0.00 0.00 0.00 0.13 0.00 0.27 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-7 EXAM Wed Sep 9, 2009 20:14:44 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.645 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: B ******************************************************************************** Approach; North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------_ _ _�--------------- ------------------------------ --------------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 -_---------- I --------------- --------------- --------------- --------------- Volume -------- -----Volume Module: Base Vol: 3 1598 5 13 876 272 590 3 10 2 0 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 1598 5 13 876 272 590 3 10 2 0 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 3 1722 5 14 944 293 636 3 11 2 0 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 1722 5 14 944 293 636 3 11 2 0 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 1722 5 14 944 293 636 3 11 2 0 26 ------------1--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.29 0.71 1.99 0.01 1.00 0.08 0.00 0.92 Final Sat.: 1600 4800 1600 1600 3663 1137 3184 16 1600 123 0 1477 ------------ I ---------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.00 0.01 0.26 0.26 0.20 0.20 0.01 0.02 0.00 0.02 Crit Moves **** **** **** **** *k **1F*****Irk#kM#*R*/h*irk***k*k* ***k#*+i*M**M* s*'.*k**M.Mi kiln*MsFk Mira Mir*MSF ieMk#,Y YiM MM'. 'hM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-8 EXAM Wed Sep 9, 2009 20:14:44 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.779 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 51 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 15 1012 68 151 636 45 92 121 23 140 83 340 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 1012 68 151 636 45 92 121 23 140 83 340 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 16 1069 72 159 672 48 97 128 24 148 88 359 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1069 72 159 672 48 97 128 24 148 88 359 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 1069 72 159 672 48 97 128 24 148 88 359 ------------ I ------ ---------------- --------------- II---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.80 0.20 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4483 317 1600 1600 1600 1600 1600 1600 ------------I---------------11--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.33 0.04 0.10 0.15 0.15 0.06 0.08 0.02 0.09 0.05 0.22 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-9 EXAM Wed Sep 9, 2009 20:14:44 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.579 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------� Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 6 10 8 231 21 215 697 396 3 30 165 190 Growth Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 10 8 231 21 215 697 396 3 30 165 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 7 11 9 264 24 245 796 452 3 34 188 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 11 9 264 24 245 796 452 3 34 188 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 7 11 9 264 24 245 796 452 3 34 188 217 --------------------------------------------------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.25 0.42 0.33 1.83 0.17 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 400 667 533 2933 267 2880 2880 3200 1600 1600 3200 1600 ------------I---------------11---------------- --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.09 0.09 0.09 0.28 0.14 0.00 0.02 0.06 0.14 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Az It, E EXAM Wed Sep 9, 2009 20:14:44 Page 12-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.546 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 272 631 66 225 469 74 105 500 144 77 689 197 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 272 631 66 225 469 74 105 500 144 77 689 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 320 742 78 265 552 87 124 588 169 91 811 232 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 320 742 78 265 552 87 124 588 169 91 811 232 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 320 742 78 265 552 87 124 588 169 91 811 232 Ov1AdjVo1: 0 ------------ --------------- --------------- --------------- CC-----__----_---_� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.33 0.67 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 3200 1600 2880 3733 1067 ------------I --- ------------------------------ --------------- Capacity Analysis Module: Vol/Sat: 0.11 0.15 0.05 0.09 0.11 0.05 0.04 0.18 0.11 0.03 0.22 0.22 Ov1AdjV/S: 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-11 I EXAM Wed Sep 9, 2009 20:14:44 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions AM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.752 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -----_------ I ----_------------ ------------------------------ --------------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 --------- ---I --------------- --------------- --------------- -- -Volume Module: Base Vol: 403 651 78 192 491 57 35 294 196 80 819 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 403 651 78 192 491 57 35 294 196 80 819 284 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 458 740 89 218 558 65 40 334 223 91 931 323 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 458 740 89 218 558 65 40 334 223 91 931 323 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 458 740 89 218 558 65 40 334 223 91 931 323 ------------ I--------------- ---------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.49 0.51 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2376 824 ------------ I --------------- --------------- --------------- 11----------------� Capacity Analysis Module: ' Vol/Sat: 0.16 0.15 0.06 0.08 0.12 0.04 0.02 0.10 0.14 0.06 0.39 0.39 Crit Moves: **** **** **** **** tk'k'1':SRR'+k'i'N'ki1'**.'M1Y##*4.****i*•k**#*A#rtf***iF*****#*fF*'k'R***4'kk*i*+tk *.'�k**ir �. Yr****••fie**'k***4* Traffix 8.0.0715 (C) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-12 EXPM Wed Sep 9, 2009 20:15:47 Page 2-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.289 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------- --------------- --------------- ---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------------ I --------------- --------------- --------------- --------------- Volume --------- ---Volume Module: Base Vol: 31 331 1 4 397 37 74 0 60 2 0 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 331 1 4 397 37 74 0 60 2 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 34 368 1 4 442 41 82 0 67 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 368 1 4 442 41 82 0 67 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 368 1 4 442 41 82 0 67 2 0 6 ----------•-- I --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.83 0.17 1.00 0.00 1.00 0.29 0.00 0.71 Final Sat.: 1600 3190 10 1600 2927 273 1600 0 1600 457 0 1143 ------------ I --------------- 11--------------- --------------- ----------------� Capacity Analysis Module: Vol/Sat: 0.02 0.12 0.12 0.00 0.15 0.15 0.05 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-13 EXPM Wed Sep 9, 2009 20:15:47 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 0.2 Worst Case Level Of Service: B[ 12.4] Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------I---------------II-----7---------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- _--------------� Volume Module: Base Vol: 6 347 0 0 437 14 3 0 3 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 347 0 0 437 14 3 0 3 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.00 PHF Volume: 7 401 0 0 505 16 3 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 7 401 0 0 505 16 3 0 3 0 0 0 ------------1--------------- --------------- --------------- ---------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------j--------------- --------------- --------------- 11---------------� Capacity Module: Cnflict Vol: 521 xxxx xxxxx xxxx xxxx xxxxx 720 xxxx 253 xxxx xxxx xxxxx Potent Cap.: 1055 xxxx xxxxx xxxx xxxx xxxxx 367 xxxx 753 xxxx xxxx xxxxx Move Cap.: 1055 xxxx xxxxx xxxx xxxx xxxxx 365 xxxx 753 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.00 xxxx xxxx xxxx ------------ I--------------- --------------- --------------- 11 -_--_---__------� Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.0 xxxx xxxx xxxxx Control Del: 8.4 xxxx xxxxx xxxxx xxxx xxxxx 14.9 xxxx 9.8 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 12.4 xxxxxx ApproachLOS: * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-14 EXPM Wed Sep 9, 2009 20:15:47 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.365 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- X --------------- --------------- 11--------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- --------------- ------------------------------� Volume Module: Base Vol: 27 337 61 1 388 24 37 29 20 163 14 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 337 61 1 388 24 37 29 20 163 14 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 30 380 69 1 438 27 42 33 23 184 16 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 380 69 1 438 ' 27 42 33 23 184 16 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 380 69 1 438 27 42 33 23 184 16 27 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.59 0.41 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 947 653 1600 1600 1600 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.02 0.12 0.04 0.00 0.14 0.02 0.03 0.03 0.03 0.11 0.01 0.02 Crit Moves **** **** **** **** �'*it kip irk*#kkkkkkN**kil*#'+YNk'kkk*#kkk kfkkflC*1F*X fF*rtk*Ye kiF*irt**kk**'kk*k*1Y 'i[d 3r Jr Yhikk*#**.k 1!*#e Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-15 EXPM Wed Sep 9, 2009 20:15:47 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.378 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- ------------------------------ --------------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 2 278 88 104 396 5 2 2 1 229 4 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 278 88 104 396 5 2 2 1 229 4 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 2 324 103 121 462 6 2 2 1 267 5 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 324 103 121 462 6 2 2 1 267 5 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 324 103 121 462 6 2 2 1 267 5 96 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.98 0.02 0.40 0.40 0.20 1.00 0.48 0.52 Final Sat.: 1600 3200 1600 1600 3160 40 640 640 320 1600 767 833 ------------ I ------------- -- ----- ��---__ _____ _ i�_------__----_-i Capacity Analysis Module: Vol/Sat: 0.00 0.10 0.06 0.08 0.15 0.15 0.00 0.00 0.00 0.17 0.01 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-16 M EXPM Wed Sep 9, 2009 20:15:47 ---------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour Page 6-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Base Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.800 Loss Time (sec): 6 Average Delay (sec/veh): 19.9 Optimal Cycle: 0 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Control: Stop Sign ----------------II--------------- Stop Sign Stop Sign ---------------I Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 ------------ ----------------11- 0 2 0 1 1 0 2 0 1 --------- --------------- 0 0 1! 0 0 1 0 1 0 1 ---------------� Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 272 76 37 372 49 58 94 9 312 123 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 20 305 85 41 417 55 65 105 10 350 138 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 305 85 41 417 55 65 105 10 350 138 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 305 85 41 417 55 65 105 10 350 138 48 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.36 0.58 0.06 1.00 1.00 1.00 Final Sat.: 378 807 435 393 842 452 148 240 23 437 459 500 ------------- I --------------- II -=---------- ---------------11--------------- Capacity --------Capacity Analysis Module: Vol/Sat: 0.05 0.38 0.20 0.11 0.50 0.12 0.44 0.44 0.44 0.80 0.30 0.10 Crit Moves: **** **** **** **** Delay/Veh: 12.2 16.0 12.3 12.5 18.4 11.3 17.2 17.2 17.2 35.0 13.4 10.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 12.2 16.0 12.3 12.5 18.4 11.3 17.2 17.2 17.2 35.0 13.4 10.3 LOS by Move: B C B B C B C C C E B B ApproachDel: 15.1 17.2 17.2 27.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 15.1 17.2 17.2 27.2 LOS by Appr: C C C D Al1WayAvgQ: 0.1 0.5 0.2 0.1 0.9 0.1 0.7 0.7 0.7 2.9 0.4 0.1 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-17 EXPM Wed Sep 9, 2009 20:15:43 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.797 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- 11---------------� Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- 11---------------� Volume Module: Base Vol: 364 703 116 497 934 84 209 1089 493 155 735 402 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 364 703 116 497 934 84 209 1089 493 155 735 402 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 383 740 0 523 983 88 220 1146 519 163 774 423 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 383 740 0 523 983 88 220 1146 519 163 774 423 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 383 740 0 523 983 88 220 1146 519 163 774 423 ------------•--- I I---•------------- � �--------------- I f---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.75 0.25 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4404 396 2880 4800 1600 2880 4800 1600 ------------I---------------11--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.13 0.15 0.00 0.18 0.22 0.22 0.08 0.24 0.32 0.06 0.16 0.26 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C -1V EXPM Wed Sep 9, 2009 20:15:47 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Washington Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.861 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 72 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- ---------------H---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------I ------------------------ --------------- ---------------� Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1428 309 350 1417 0 0 0 0 518 0 186 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1503 325 368 1492 0 0 0 0 545 0 196 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1503 325 368 1492 0 0 0 0 545 0 196 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1503 325 368 1492 0 0 0 0 545 0 196 ------------ --------------- --------------- --------------- -----------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.47 0.53 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3946 854 1600 4800 0 0 0 0 2880 0 1600 ------------ I --------------- --------------TIN--------------- ----- ---------I Capacity Analysis Module: Vol/Sat: 0.00 0.38 0.38 0.23 0.31 0.00 0.00 0.00 0.00 0.19 0.00 0.12 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-19 EXPM Wed Sep 9, 2009 20:15:47 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.666 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ [--------------- --------------- --------------- --------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 --------- I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 16 971 13 33 1467 487 440 4 15 4 3 21 Growth Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 971 13 33 1467 487 440 4 15 4 3 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0..95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 17 1026 14 35 1551 515 465 4 16 4 3 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 1026 14 35 1551 515 465 4 16 4 3 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 1026 14 35 1551 515 465 4 16 4 3 22 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.25 0.75 1.98 0.02 1.00 0.14 0.11 0.75 Final Sat.: 1600 4800 1600 1600 3604 1196 3171 29 1600 229 171 1200 ----__-------- I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.21 0.01 0.02 0.43 0.43 0.15 0.15 0.01 0.02 0.02 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-20 EXPM Wed Sep 9, 2009 20:15:47 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.535 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ --------------- --------------- --------------- --------------- Volume ------- ----_Volume Module: Base Vol: 16 704 95 151 1052 77 54 53 34 113 93 163 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Initial Bse: 16 704 95 151 1052 77 54 53 34 113 93 163 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 17 743 100 159 1110 81 57 56 36 119 98 172 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 743 100 159 1110 81 57 56 36 119 98 172 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 743 100 159 1110 81 57 56 36 119 98 172 --------_--- I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.80 0.20 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4473 327 1600 1600 1600 1600 1600 1600 ------------ I --------------- --------------- --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.23 0.06 0.10 0.25 0.25 0.04 0.03 0.02 0.07 0.06 0.11 Crit Moves: **** **** **** **** #*##*i!k**#x.'143 �'##�+tk#rA;#iY*k#nF#'k**R'A'*###*i.#91'*k*##*##Ri•k'kR*##*#x*x!*kR*#�'*#*k#Je#4## Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ��% EXPM Wed Sep 9, 2009 20:15:47 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.448 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ------------------------------ --------------- -----_-----_---� Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green; 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 14 34 7 328 29 384 272 228 10 23 421 215 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 34 7 328 29 384 272 228 10 23 421 215 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 15 35 7 342 30 401 284 238 10 24 439 224 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 35 7 342- 30 401 284 238 10 24 439 224 PCE Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 35 7 342 30 401 284 238 10 24 439 224 ------------1--------------- -------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.25 0.62 0.13 1.84 0.16 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 407 989 204 2940 260 2880 2880 3200 1600 1600 3200 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.04 0.04 0.12 0.12 0.14 0.10 0.07 0.01 0.02 0.14 0.14 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-22 EXPM Wed Sep 9, 2009 20:15:47 Page 12-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.617 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---_-------- I --------------- --------------- --------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 ------------ I -------- ----- --------------- -------------- -_------------ -----------------� Volume Module: Base Vol: 344 398 137 386 508 161 232 958 393 92 888 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 344 398 137 386 508 161 232 958 393 92 888 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 347 402 138 390 513 163 234 968 397 93 897 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 347 402 138 390 513 163 234 968 397 93 897 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 347 402 138 390 513 163 234 968 397 93 897 215 Ov1AdjVol: 204 --------------1--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.42 0.58 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 3200 1600 2880 3871 929 ------------ I --------------- --------------- --------------- ----------------� Capacity Analysis Module: Vol/Sat: 0.12 0.08 0.09 0.14 0.11 0.10 0.08 0.30 0.25 0.03 0.23 0.23 Ov1AdjV/S: 0.13 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-23 EXPM Wed Sep 9, 2009 20:15:47 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing Conditions PM Peak Hour -----------------------------------------------------------------------4_------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.719 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------1f----------------11-----------•----- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 182 867 25 363 644 97 46 651 437 74 584 147 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 182 867 25 363 644 97 46 651 437 74 584 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 192 913 26 382 678 102 48 685 460 78 615 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 192 913 26 382 678 102 48 685 460 78 615 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 192 913 26 382 678 102 48 685 460 78 615 155 -----_------- --------------- --------------- 1--------------- --_----_----_ Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.60 0.40 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2556 644 ------------ I --------------- --------------- 11--------------- Capacity Analysis Module: Vol/Sat: 0.07 0.19 0.02 0.13 0.14 0.06 0.03 0.21 0.29 0.05 0.24 0.24 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C-24 APPENDIX D TRAFFIC SIGNAL WARRANTS The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) U� URBAN THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) PEAK HOUR VOLUME WARRANT (Rural Areas) EXISTING CONDITIONS (AM Peak Hour) Major Street Name = Eisenhower Drive (NS) Total of Both Approaches (VPH) = OS Number of Approach Lanes Major Street = 2 Minor Street Name = Resort Access (EW) High Volume Approach (VPH) = 1 Number of Approach Lanes Minor Street = 1 500 2 a ' 400 t v A 0 CL CL d 300 SIGNAL WARRANT NOT SATISFIED 200 0 X{ - 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street - Total of Both Approaches - VPH --C]--1 Lane (Major) & 1 Lane (Minor) ---&-2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) --- 0-2+ Lanes (Major) & 2+ Lanes (Minor) —"--Major Street Approaches •* - Minor Street Approaches "" NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroac&senhower Drive—Resort Access AM (RURAL AREA WARRANT) 9/10/2009 D-1 PEAK HOUR VOLUME WARRANT (Urban Area) EXISTING CONDITIONS (AM PEAK HOUR) Major Street Name = Eisenhower Drive (NS) Total of Both Approaches (VPH) = 642 Number of Approach Lanes on Major Street = 2 Minor Street Name = Calle Sinaloa (EW) High Volume Approach (VPH) = 205 Number of Approach Lanes On Minor Street = 1 = 700 IL = 600 v 0 CL 500 a a m 400 7 O > t 300 W 2 200 N 100 r. O C SIGNAL WARRANT NOT SATISFIED 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - VPH --- 1 Lane (Major) & 1 Lane (Minor) ---6-2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) ---0--2+ Lanes (Major) & 2+ Lanes (Minor) ----x—Major Street Approaches 4 Minor Street Approaches " NOTE: 150 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads, 16isenhower_Calle Sinaloa AM (URBAN AREA WARRANT) 9/10/2009 D-2 PEAK HOUR VOLUME WARRANT (Rural Areas) EXISTING CONDITIONS (PM Peak Hour) Major Street Name = Eisenhower Drive (NS) Total of Both Approaches (VPH) = 804 Number of Approach Lanes Major Street = 2 Minor Street Name = Resort Access (EW) High Volume Approach (VPH) = 6 Number of Approach Lanes Minor Street = 1 500 a t 400 v 0 CL CL d 300 E 0 L 200 fA C 100 C i SIGNAL WARRANT NOT SATISFIED 0 - - , 1 . - I . .. _ ^1— _ - .1 - -* .- 4 1 - 4 1 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street - Total of Both Approaches - VPH 1 Lane (Major) & 1 Lane (Minor) ,N--2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) --,0-2+ Lanes (Major) & 2+ Lanes (Minor) --#$,—Major Street Approaches 4K - Minor Street Approaches "" NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroadaisenhower Drive—Resort Access PM (RURAL AREA WARRANT) 9/10/2009 D-3 PEAK HOUR VOLUME WARRANT (Urban Area) EXISTING CONDITIONS (PM PEAK HOUR) Major Street Name = Eisenhower Drive (NS) Total of Both Approaches (VPH) = 824 Number of Approach Lanes on Major Street = 2 Minor Street Name = Calle Sinaloa (EW) High Volume Approach (VPH) = 478 Number of Approach Lanes On Minor Street = 1 = 700 IL t 600 v A O a 500 a Q m E 400 0 t 300 W 200 a�3 N 100 L. O C 2 WARRANTED FOR A SIGNAL 0 ° I -- — G HR o 4 k —'- I —! —Ii I i— al 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - VPH —0-1 Lane (Major) & 1 Lane (Minor) --&--2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 0 2+ Lanes (Major) & 2+ Lanes (Minor) x._ Major Street Approaches aK Minor Street Approaches " NOTE: 150 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads, IHisenhower_Calle Sinaloa PM (URBAN AREA WARRANT) 9/10/2009 D-4 TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic -See Note 2) Major St: Eisenhower Dr. Minor St: Resort Access Year = EP(2012) Volume = 9,887 Lanes= 2 Volume = 733 Lanes= 1 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor -street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2+ 9,887 1 733 9,600 6,720 '' 2,400 1,680 2+ 2+ 9,600 6,720 3,200 2,240 1 2+ 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor -street approach xx (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2+ 9,887 1 733 14,400 10,080 1,200 850 2+ 2+ 14,000 10,080 1,600 1,120 1 2+ 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied xx No one warrant satisfied but following warrants fulfilled 80% or more.. 44% 86% 1 2 NOTES: 1. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. D-5 TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic -See Note 2) Major St: Eisenhower Dr. Minor St: ResortAccess Year= EACP(2012 Volume = 10,329 Lanes= 2 Volume = 737 Lanes= 1 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor -street approach x (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2+ 10,329 1 737 9,600 6,720 '` 2,400 1,680 2+ 2+ 9,600 6,720 3,200 2,240 1 2+ 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor -street approach xx (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2+ 10,329 1 737 14,400 10,080 ''" 1,200 850 2+ 2+ 14,000 10,080 1,600 1,120 1 2+ 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied No one warrant satisfied but following warrants fulfilled 80% or more.. 44% 87% 1 2 NOTES: 1. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. M TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic -See Note 2) Major St: Eisenhower Dr. Minor St: Resort Access Year = EP(2021) Volume = 10,998 Lanes= 2 Volume = 1,780 Lanes= 1 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor -street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2+ 10,998 1 1,780 9,600 6,720 2,400 1,680 2+ 2+ 9,600 6,720 3,200 2,240 1 2+ 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day 'Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor -street approach X, (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2+ 10,998 1 1,780 14,400 10,080 n 1,200 850 2+ 2+ 14,000 10,080 1,600 1,120 1 2+ 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied xx No one warrant satisfied but following warrants fulfilled 80% or more.. 100% 100% 1 2 NOTES: 1. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic -See Note 2) Major St: Eisenhower Dr. Minor St: Resort Access Year = EACP(2021 Volume = 12,361 Lanes= 2 Volume = 1,799 Lanes= 1 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor -street approach xx (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2+ 12,361 1 1,799 9,600 6,720 * 2,400 1,680 2+ 2+ 9,600 6,720 3,200 2,240 1 2+ 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor -street approach x (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2+ 12,361 1 1,799 14,400 10,080 1,200 850 ' 2+ 2+ 14,000 10,080 1,600 1,120 1 2+ 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied xx No one warrant satisfied but following warrants fulfilled 80% or more.. 100% 100% 1 2 NOTES: 1. To be used only For NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. D-8 APPENDIX E CITY OF LA QUINTA CAPITAL IMPROVEMENT PLAN The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) OURBAN THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report)OURBAN M 0$033-01 5 HIGHWAY 111 STREET IMPROVEMENTS JEFFERSON STREET TO WEST OF ADAMS STREET IN THE LA QUINTAI, CALIFORNIA LOCATED IN A PORTION OF THE N.W. V4 OF SECTION 29, TOWNSHIP 5 SOUTH. RANGE 7 EAST, S.B.M. r4 mQ T Rrr trocory—_ _ T PAylNG NO3F� 1. wa+rll caeca rwsxe, aorr rw wzmnrs. awl. ¢ IIGTAIID w Tn ul nv .as esszers .rrz wiz wax r,nr Rrowl ,o >K a.rowo aceerlurtae, nwm a raaaw�• IJ•Z mwx come eo.(12n): eo ro-lo S. µ'AT awL a.'•InP.rl TL IXCfF1�4 r+.u.09� . rtC.G aKrag- +W rnL a.C. LeZ @W[. r •wed iO4�Celva•uhx�:K-.:.WW VRYti�NP�G. %-tWa®aeve�awJ. 4rPr�eo-n�„ um testa A) rlc R.¢ a' a.1 Hsaav:nKa. a- ICRlwroroa.rs A.r .atl, IXm Iwo tWxo,Oalr, svu pow w wrw l.. rwru strsncraRr ra Tx nr- o,oaRn,. uc TIM •le••rIs11 za�rzm m .e.ICK . Trrc, ezRtrNc..aRcrrc.LLr ncwlw X W Na W:.1w PiFOrFF.l11� w,r rhla SV, rurtNo. IORK. Ior.RmwT. ♦. N1 WMCIG .N9 ML LLI FRYL 9nru FS Ao+s.Tm to f IN - afrOC ARW PAw�9Ir f16TNUrew T [rMiLrm. � �T �6GY �i: p ¢AWG iG�ACS1frT�,w 6•� �b�jy�filD W oN AS I R`�LT 5 M aun+M )). Au mspertw xus awa. ¢ rt:rar )ossm ro Imom w IAIWiwG w� x swt[ zu.1Rt 6 wawaaG tleT IlO a•J� Fw rs ue Ire rurvaw¢ w taRr IRe lnortRrs la aesR ro ¢+uaws xa rKrvm. ,r. avlcT:a. nnz� oaswtc � r... o-� �n fiH�,v, wrL'peL ARtiwf Lti)rV�' :.n.AArr,, :r t. ice) Nwi, mS•Fa IS RM1lp:7•Tti.�>�� A.�1C GaR]+:A 9[mBaMSnecfRY R.s t �t.+r�aa.s:w•t.)or rawa.n lgea.wwL'.rt�s. rc.oty �s M�a. rnC:zc x�c. .'.rm4'(R}RCS �ffil.1Q ReiuNn,.±. r+rr�M.LU WOI. KLrt®O�+.G 11. � X a0.. rICnYX. wG 91A: �16r. ,n dY. d•ditt� p BYO �h �. e.PwCn tP. A.WmI �wDre.. RanaC RO �YmiU. ,T'^•^ n ec �rtprlec. w. awl,n raw wrolw oaunnc na maR m Rsa«mr s mrrura Daws mc*✓a. )osw.Rr oarRn¢ mews aau ¢ rw+Iae In trc QMRAaw m IRcwn Ivaua zr>aR vro c,w¢ w .n.me rwrmr. s rrE Qltmnm alae Frons rw I1wWIa Alo rwr cirrta 1r.N vro tJnmd Rc lca:c As rmu� m 11cutt A'AQIID r14TIK aer Rill¢ r1w. INDEX OF SHEETS gSFE DESCRIPTION 1 TITLE SHEET 2 TYPICAL SECTIONS AND DETAILS .-S HIGHWAY :I1 WPRO'rEMENTS 10 DEPOT DRIVE IMPROVEMENTS IT STORM DRAM! WPROVEME.Y]S 12-25 STAGE CONSTR IJCTION PLANS 26-29 SIGNING AND STRIPING PLA - IS 30-79 SIGNAL MODIF+CATON PLANS Mlll Ap ' BN P624 I.Wi* OF 11c.ati..ag .,�... • ....,y ..-,.,�,.. n m.a l..•ra CITY OF 4AC.4a." , CALIPC. e N E e T IGH y/�,A.l-�p,.4 7.LII�IVL DC GMII69M ItA �S 6:'!D {W aI1try '•^� Vr- ll. nw Rlwel¢ 1¢ m10.i, IK r rHc.roie sua •4. c. ,..R ocumnw .ne,z '�. HWAY GORf�OR MdPROVEMENTS n„ 'fa2YiLE mnn rra wd a' w Inunn »u n Rr a• x- Az aaw w RKI r�2rH¢c Taro-rn•-:tm R zm-M.a.IR �or,aMt�r.tio ,..,.,..,®I` ..�� STATE HK�-lWAY111 w LTL¢q SNQi. eRwocar 11fl 1oxi)naWr , ur: r>ar _- t+sr� v...C-..o.,... an ^was Aru.,erTrq tAWa aFlw �Rc s a Imlmm N a •++•• _ .,. anr. imiTE 91fff • YICWRY d ft♦m. MAP • C%8UL NOTES .r.•y.....,..r..�w...�.._._.,.- _ .-- _ -. �iti_Z _-- �- - - - - - —'--- — rue na m N j m HIGHWAY 111 STREET IMPROVEMENTS JEFFERSON STREET TO WEST OF ADAMS STREET IN THE LA QUINTA, CALIFORNIA LOCATED INA PORTION OF THE N.W. I/4 OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. M X iu uMi SCOnP.}�:f 3134CHMARK- Flat PD -2.1 a w¢ua< l6/.I YM:I I/i Il. RB�Y11®LQ QWl MG mA1 O• at Yaum ell N M aA�IYN Y YAb IAwC YP.o1o:a SPG,. ATlaanrllr0.S �OaIL Y41 [n0 gEll. Y 4&24 PAMQ NOTES t. aw�T cootie r.ww. ori ivn wrnwTn. �uu x l.mr.uxn lw rm (x) w � fuY¢. nrn Yla Lrslws r,.i LvroLL m x w.vawB s¢Irlarloc, mrtv w rouarc swot emr¢ 11IDD1 cD, 0alash mx). w m-ro AA'i GQYB W m -b T f9lr'� —9. R —7c rYa^y1].T.. rX C, iK�r.`+. ye n[ iL a x t4KC. if x• DWr:c rxi w:tn Ow :S 1C rieAr N.' yatx PL ]la+ r[T %T�:6 C1a5Ntd aawa! a•AC -:]-p• CifArLe v XL'MA OckZ d' r4 :'Fw4rq iF4fW1lD6, M1C LIWJO �.1 '+wl aK Wa4 OFA wb .rA.aa aT pC ra1R l 9.: Cw�cM1,Yo. a. Ia anvnAa .'nwr .Ow ueal.¢ AeRY GSt ern .au P.riP: rw. KwOR LrCd.�tt4[! m K CrrT p .O.: Pnti'IIgETlA! pu rp?ti. auuws P1 .moldy A V{. mol, +C3a[TL%�a" • l Yc t�am�� pa�n�b CxY��.A/�04n° r, ar.... Sw Ctlrac, ageay. :{riKiOGr`. w,.ea ..a •,vt Aat xAurz aau oc wuicP m nruL � .nu rviraQ lrcrvaaArlw Is 6A61AS OF alEA191402 ac rcwPm Pm roc uc mp uvw K �A[Rl�f P M46 MM[ aUc . xMfi, A.O. LAir1 m, wID Y:a ova ]aY1GLx YniOI LAC 6 PC A]IACi W � o. nt Aulo[P �Y[T R C.Crm GLLT P ALL P1Ai. YO. A'n ®i15 ou¢1AA w AW .G • IC1Li 0 1K WABn avarlw. w'..urc I'. m ¢ me m x zv+snnlw v Pc uir owwml. n. ,vi mrwcrrol.vts zuc� ¢ rxavar r m rn.uxma w w�.la rrw Ac :r.s rwri ar wwym:lac. LIwAs..rD ¢Y!(6!w r¢ W IIC RraYwo: � Aax INV rwor w wxx m FLmBWC rNf IYLY�. o. �YAE1a A�„ML".1Vni WL Pwl �� ' SfO:w a Wqi[ laLllveR OISOYA< ILIMfLLilw SCiw lei"l ONO.tTA1 oallF fold aimT of artAAr-1 Rb PC+.xGA+(SWSc.1?4 .f�L9 /'eT-*i'..'Sne wml 1e4+�.w �lwauw . +V WVx}iYs� CMIlmYM �O IDY�a .nra9Ae ]yf� ^•, •mss erre at SOPY u1C. Oi i1Cww is Yrca� Aq YJ ai AS a'a. u. aw].^c aAL: x n��+[w ac uaomr+F OAwea ADracocc x:�r..o �a+rP^a:x. �asr caivra, ac aca.�+Y>rr.� rt sYx: mvr, �oawaa A11A:'aa yyp4P a aioa. f4hICa:P.ra'v w]trCPIW 1P. A5•t#+su, mss m x r�.rcYiene: ! � �®w x mmuow�O' ��mwr�aw�..[a xow.¢ m.arm�i[awrr. m,wwn eww¢ msa 15. D[ rnLW.nw wu A'SY� WW oalw vra D.BT mma n.w xn Anson Pe !(nal6 L aFRlPZ'n 0 GE un NrAPM➢NJIIK a6T aaaln ML "�' • ...o..ia.r. wno.na, m.oa.aue.. C" OF LA n•ua CAI# V: l SAA [L r �� aarorA+k� "� IQ. H10HWAY CORgIpOR IMPROVEMENTS tF V .... ... STATE HIGHWAY 1Sl =Z5TSHt F • VWTY 8 IN= MPP - OEYVX NOTES r.Y_ 2trLl.a _ RLE INDEX OF SHEETS SyErj 1 ncScrSe IPTIc 1GLSy TITLE SHEET 2 TYPICAL SECTIONS AND DETAILS 3-9 HIQIWAY III IMPROVEMENTS 10 DEPOT DRIVE IMPROVEMENTS 11 STORM DPAIN IMPROVEMENTS 12-25 STAGE CONSTRUCTION PLANS 26-26 SIGNING AND STTL NO PLANS 30-39 SIGNAL MODIFICATION PIANS "�' • ...o..ia.r. wno.na, m.oa.aue.. C" OF LA n•ua CAI# V: l SAA [L r �� aarorA+k� "� IQ. H10HWAY CORgIpOR IMPROVEMENTS tF V .... ... STATE HIGHWAY 1Sl =Z5TSHt F • VWTY 8 IN= MPP - OEYVX NOTES r.Y_ 2trLl.a _ RLE m W w T1s Y rayl —, 1 rb' aemn4 '-'V � !•'' R 4'.'1 f •.Tsar. HIOHWeY 1'11 -MEDIAN AIIT10i STAr1M 866.78.22 - 871x4. DD r3]r SCALE a 1v ] IvaY1a: + IyAY T K'I�...:'TATI�I IgAl3.f4 - eYr�30,G•° rAr TO �( RSI I,$ w I 4n.E F i, l4aarefay lAYOQ6 PxmE HIGHWAY TTT MEDIAN BETr�1N 9rAiIM Y88.30.02 -1591,19.36 WT TO :wc a m t .Ase a., ;; ocmaa ] ias.cai HIGHWAY Yfi � MEDIAN BETl STATIM 892-Ba.tU - tl9Y32.2.L' Nor To r9 scu£ all, I f a fY'.IIIW I s M'A11:]IS HGNHWM 1.AAEDI N 81 3 - 806+01.3/ NOT TO SCALE a Iry 0(t�Lw - • Y � � I W '�'� ' ' V M1Ut1f HIGHWAY TH - MEDIAN BCTNFIIi STATfOrt 880.01.34 - fl97d87.79 )m To SCALE � lsl MlTyaf � - P �a HIGHWAY tTT _ MEDIAN NOT TO 13C7SCAL.0rItl09«46.9D - 901.`JI, g2 TO AIL ��a 111 11. J1 3 rrssaa L HIGHWAY T1 -MEDIAN WT TO.nf CALF 901«59.82 -004,.1 .a2 NOT TO SCALL a lfl I rA. M HIGHWAY t7l - MEDIAN SE(8�4 STATION 906W .00 - 910+93.00 NOT TO SCALE aril r. CCaT54y � � . ryy»Lyp�]T Pc�.aID4T a1 Ym•% f MHIGHWAY Tit - MFT71 AN OCTWQII STATIM 913.19.50 - 917 it 90 fai TO SCALE 80CMILMOL 13M 7D 2a 1 HAW OF BEAFMM RT 9�leuaz OC aAEl699r slc flr4�uu O 1 ,/,' I.r. nr rnwa lIE mma 4r vur,.�olc clw DEAiTOLt>~ E ; awnMTr rw Gar r a Ysunn uA x u• a• a• AT sar a rAw IT I< IY— P WIC µa.1 Ml. ]Ya Y.Y. mm-.. slla Y9 fTOCm s19aT. [01198 IN: yL!C EaL eINOAi ovc volt OY arla 14[ ; a Blmaim rµ E ElEV. - 48•p4 Al C�O�S'T89UCT30N NOTES QQ aysrBuer e• aw A 41f mD1 � u aAnflu suyoxa ro. xw. ai DO60oai a' 1fDfAH Ntfai Pqi 1A ayNfA srNaNG M ]1D. Qi arcrPKT Y k (Pa iPW AaWyl) OfDI I]' ¢ws; ] AD. Q CSPA'TC! PJI'Aa[ eAbC34, Yl:rlra Qi OALIyJC.SeKi#YAIIC+n- Qe averwxr 0-.M 011e iC4 u PMMA sTA.aydl ro A,. o as me . NQ aura u aw . yT— 0. tl' aYNa u0 AC awa.Y (Po 7b -NI A9ANLT). pi wessneT YmVN Dnilon vu RlA1L 16aA p —r"T B- t DIK 011e M B A W, CDYIh siB ro. xR. p mcnafcr rns: f t sumr w�. ® +++CL Ab IC.O.t YIIL'M L/YO'.G�Pl+0. p osrsec .• Y@f,» efo r3YAu Twea. �IyEyaa Ay 31s W� f0.tC fAYJB b IIX rysoae� e.�~ a /_ d- iuOFTNE - EAST WID NING QTwTO STATIM 70.915.1! - 11.71.02 H7T to SCALE a+a a m R w �yTM ,TOY fA.bAR 3 'Y+i Fal Nos fml Y U1.9-71MaU1.9-71MM sx T rvirx-. w Tl[ LiFr :� s pus p4T HIGHWAY YTI - SO1T711 WIDFNIN('4 STATION 882.15.17 KOT To -888+80.7! nor To scut i f1T IX 0 1W /QY fII T IYIOIaII l N[ /IEA � ImUN IX 1A+lCOa% w r HIGHWAY 99a _ NOFfEI-! WrnENlun MTV' STATIM 874+78,84 - 878.16.01 PDT TO ? yn I7Ir• Y m , v4100-1 Y dI wr' rm .las a IEarra mr-fwcnw m 1rPmns a a In HIGHWAY t1'I -MEDIAN eErwTON STATION 918.81.01 -875.09,62 f87i TO SCALE F�IiSlIkl/f!Y Tn nT agpH W D:ENIA[ I CL7}ml :TATIM 889NS,2A - X183..30 107 r0:cl" MGM. ImIM 6lNlfa 9A® r.9on m' � t7c nAlc. MEDIAN OPENING DETAI 'I',YY N:JSO'iKTA /e.+GNd+b OF U OUWIA.ON3FCA'N:A e H E E r KGHWAY CORPIDOR AARNDYEMENTS 2 �,1•"--- STATE HN,'FNvnY m =�- I. • nw MKhI SEDD0115' DMW CLEWS c� a to 4. 1 l Iaa1OLT I � I u M1000 HI�lA�AY�- MF�gN STw11IX 9I6•W ,62 - a3a.T3.91 NOT ror T9 SCALE �� w oafVousxl PNb rct.++ F�IiSlIkl/f!Y Tn nT agpH W D:ENIA[ I CL7}ml :TATIM 889NS,2A - X183..30 107 r0:cl" MGM. ImIM 6lNlfa 9A® r.9on m' � t7c nAlc. MEDIAN OPENING DETAI 'I',YY N:JSO'iKTA /e.+GNd+b OF U OUWIA.ON3FCA'N:A e H E E r KGHWAY CORPIDOR AARNDYEMENTS 2 �,1•"--- STATE HN,'FNvnY m =�- I. • nw MKhI SEDD0115' DMW CLEWS c� m w GENERAL NOMI (Al I STADES): I ANL TSALC m�c..bn. IoW �n.c nw� aWsar: �.:.L m►pip� ro n¢ xaw. �•'�^••.. NANuxL Gr IwrD+WN '�N'Ix cxara aDvt� (cIN1W� NAS "Wt's CTNgAAOP'-GUt.. 7S(YV:..".f+l. l.'. nli0 Tt 2 ALL Comlq R0 S".0 AND PAWIDR DEIANFA7LCN SMALL DE RENOYfD PPIOR M DIE START DT VOW IN EASEAMS. S rl: AAWIOIT CCtACe:w^. tic]la=2p u[ TtiDC 1:d1:�.8dC14t. RAMS SILILC bC FERN -M N: PA'dSWTR W-S"ION AS 7NCWR Co `.K 'JOCMC A V `WYFpI.y )7.Y A AJ. STAR¢ D]NSTIOdC+l7N STIAWa ANO NA =Sites' BE PAW (2 =O m D4 COAT K PAWR SNy @AWS LCTW11 a ADL 14 DAY.' AFU MFS rIC-, iW'n tf]faPARe' TAPL SMA°.L. NOT R DM S LAW ADDIS SMALL BE A T2 WIAKLU UNES OAFRE NOTED. B LOW WS OF S1O6 ARE MPROpWTL FWAL RACQIEMT SMALL BE PG IME RCOAAaYATIOI W THE WAIL TNM ak 7 ALL LANE a== FOR CONSTW=ON ON WGHWAY TIT SMALL BE OUWW AKIN -PEAK "DAM ONLY b FLAGGRN A' TR B IE SI INTO TIIAF}1C LANES SPALL DC OY DIE U'S 6 FLAgOR AND APPWOPRIAIi Si E A.s OYECRD IR DME EIiLYtDp{, SQQQESTEQ CONSTRUC71ON 0 N •F: STALL IN LPMSIROCT tlWWp1pIQ.'15 M XC51BWWp waYGY III APPW"D" DEPOT oPoK NC "E PAWLS DWVs —ZE M RELQISOpICT O101a ¢RIG AT DEPOT OIdY£ (NONE IA1RN ONLY). STACE 2. CGHSIRUCT WPROWIENTB GH C•ASTBCLND HW"Y $11 BEWAXW LA OVWTA OAIVC AND DEPOT DRIG STN.£ M IXM7II U DIPROYPMETR9 M CASMW0 HIGHWAY III APRWAQW ADAMS 31RaT. MM 2Q RDIOK UMM AT LA QA TA DWYL STAGE 1. CDNSTNDCT 11M" Ic Aun DIPAOYELQfIS BEiWmM LA OUINTA CDM OEM£ ANO DEPOT DWIC (WOR WOW{ ONLY). `TACE 7W CONSTRUCT UDX M ISLAND WPR94UDMTS BETWEEN OEPDT DRIVE AND .FSEIRSON STREET (NIGHT - W{ ONLY). STACC Y. PAW ENT CRCMDWC AC OYMAY A SLURRY SEAL 24AL BE PM CALTPM STAMMOI PLANS FOR SONaE LANE aX IIIE (NOT SNOW✓). <4> <�> fz-�-] ® a ® G-0-4 =XCA) mo -a wfRO ID-1DlO oNNW WGN7 o -GPI o-lpiq o -m sa Aaue NN -T. F><9> �0 k s1I IB -20M) 1 AP-" co--Qm aoam a ..rr Ma}a arm ! FGEND: 0 W AL= immmOOON ®-ONOWCUON AREA CON. -m 1C lw MEA (WOR I— OAy) o e�ccxsa xAl� CNAMNQJ= (PORTADLQ CmnwicrIIOM SIM (1 POST) IK TYPE A mam-Aur CWAIL SQL AS Wm) m TIPC IB BAAW64C CAIN SCM AS NOTm) QDOSDNC m — (120 OCSPNO LMP DIWZN90N 12' Pk]riCi9 :ALINE O:N¢G� TN DOSIWO SIGN M CALVIAMS TRAMC MANUAL II.A:JU IO AWWM 90N OOARD (FAy A� POETABE QHANODaLE NESSAO: 9G n INSTALL TDPORMY STAWWO• COIIS'NWCIGH SEN ANO POST, B.AWOCADES. LVNFS. RULMTORQF -DAIS. FLASHM AWWOW SIC! OR FORCAOLE GHMrrAmE NE4AC - SCN As Nom Q g 9 ARD SDWANO PLN,G Im ICICI I JN ON NIY0 - ❑5 NRNMPNOTOR DS.L **-'*MTE tf'el[ 3W FOA qr RQCCADON M RCNO1'AL Q COMPACTOR SHALL CONTACT SRBPIE VMSIT A49MCY (7HItr ]N}gaS,) RIE (5) DAYS W ADVANCE W ANY VOW ITIS" A BUS :TOP. Q PROIBIE TELPORARY OOYDWAY ACR"; DUWNO W1KTRL=QK N�I� *1 I I�Ya � �Xd PP+r. w. rgWA Wi 08033-12 f r '-r wuI[yryJ L( YLuaw OR C NW7E °BYS LANE LWE ND SNLc CTT d LA DtWETA NWr ON No i tagoWaN t�a�EaTe� �,pl� � .- S..HMS�MIC,�- u +� m tr )ELo auk L q 1TA�E t xn k %RrwTd ✓a LW Prwa SC -01 BEW4 AAAFK HM PD -24 BABTB OF BFAVOGM .,..e.,.a rnolA a.WA CTY I +i 4iLT' i C1L¢(}LV A SHEET I' �i;� m 1 kj • U. NM CIMM s rTAua Dal N:mr Nx um ua. .'lr.�,r.e,,r .w-•...e.,.......�...•r- HIGHWAY fi SIiI£ET YPHOVEAIENTS "12 1LAL'R7CT-PYEY mNrt r.�c mr a' a Larwrt STME CMSfAlCnM MID TRAM HNOLM PLANS � $ a a InomrLmr WIES xIP¢ - I.No v,muo.a.er+. r N07ES, IEGEN6 AND DUALS L-iDYr•'�7 CAW +5 [+R .'+"SC.. l4 l¢ OQNtlu LTiNO xsw� ry�r.WA. tirrr.. +p Ax*b.wm L wM as N w'Ab•s7' b. �sFp /e ELEV. .16II/V NrGDib°aIWG4.:AG.vaOr"..^ R C 1 1 2 r O E�'� PAO.FCT N4 20EFQTA� _ m Y C DUNE PALMS DRIVE o-lfml c zr A, HIGHWAY ��,°� x � � � ,��,�r, HIGHWAY 111 �_,� � . � , OKI. Olt Jae`7 - - - - - -- - - - -- - Cx7 kL57. 0B t WrIIli i fA1fCV �� _ I� �h 7n•1 amo fat 4 - �,_�r-aor.-lr— c1 C7C �_ pt7;:� �I l�irF. OJEY CNE STAGE WAY BE DOW AT A TUE. CDFLEIE OE STAGE BEFOE STARTING THE NFJfr. BFNCkMW BAI PD -2-1 BABE OF BEARNM RT rr�lt77m. a .s von rare xc om w core. r Vi rr. nxxr�ra 3:tC. ;C7L k7tBE mum rw m.7 r Ir reuos ra. s x�n.mase.n.in/M4 ,co -r HIGHWAY 111 IR.® Mr tlo l 4'rWA �.1 — ------ Wimf — --- l Yg1Y t� lA ClMtf �A STAGE CONSTRUCTION GENERAL NOTES: o8v3 STAGE 7A ra stwc m,cawrczrti oyer,.[ nvca rrzaa .w reowcocrr worC[ at: aeT :o -a. m,uc so -u r'.w - SC -02 a rtu OI1Y CSF CA Ci A <F^ CAEMEN S B E C T �'�� . ' • a..... • .....s..r. R q HICkiWAY 717 STREETA6PROYIAF]df5 13 c reuv[xrda a.w. "R.r .. kC ` Ma COWWJGW AND VMV G8WROL7GPw7S A+¢r •. �8$1_`we�..,c STA B94r00 TO 871.00 4�@ PROJECT NO.200F07A T _ JEFFERSON STREET yr I 1 I k19 , i it xw r IY yl� 3 fly Y a,I� [ HIGHWAY 111 - - - - - --- _ iS] •b RO'i O/gyp MT ONE STAGE WT OE OOE AT A TLE. CMM LEIS CIE STAGE BEFaC STAffrjw TM NxT. I IJIG+ BM PD -2-0 8A8$ OF BEN Wy V,'I.P. Yp MWd¢ nlFu9 Yv'N kLAS TaLz 5� y.r.,K Wwa w n 1^104--3L00 ac.�.�'.=— .�...rc n .ua arma� mm. m �•.Y� 1W � N q'M'SJ• �. ELEV. -4a4A 08033-14 SC -03 DNBEr 14 C7Y d LA A.RYTA �Z PYn �.tNe III , ice_ ~�*w1 STAGE 1A STAGE CONSTRUCT{ON GENERAL NOTES. $ cmdrA 4mmAL moTm ume mD CONS7PoJm" RDFM50.CMWW, �-• • •. ^ ''� � • m.v,..e...CITY OF LA OIEET warmAv m sSaEEG uArRovoAfxrs acwrrs. ..3 uD SPADE CONSRi=" AMTRWWKgIDLMRAM c�o�w Dun_ • mr�,nra.,...r� STI. 875.00 TO 888+SO 08033-14 SC -03 DNBEr 14 m rn 15 i uJJ ..ew r 4 lz . "�" +>N((. I C HIGHWAY 111`° °�•� -�.5`inf �=—_--=.s i -9f--- 6 — t � N4 aw • cuPaa ry 0'm Fv4 µy'+PF � �avE C , �,,,u wP9 ¢ISL W b•1(6Y W WT rw 14.7 -� _ 7 � A at Ec JEFFERSON STREET I= DOM MEmp.a(.WLw c � y�..... a;� -.— ^�rP � L' • qq � � C � � ,� _ A`� .. � i w m1CW `....' Iw HIGHWAY 111 ONLY OW STAGE MAY BE DOW AT A TIME. COWLEM of STALE BFOfE STANTINc CRYa �IXAV4A STAG—El 6 hE NEI(T. STAGE CONSTRUCTION GENERAL NOTES. t rt+v�ia � s 0qY° &Nom. ueao Ano wreswuemart SC -04 T BOC-4MABIL BM p"-1 , 1A8(S OF BEAMM 1 •�•••" - urr a.�w. MY OF 6A GUW c -u: ttAIA e N E P T A WGHWAY TMl STREET OAPROVEA(EMls� y 3DmLTOLi€EE mxn uc mw.• a u.»u ua n ....... ,.,� 4 u STAGE CCI TR CBON ANO TRA RC NM "PLAN eance.:.'o'.,ma gg MSW-xxY-uWSTA 885.0070863.50 B.EV,. 1d12ta `k T LA QUINTA DRIVE � vZi[ �� rti••) c w�r-a txur.ri¢orxRoc r -� HIGHWAY 111 FIWO) DUNE P it DRIVE HIGHWAY 111 08033-16 ate. {u•) OWMM•#fNL p i4] = RrrR.r) FIWO) DUNE P it DRIVE HIGHWAY 111 08033-16 9 OWMM•#fNL 77 9 m w C HIGHWAY 911 mba4w = a 1_; m+[cs7/e+, J [[ p••ir.7,..�o-sWy 'swc :ar cc wt•eRW r e ( PIIS `fir � �.� � `•� ,.,.r ---- �—_fJ/—'_ �—� ��!�•«..t��-..`�— . —..— -.a I tw; .— _ -' - - - `= TV _ _ - - - - .. - - - - e...� wr O Ssr7 -' '- _ w ... - - - '� -- SM7 a n.-+3 r r=^ aca.ru _ �.ro� s.Ko r..,✓----•-- — -- .�=- rte. -7 _ — — - :+5.`w- 1 UF � � r 1 «�cw�• fl�w� �wcxrn �v. �i .a. & �7 D � � EM'� ---- b �7 r I } 4 CC75" [I :w axlmx say - ONLY ME SIAM MAY ff Dorf AT A TUE. OO FLM Ere '57AM DEFOE STWTU& STAGE CONSTRUCTION GENERAL NOTES- STAGE 2A eounua a 11E 7fxr. ,. �„ sax C=rTM=W 000" liM= Ue AM roii� Mqn NOBS s>: &7 � =-W. xxc ,--.o' SC -OB DIC��6RT a� BN PDzd 9+VriG OF BEAFOM ry AGF 1A a-fi : DrA_Tue mo=- Uw nt GE IMf1tZC110tQ wtC A�Or[ rsw>mrusa.0 LO/tyL:iSl110 rww>r. ww++A. �� wcuW:V-G.^.3firit NGHWAYTnSWEETT $ SikCNRCNANM ugym, 5Y L17 �o ora a.n. r"`'� +. w w..� STA 966+5& TO 87J�00R. 'rra°'�c r�'°w m co•n's�^ .. LA QUINTA CENTER DRIVE Ifi .II HIGHWAY 111 coo G - - - - - - - - - - < Rg "I .0-4 0, il Is I r ii ADAMS STREET 08033-18 SUL OILY ME STAGE MAY BE DME AT A TEME. STAGE CONSTRUCTION GENERAL NOTES: STAGE 2B�, CUPLEM QhE STAGE GETOM STfiXlNG 1. � �TAX CON -M CIM GDdF.AL W07M LC= ANG GONSIRLCZUt Tm Nw.NO7LI W-0. SC -01 OF LA 4HEET BENCKMARK, BU PD -2-1 BAW OF BEARNM H�2WAY In STREET MffiOvEmEmm L=Ift - I , 55: 7X 18 STAGE CONSTR)CM8 AND TRqM KWI STA, 934*50 TO Grg-00 9M. 4al24 C 2DOWA HIGHWAY 111 I �u CC � N f -r 04 P- LA GUINTA DRIVE v5 -5-i-5. ^^ cv:,'"I•` �' 7b{ it Y.w,c¢. y f L Ta 7f _ pt � e.•;� : 5t; `w — — _ _ _ — _�"_� %� .::n _ _ __ • -- = • t _ �i . ..... t.. s. �'Z oa L c :S`=• Tsotti'f z y. _ M.c. a r fQ 9 A c, �s1 tM„..ovar.b r.c rtt wrw.oa J i � S� d � r - JG i E a 7 1� arc :rte ,•-b - QlY ME STAGE wY EE DME ATA TUE. STAGE CONSTRUCTION GENERAL NOTES: COWLETE ME STAGE PETGRE STARTING STAGE 2Ci a >_ voce sYAM C045MCNN GDOtAL WMI LWM AHo CMMM,c M THE IE)CT. Hoses = au>Ec SF . - I SC -08 5 nz�r Kp�� ,N u,,. wrsat i IN' Il. 8111 SI W61S a � HIGµwAY 711 STREET 1tIPiiOVBAEIdB - �1YLlL7gL3.FRFS mrm ua oa.i a . w.ar a - ?• wtts e.Frm .++'w we z 8 STAGE LptSTR1CI10N M16TW:FRC WNDll1D PUNS aC.7R_s>eSss ,y, y1�l1Y�Y1F-7dW unc maacria Qgra.ia.c t f`1'iJV wa ma spper- to ,ry LA QL9NTA DRIVE rrx ra yy t�a;.K vnn mEIEV . 4&W +m.ts>icrux t" 2=wA L N LA QUINTA CENTER DRIVE HIGHWAY 111 - - t W _ Y a iw ��y�''LLn k�f�tmt M nu txia. oae . wrrtz J (LAW Qe=) � � Rr6HT ADAMS STREET A nla�rAY Ill SLNe aam? (Lor RLNE Lmr vm ll`r 6nlaEic" =IN oa NR Sta E l7MIw H= filmy lit E rT na Exisnw aYr I Ar -MA Dart. 1 LA OUINTA DRIVE I l I I I I '-' tM HIGHWAY 111 c ExEa. El]t A acex _!o _�— `�ir1li�llwE WP wM* 08033-21 lC`�r/i IlO1�OK� Ei6T. ew 1aaN1I '1W9W71ri jg �"�"' 1~ ' � �7SIoi� �E rr�r.ImA mlrana RiIIi. 4M �CiiaJ yIij) Lr/N6IYOLY: t0.WATllM �G] � ;:�` � � �bo-t m`aYPB. �� ONLY ONE STAGE WY BE DOW AT A TIME C39'L.EIE OE STAGE BEFOC STARTING 4H NDIT. STAGE CONSTRUCTION GENERAL NOTES: STAGE 3A - Ham '° L Nolp SEE 91PEf sC ooN L91WAL koiLX IFCAb AIO CONSR3IC➢gl pw akm � 0 4 V Lii'f rJ NBLq:i�A Ewe,7w MM1 ;c T Nv Bklida411�IC BJ[ 1fl2.1 T�TIlzliL Ip. BASGB OF BFNiNOB: ua wr wca Yc o.®4er ...� ..r.... r �.«r ' i ""'i" w'wrwa..A I CMV OF LA OL*ak CALSDPMAeNERT 1 ,KOM/AY 111 STREET 0APROVEMENUS A 2 i iNALT1Y1 RP$ I-yRG•^ni 1KRWM N' 41X414 4W1 la mwa• u Ywor 4i YPG NOIC k a y LW 1P]LflYL �s.eo..,n. Ga1Yr•�yY TYtfii wu.a� MMY.F...-.><�. � .. 4 L8 SIAM CONMACMN AND TRAFFIC MONO" PUNS -� � ora 1 yp�Rry. 3 TPr 4fr NO JJIYW,SWRY IX NWb'�]•r. • mae,,/f � •-• � - �.,•,� SIA. 9TI.00 70 888.50 rrawe Teu Oa ..� R _ _ L ee6 _ DUN � nrS EyL4. ap Ams�t � �i rN:s Awne4m c r r A DRIVE HIGHWAY 111 bal -r--^ ��n• ra `L � y, � �-� a�ca ors. tt,..aera �- --� _-•.rrr i DEPOT DRIVE N[ptl4: 171 COtLY ,1, ( _-� (LAW CL®) r -1 .Y .jr Y 1111'eco.nc srr. ... T •� _-_ 1 -� " r--.wiKc R r-ro ,� aa~r arr C) " ynL ,n` y JT�L V V ,^r U V V F � i t 9 I!� 1watD rwl.M �xAim HIGHWAY 111 -�f ':�•.. avc -r--^ ��n• ra `L � y, � �-� a�ca ors. tt,..aera �- --� DEPOT DRIVE N[ptl4: 171 COtLY ,1, ( I (LAW CL®) i NLAtE m R } R 7t10It" LAWCiD) k.+ C) " ynL ,n` y JT�L V V ,^r U V V i 2XuQL.Z:2 STAGE CONSTRUCTION GENERAL NOTES: cicue TryC Ie OLY 01E STAGE MAY BE OOE A7 A TELE. CMUM ONE STAGE WORE STARTING bC 9•a r t (at SPACE COLSIBUC?IM MM4kL HP= LC= AND C0NSWU=9N M 2AlE NM+lCRKk& NAIS THE MXT. M= K= M= = 91<ZT —01' m✓NIC frxL I• -.o' i -i I r I G„ i+ At'xWe'tA WK HOLM OW DOM II STAGE 3A 08033-22 SG9T _ B91Cmuim BM PD -2-1 SAM Of BE RNM waan My F LA C'„p:A OA1; -M. ON E ET n� x ILS � �..s�.� 22 —tm i V,• tr- nm wwcix K '' HIBHWAY 111 VRZEi Bd?ROVELMB 8 1400-227-2PYE mN„ uc mx e m Hoar ru n • a • oro..o =FEE, 1 s a ifC ix�rya v mu3 utas n yY� .u,m.r bTAOE CONSTItl10IlON AND 7NAFTIC )UNDl1t HANG 1�6fJ-22'b.�p0 aD.61COa54.W.Im A rit n t �N Y40.T•M li rwm• _ K a �b.� �. .. wA.. STA 896+50 TO 872.00 � M, ao .aws m N C DUNE PALMS DRIVE JEFFERSON STREET •r I' ul� HIGHWAY '111 i5'_'; wx IOU@ Kw DATM - 1a NXE Oa,Y ONE STACE MAY BE DOE AT A TBE. CUPLETE DIE STAZ WOE SIAKTINS TYE IDR. eEt+crunwt: ew PDQa eAs,e OF OFAreNloa 1JIV^'�iYAl tl:�lpl� � RAYW 9a11��CY.� � ILG I]Ot 1 IA. IJ. AM 9M1OL� 61A. il]i1,R88LY mwrt uc mw e• w �,ar [uv S-�D-22:'-2600 N nc �avmira v qua wat �. uo.urv�me. n _,....._.�_,...�_�_...� 8"..43124 STAGE CONSTRUCTION GENERAL NOTES: L Fm 57� L061R1IC110N COMML NO1ES, A'O G46'IRIICA011 CC �Na�yLTfwG �� 5633 STAGE 3A v... ww C" CG LA Ca.SKb� Cil e^ HIGHWAY Ul STREET DAPAOVEMENTS STAGE CON613CJCttON AND MgM W OM PANS DUNE PALMS DR.: STA 22.50 TO 25+50 F➢CJiYVAY T8: STA 872.00 TO 862+00 08033-23 SC -12 m N 08033-24 DUNE PALMS DRIVE c 4+rW HIGHWAY 111 :-� is t ca)- - - - • - - . • - ` - - - - - - '- - -• - - - - - - - - _ tu•) � _ a+.m rs»aa: �' _ •C+��i,r�lu7 �.r,� �nrM � � - - - - _ '_ _ cx•) a - - 7- Cc 4Q. - _ _ - _ - _ - - - - -- - - - - - - - c�i .'_ � � � £7 [�j+ �� j 'tiaAa• F 44 [ ��} l.!`%m'�.�7 �oa*xa 'vaiF yo- �).. ,.� � as:tru sui+cr•� +wswx� [ DEPOT DRIVE HIGHWAY 111 AL � _ lrr7 �_ •o-, t �"� .7», t } _ _ _ _ _ _ •'- _ _ _ _ r f � � � ill �� +C ++0r�n.m©pppppp��CC�� _ _nCMC,'•!]_ b 4» •, i � rm �r_-- :�c.s•Y�-- �s,_ - tom— - �.�— -- _ - - - ---_.. _ � = uk;w_, CS _ - s 11 1 E WU —e FLA. 3XAlMm a� �� _ � � � w1y .�_. 4 � �� + mwAV�SU �� py,Gixfyq� y •7 f}� / IWiLK"I C L iiR• pay TW. �. r- •'^— Y if C. a4Tfrdri G �w �oura ONLY ONE STAGE MAY BE 001E AT A TUE. VOW HOIAM CQIFLEIE OPE STAGE BEFDRE STAMM IME 1E)Q. RAC DATES. STAGE CONSTRUCTION GENERAL NOTES: a STAGE 36 L inN STAiL rarcwucna CF]0UL N06S LEG= ANo NNSiNIlC110N MMES SfX r $C -ft SC -13 �)(G' T "�� OPAI.1VSLPNa$ aOlOW BM PD -2-1 pmt arra. i V4' r,. ,rnt nrwsi¢ mnn ra mlPwuuar n� BAMB OF SEARPM >Kar.ccsowN%aNEamoa n r -.... u»....�.»., •`�"`�''+.. -� • ........ « w+..� ...� .. w,. u"_- 08 C`•iY C: LA CLO FA CAUFOFr.LA e w E er 24 HOMAYC)ISTREET WROVEMENTS r aE wra�ajaaWus aw[ a �^ M : CGIiir LILT1KG.. ••••_-...«M�. « �s+. uae. STAGE lbl15TRJL710N MID W..FFIC NarmuuD n.et1S "k " ,r. �r„n. SFA 89M80 TO 870.50 .mora j•oa an N .a•�=•sr ,• „+"E ELEV. 4B.W 1 m N 08033-25 H:OiMY 171 (Lusa sm) E (LAW 1-11 " nuP E t] 1�� MW.. am` ww'c�t =ICN 0-0 M SALE rm2c iGIRS Mf7 fY 777 JnL }nL T00+T pTURN SLIY£AY�.. �17FfwfFC. Aff— (xk,Y GIE STn'f wY U; Coy!` AT A I LW. 4MltrJ �"� CMFLETE RE STAGE BUMFE STARTING w sfx.E THE mw. wriOwaxc N7us STAGE CONSTRUCTION GENERAL NOTES: MCIA AM SU MM aAws a MARM& aae[vi [K ¢�o>w xaww xc w.�w iuuno7 [ yr [r, un.nmaa a mM119 mMfM��W[n� a 1( p[ [rtlpGR[w S W[6 A�tNC Y wo,crom�:Ma. v m mxm M DATES TO `VWI. T� �D�i Yt5iN4 �rrcr.a �uu�rc��wl�ea�w�+ �^x :eA "'AE�rcteui��36i n ti e• [a m W I HIGHWAY 111 �.w a ta•7 HIGHWAY in STREET IMPROVEMENTS GTAGE 00NSIMICIION WAD 1ROM HANUM PL C STA 870`50 TO 854.00 FYri;.� C nA- 2001 -WA rL a 3 m w W W SC44 ONECT m N 08033-26 SIGNING AND STRIPING GENERAL NOTES: ESTIMATE OF QUANTITIES A ALL WORK SHALL BE DONE IN ACCQO.WCE WTH 1110 CALTRANS SUNDARD AANND S�AQI 9WL/ ¢ G GGO PAINTING sa�'�` Y 2000 TV 2TAe ara OG AAAD}".7ANDARD WsrALLS aNcnwmNc s u EDT u.l xus Dn ma LEGEND AND CONSTRUCTION NOTES: PAN" AND OIwEA4H5C 74 O lr VOTE [INE 3068 V NSTML P05T k SIGH 28 [A a �OSNO AND A.0 SNA:t tieOOgE T6 110E 2006 CALIFORNIA .—ALOM TRAFFIC 4. Www yE TJ30 INSTALL SON 10 G ❑E E12SRW ro aBH-,K W1. 1" OiM'L Gh�: Gx:tx.'i :TAM3.wl:] P.Ams AAC a7W' WA'ID wY 4RN 12 J= It REMIT; STALL SON 1[ Apl 11 G 2000}, 7}Q.Z P.MS' AHA TE ONv(pA1 RSO[SaS. ST LiV.TRMG S.T. P,x3 A30 {,Ay) DETAIL 22 2W LF REMOVE SIGN G O RCMGVL AND SALVAGE 944 AND POST OF APPLICABLE] TD QTY OF LA "TA4 L A:A A{F '•'•ll.%61O 9AAN.w ALOOiO MCTALATON 4T RM:EW t Vo.*, y .4— ON�' MAN]OLVMCE STi[.]RHL^ryWW 9MNS fTarWa5111 MSB ALL ALE, 'RAJSTC 34Rw MTAH MIS;+. Pd71,4s�DC OCTAL 270 5116 V RcAcATC WAL PDSES(,t) a SAN_ 4 G YANG.YANG. MlVo„w- WI.SL PAVTIfTIT LMAR _ ATO ATI. OD" C7.fP10Ei AT Ta T4iJBNR W DETAIL 29 _ V flERELOCATESNG1E POST a SCAN_ B G TO iaC 95OA:. MM'S. P4%0. T LA'C705 .'AMS "A. STY DETAIL 37a 1690 li O iUFURNISH AND INSTALL 9FN(S) AND POSE OF APPIICA&E}, Qua 33 700353 V r RA® PAVEMENT MARGURS 9NLL WNPoRM TO THE PRDWMONS N SEITOOM = DF THE DUAL JOA J151 IF `p STALE STANDARD SPE061CAlIONS FN1MED'PAWIWT MAR09W, AONWX FON DETAIL 40A =70 V � iS1oGTE OUS71 O MGNM TO NEL' POST OF APMC AQ AS NOTA. PAVEMENT MARKENG SHALL CONFORM TO THE PRONASIONS W SCCIIDH 9o-1- OF THE TIDE O ARROW 42 5N2266 S RED /P.TV STATE STANDARD SPECOCATIONS ENU'SAPID LET EPDXY ADHODVE FOR PAVCWDIT TYPE W ARROW NS 39 505 BF 3w v ALL M HYPE W MwOW 27 1 Z] S O RCWVC RAYLS -STING IMG C STlGPNC AND NAIWNR AS NG= O OCGRS FROM fEMOYAL OPOUTIC.. 91-,1 DE CONTROL® WINK THC ROW] MRA AND THE CONTRACTOR SHALL TAD: ALL PREC.W TONS NEOSIRY TD PROTECT PERSONS AND PROPERTY ADAU2DT TO ANE SAN�MITLG OiflNTIOM THE OCDN6 fESOLTw9 1 , I NSTALL GLIRAII: SPOINO Q.TML PER NNOER NOTED. INCWOrNC INSTALLATION N10e1 TIR SAk32HA.'iSC SNwL 0." T ApHOFp AW CL'PCSiD OF DM 111E RD10VL STRPNO/1NARDTC F CA HRC UPf (.I OF RACED PAVEMENT MAROIE G?11KNCTTE DOUG` TATCN NOA.TNAY SHALL • LYUVK3 aY DELT „-wia. 'A4 CW 1.0-40.tT1 YAY'J— J.=.HWLO AA� WTEFA NF]ECTNG 3NDN HW]G1•AL Ir V TE U11E 5203 LF OPFAATCNS SHALL BE SFl1ED W W ASPHALT PMNT CONTW M W SECTION 205-6 Y 90P WC .� TAS LF PY 9LT/il PAVOID/i. RK OR AWiOW r6 NOIEO. OF THE STANDARD FECFICATONS. THERE SAL DE NO STOCK PILING OF i' SOLID LME 5750 Ls LECA IS SMLL NAVE 3O' FACE TO NOCT IESEND UNLESS NOTED OTNW WSL COAISIRICIION MA70445 WHICH THE QTY MQHT-0 _RAY YAINWT THE POWL490N a' SIDLED WIEaM V OF THE INSPECTOR. 'STOP' LEGEND 22 2 K OF F DS`TWC Sol (ONE POST) E "LI"AIVAO AREA; IC:PA.TN4IRDW WOAD .1,k SiYWct Lj,.ADO REMWAi SMALL DE T'TD1Y "SIGNAL! LESCHD __ _._ 32 4 ACED SF OOY,]C9 *kiH AN AD1HNi71C PAI'HITCJ •.OLVIC OR RSCOVAStAA SHARE THAT 'AHEAD. LLTIING 31 4 124 SP ETaSiwG SON (TW P� COUP HUGE omrzt' .TES 7�{. { L�2,T�E F�J1ftf.. TWC O ARROW 42 IS 516 . Sr F. ALL NEW STRPNC SHALL BE GT TRAO[EP AND APPROVED BY THE OTT CNONCER TYPE N ARROW LS 20 3M OF TYPE '•v ti:mT*' ,_ 42 2 b4 OF PRtTR TO PAw]NO. TYPE NT Wl- 27 1 27 W !' SwHi (ONE PG'o G PRIOR TO Fy:AE ALDSPAWS EY S1R¢P S TpH(WS AJi'•'.1q,[T STT9P:4E AND 901 (FAO PoST) STENOLIND MOTHTe 9HC R)LILETOE Dr TIE mn4nlCT5{Yt A74.A WELL ,^.: ✓iii OpED ro LIR NEW HHTA4 i A M.N4ill IdCIO li APPADYAL O' :FE LTA. K GANFLCTWC TRAFFIC SDiPES AND PAVE—T WRONG; SHALL DE REMOVED 0Y S.WDULAS ENO OR QONQNG GOIIIRACTOIt SHWA REMOVE CONNCSNO PAVEMENT A MICE POW W"""� SOM"M YAM AS BY �SN�TD& THE °" OF LA 6 DETAIL 'A' pOFI IXISTW'• LANs DIMWSOIE I. ALL 1RAFi1C STRIPES a• MOM Tr WAIN. ANN— AND PAVEMENT LCCSHALL.S SHALL. � OE TOTUIOPLASIIC. L+' R'-7. I 0-1 RG I(Rl) OAA-%. OMl-! ISBN ( { /+•>s'N�EJ L^PE :v vTA'P` 1 ALL PAINT. SOwI"i014 OR (I W PAINT ALL B DE aDT-,1m BETWEEN TARO (2) WAA �'f .TETAR 7} PLACEMENT PER DUAL 'b') �I AF PAW T. TSE SGOAL COAT Or PANT S71ATL lg APPl1ED QEf114L1 7 AND T1 DAYS L (TN) E7mTMC 90G WSTALLfD PER GLIRANS 7RMNC 901 CODE (IDOD) AFTER 'DAL Y9Cs GUT. - K GWDk YELLOW � OPLAil. HAVE A 3 WOI PAWim DLAQf LINE SPNUTNO YELLOW LINHS M CONTRACTOR SHALL CONTACT SNLINE IRANST ACEHLT (7—W) L RAISED PAVOnT MAPF STALL OC FVR cSH D AND W-'TALLET OY THC WNOUCWR . P �� s RVE (5) DAG N ADVANCE OF ANY WORK ARWIRIG A GUS STOP. N A¢D!✓pAH¢ W!I}I THE SOW>MG OETNi.s SHOWN ON THE PLANS. INSTALLAIKIN SHALL BE CMPLElM WTIN STEVEN (7) WOMONG DAG OF ROADWAY CTOPwC AS DIRECTED BY AHC RESIDENT 040NWL K THE CoN7TPRRA TS SHALL INSTALL RAL4D PAVEMENT 4MEIff.95 ADIA,aTO. xr A FINE 4IIRTHA OIC TALL ALL GLUE N• ALL WARNNG AND P GULA70 T SONS 91ALL BE HIGH INTENSITY GRADE fjOUCTIVE. OIOC SANS SNCL CE SLOE CrNEDNDAINO MADE ROUCIT C AL SIGNS SHALL BE "• TNANS GU W STANDARDS W7T1 OIAFFIW AE'a1STMIT OHJWAY, O. PR,o N TO NSTAL r&4 NLTV SIRE SNLL BE APPROVED DY T r QTY. DUCT LOCATION OF SIGN SHALL BE DETWIINED BY THE OTT, P.ALL SIGNS SHALL w STANDARD SES UNLESS OTHMIC NOTED ON PLMHG WITHIN - X -WALK - DETAIL 'C' INCM ARENDR GLOOLS LWCOUNTY, OF RHYDC9DC. D= SHALL BE INSTALLED ON 1' 2 4' 1=0 PO•'M DETAIL 'B' WLESS mHERYL: NOTED ON THE PL L O SEE GLTRANLS STANDARD PLANS ES -IA AND CS -1O FOR SYMBOL AND - — _ ADURV AMN LEGENDS R, T DINIPLA= CRDATWIC5 %OLL HAUL 10 FRT BETWI7N 12 NCH WHITE S, U GETS 91DNGN OTHEAWLSCWTN lDQI NT01[.Jtt PROPOSED %OZ RAIYu:. S. UR DIRECTED BE � AS 940M ON INC PLANS U11ESS DIHERWSE REFlIFTNE i[CTNC 1 � • ,p• � R6-1(RT)- • 90E OF POST GM -5 our) AS ELTED W WREFLECTORZEO C DONSTRUCTON mnx.ci w•�NSI ,. e[rawn. .LW EA,vWT�e.ptlN" mn.,r.c1w. Pm9c•A cen ..wacl✓ r �� wM THE Rf].D BAD(OR E (9 OR 3• MUL A1C WwTE _ MOTH NINE (9) UEA.L cionm of wJ.mrLN w.[Lw°.p�y Vm�m ...�.ra wt e�.'�i waMw PG7ECTORS RADIus OTD S wm°w;"e° N N,�4� w "r..��.N Nn ::.� o-•.. � ".°. y u..[n"� I NOT TO scau g IhmNT SWiq mn[W .eN n.Nw�, M GJNn pd•upW. n%[L ..[qtq { NO SCALE LAK DF CLRB cE r-..a.,l�n.a+Ar N;kc :NN::+wce,N:Rx. • re �+�.�5i s:.aw ii.Lr:p..+c.wrt, N'.i" t. -= SIGN PLACEMENT k, .ITT - L •E)1.;Egf+ 88-1 BENCHMARK BM Po -21 B/ St9 OF BEAPYN(ifa`- HH, a , ....... w., .,.....- ++ Pn: �.... 0-Y CF LA Oi�1ET CALL'oPMA ONES A�Ri T DIO®eDoz 1AGHWAY CORK DOR MTPROVEMEWS 2 yV_ >rou I �: a. wN R'rRSCE *" A, TOLL FAM I T4.. r N wrMNW ,FHL - w. yam? SIC>tNINQ AND 5THWAY PLAN Ir„�p„TeTMi _yF_ M [NQEE®SYCQAOCE YLa coAnuuTWo STATE STA. .p rNTea. :sz-. Y`Lo: J•s wwa,t�L ATLTAnT1.DHNAn „A STA 881.85 TO 928+00,6 7 YDu oo 8". " 40=4 • .N.A. w ' _ ..r.Ka:. r.•.rr : ..s.�.„e� ate—!— a�^ •� � r>Ao�cT rm. 200FD7A - T N W a,. JEFFERSON OBC -33-27 I m N CD F LA QUINTA DRIVE Ult/— IA/ A V 444 CONSTRUCTION NOTES: ❑1 FOR GD+C t "T[S. CONSMCPON NOT[S. lECDO ANU OETMLS SEE SHCET SS -1. 7� TEE TRAFRC VCNN PLAN FOR AOOIOONAL SiCN NC. DUNE PALMS LA QUINTA 2, DRIVE �Gi7Yff V a�': iTA $&g �BBA/ARIL B4 P!>&1 BA&S OF BEAWNOB r i y+Nu CW IA CONT ON�ECT IW'v..i.sWmt( >ws j y WGHWAYCORWORAIPROVFM M ZS 'HALTOfl.FRk9 iwnn ua oa.. c H .orwri n� arr Q 06 SIGNNG AND STRIPING PLAN oxwm¢cow siac .wwc cow uuiwa »...a..rrw.`�:'" STATE HIGHWAYtriais 1-80D-�7-2604 yo aivua axac � n a — 57A SBTr50 TO 913.50 _- as rzwstwm BEV -49724 eerr+ee. r ...`.0 wnaxcuvaa. R C r i 1 o • : _o-_`. PROJECT NO.200$WA 04J.0 fC+�i 91 m w 0 C HIGHWAY 111 IU -1 M anu mTTft ftrV l c �; >� dui *nc ...... aaaaaannnnnn .nal Txsao °Y� • sarrrs Ta ,p N Y rf � i ADAMS STREET HIGHWAY 111y m; M >„p �� ` R V. ti _ � r CONSTRUCTION NOTES: n, FOR CD�ERAL NOTES GONSTRUCTON NOTES, LET.TNO AND OETAVLS SQ QiM m-1. 2E SEE TRAFFIC SQTA PLAN FOR ADDITIONAL SC24NO. C'i" HEMMA nK eY PD -2-1 9A= OF eEARKIG& �ooc 1 Vi' w..w RR7t000 s A$Ai-(7.-!(LFiF2 At-,tcIE uG p9llrNuWlOfr NL i A�YpI��Y'I M MC Nm6[ _ nTTsor sm¢r. r NO•NT�oAia l That YdT IOY 08(733-29 A..faawarlr u+.4 'n forces •IIKG$ { ` r t �CITf mf IA.OUnsTA # Mi CT' OF 1A QUKTA. CAL FORNW I SHEET WGNWAY CORMOR MPROVEMFNTS 2 9 _ •f' . ■ r �� - _ _ . e *"+ 6 o S000 AND STRIMG PLAN m2 9 ' co r��THo r+• �'`� STA-EtMGMAY-M ucA u6 o STA YLi. TO- 92"0 ;,ML .c w Aq'O�A'T-.�'C �w "�`�• +i. .� PRaIFST NO 2001117A _- m IMPORTANT NOTICE ,. Caen oc �o ar••e.+ ":' o c+tw sir.. ;37L• N s i R { tl 1 + � M C+Ap. �^-:'O.. �I 11 r L +z � +z {� r I � !'v^ =2•S-^ t NOTES THIS SHEET: 1. FOR TRAFFIC SIGNAL GENERAI. NOTES, CONSTRUCTION NOTES AND DETAILS SST SHEET TS -2. c _ -�iST 2'S P+pu+d'r2rUT `if1 O>? ` � ` VIT '1oil N+ Trt]P9p6 I f I I u ` 1 f Rra cm A . {{ j xYtmi aim sN +�+pmcs. aaat u wni =-.ID- ml THIS PLAN LS ACCURATE FOR 0.ECTWCAL WORK ONLY �p B@IGJWAAK BM PD -24 8A1i1G OF BEAR7NOQwx.aw.ew wwou. pn mT a+.a.n.+ SOF LA. CF.WrA. CALFOM@A *MEET DiG*+F SRT �DD� w s pa Latino. Vi v. RMplpaGipC HKIHWAYCORRIDWP faw- ORROVEMENFS 30 rrkLTOL`19Q9 Y ' o..urtsr�a�r raa «�nhi,�•c.',�- pC_?TRAFFIC SIGNAL MOCFCITON PLAN srArE wc>~rnYmtcpmaATJEFFERSON SfAEEf i eevr�rc we.• .sar. +s«.... w ...... Ka�Y NO.2DOFD7A s R { tl 1 + 1Y 1r � u• u• 11 r L +z � +z {� r I � I'•I Lj ml, OIL LIJ o" rd =2•S-^ t NOTES THIS SHEET: 1. FOR TRAFFIC SIGNAL GENERAI. NOTES, CONSTRUCTION NOTES AND DETAILS SST SHEET TS -2. c _ -�iST 2'S P+pu+d'r2rUT `if1 O>? ` � ` VIT '1oil N+ Trt]P9p6 I f I I u ` 1 f Rra cm A . {{ j xYtmi aim sN +�+pmcs. aaat u wni =-.ID- ml THIS PLAN LS ACCURATE FOR 0.ECTWCAL WORK ONLY �p B@IGJWAAK BM PD -24 8A1i1G OF BEAR7NOQwx.aw.ew wwou. pn mT a+.a.n.+ SOF LA. CF.WrA. CALFOM@A *MEET DiG*+F SRT �DD� w s pa Latino. Vi v. RMplpaGipC HKIHWAYCORRIDWP faw- ORROVEMENFS 30 rrkLTOL`19Q9 Y ' o..urtsr�a�r raa «�nhi,�•c.',�- pC_?TRAFFIC SIGNAL MOCFCITON PLAN srArE wc>~rnYmtcpmaATJEFFERSON SfAEEf i eevr�rc we.• .sar. +s«.... w ...... Ka�Y NO.2DOFD7A m N TRAFFIC SIGNAL GENERAL NOTES SHEET TS -1): 1. !t 170Z �, oP f v(*u Wa to° q.A ears aa„° --AZ WJXV0-;DW- or: r'T[Upri MXON+'tVi:tA 2* p1; 7_e6 �ww9LQOIME3Wri�1TFi'TDiI YGal1Y�C4DOAipApAwBTAYte WYY YWnC Co m- 6 +H=, 2 AOYD1R=HA,,EWAE'0 0MATYAYAutlC 1p TNi;CW,.= 74 AASN'A7e llC 9GCT L4GACe[ OF !6 �u qr� m 7 +Pba`ci]gY�° (a0C) �- App�t"AY awA¢ ae am7Pti§[ lrcw sla aAaY1;� �. THE CONTRACjOR S`ULL aBUB1 ALL NECMARY PERMITS AND N071FY ALL AFFECTED AGENCIES AND UiWTtt Q7YPNLES A IAiRYY1D1 D< 4B NOWG PRIOR 70 START Or CWISBRUCTION. t L41ERE DAMA(;Y G G USFa BY 110 CONTRACTORS OPERwl10RL5 THE CONTRACTOR SIAM AT N5 E76'OSE 13PARi 11R RWLACE DNIA® fAlJORES PROMPTLY IN ACCORDANCE WHN SM7E SPCCFICATION9. S EWDE_". � r OTi Aa1RCLhL Z,,'JtA Be B' CL,YLTCR WYE, t0' SPACING IN TML W4C`.'" ZMV4 SHALL EC LDEAIIZi MM -0 FOSITIMNO DETECTDRS 4 hCW 4T+vCL +CIQ 9W.s DE Li •T111 CA' SATO THc M1OU+NC. 11a0.^.A.Z'. AND Y,,R, 71uL^ De MLYAL A'1 L46C 34A11 RTC lm C.AS: PLAFR44 vo, WADS Awl LOA= ARE NOT PERWrEB. 7. s'CT-"TNLAN +WA70M .,.., . BE TYPE. A 4a4 LLD MCO -4i - a 00'O DT W- - AGxastiC P.L' 8912.. "J,µl 6E TYP'E 1 T2 m cz Co PL"„ Y 6N j= Q4o- DTHERWISL 0. 1101"40 ZQLNIL CLNSJCTC- SwU.L NOT K m= 'JQGL. 9w S^£ co%mcwS st L NCl 1t bt9TAL:E7 IN Til :.UPI COstuT Ai T-- SCHAL QCAOLL DX-, M PAL BOXES Scall DC Na 5. L4 UNlOTNFRW$E NOTcD ON THE PLAM. PUU 80725 9 ALL NOT BE LOCATED PL OR 1RTM 9 OF ANY CURD ACCESS RMw OR MIL'tWAY" 11. MAST ARM MOUNTED SIGNS S}LA1L BE FABRICATED WITH HQ4 INTENST! FOUCRVE 3B xg, 12 THE CO TIRACTOR 9R.M1 YQBFY M THE L %cam THE PREC)g FRED LOCATIONS OF ALL 7RIUNC SW77AL EWPNEN7 Pf00R TO DISTAEATON. 11 ALL IANOSOIPAA 04-H 6 DAMA® III CONSTRUCTION ACM..SHALL BE RC,,,, OR REP ACED TO 7HE SA7LSFACDON OF TIDE QTY AND THE PROPERTY O%loL 14. COH7RAC7pt SILALL PLJRI0.91 AND y4Z L A, B BARO CRWNDNC W EACH OMWT (No. 1D F R CONTAINS NO POMCR OONDUCTDTf6j. 12. CW=iAt70R 1L Hw1Y A ^rOYA'. 1[bb�a%.A'4 LV+LY� Tp NPbC W DRC ANO T9HC Lv?. Lx."'S WNLrA.'"7'.rm1 pt nG dwTATiK Pi¢�v:T Al 7! TALE ME T.c�niUCNT G 7'SHATA ON. D & 1:Y?. wr SIMLL. DE NOLMTCD M OALVR � MAW • t IL NO EOUIPWNT OR MAIENALS 24ALL Be STORED IN 7NE RMT -O -YGY. 17. A.L mGTUROTD AIIL.AS AlOR 1-A5 NWYT-cf'--MAY WS7 O< Z..'OR VBKVE CONTROL (HT1." GR CAAYALAL+[ES1L0 6Y l@ :TATE'^ 7tO EB=TA. 9Rq+akaBliY ,RAL, TAApIC 7DI� C4NIFLY NWl NOT DC A�+`ASt.A RAST. INE. R51E 111LL li.ADM.yba RTA iYi/WAAC70R RL.L 8C R+APWLY9.E w I Wi muow MLT A BRANAri Ste' OR C. RR p4.v�r: :.w11DI�:rO�K C!!^Lg0 'KTX CmIC MAIIGS 9LY A+ A K��ii.T .Y. OR CNRi1 UCH ONUMEM lasSKALL BE PROTECTED OR BE 70 MBUSINFs AIID PRC/E}ypNAL CAO[ 2CALL TION 0700 1D am lA �NFY'C, 47G:7iU.ID i 4 Dj �, IS BUST BE AUtPEN01CUUR T0. PARALLEL, OR tWOCKM K151 INC =AM MOKMAY :E TINLaa 2a ALL AFFECTIM %D M. JWJD 1C 44V L•-ECINOLY+Ci GSC. SrL,rl DE PROTEG[ia ARD/pt REPLACE PHONE. AT Ac C�.7 TO 7 QTY. IN ACO]RCANCE ,tTR TP[ pLOx(R7 i.A'.0 ..^.AAGARD PLANS AND THE 2020 CAT..FO I" &AMU& ON Lii'Qpy MOM CONTROL OL"Y✓�` W 1r87. 21. �� PER � t17 MQ C PERMIT �/esf� A7 My = BY T12 . R �TAZVE. 22 PIED 4S MAN PUS 4 BUTTONS SEAL BE TYPO B AND COMPLY WITH AOA GLKDEMNM M= PUSH BUTTONS SHALL PE INSTAUID H0' FROM FIW9® S"AS. 7J. 'JrtV1 M'H{CCAMS{ CARE .RJL,L @.' 14YLYaljya 1r111pIT iA�IS+-, IICi78Z'1 C2T7ROLLLII =WW- �^ AIA SHALL NOf 7E PX.a'TAL'] n CQAODIT a FN AL Oat 4 B1c PO+FVR CA^UC:cSt Ne SIC LCllJCTo4 %L- BE ''OLDOh� m TCIOm,AL LUIS U•.alO lIC NT PTON LOMM .VIE `JWLL W TTRIMW= 70 TTL TMWKtl L CLOCK Z= TSE CON'DIn= CAag�ri-_ FCIAL Cr -2 2" A' SALVACm F1RWMfA1T SHALL REPAW PROPERTY Ol THE CTC OF LA "TICON7RACIOR' NLL OpiTAOT TETE QTT PATOIS TO OEIYELY. 2S SICHAL SHUTDOWN SHALL BE 1.6410 TO THE HCLWG BETWEEN AOD AM AND 3;00 PM MONDAY TNNWGH 18LIRSDAY EXCEPT HOUDAYS SICIAL'd1ALL RIUM CPERADONAL DURING CONSIRUCOON , TNG PRO.FCr, 26. 'w1A'r NLW LTAyaCTpG WC TO BC DLSTALLLD DL E7aSiWG CONdATS YlA4 INGBNa CONgICTOP; YnC stiS1'Oti CO�CIUCTO2'a C:.NJ. >A REMOVED, CRANED AND AIEM1lSGLLED ALONE MM FE1Y CDwOL'CT'✓G BENCMAW- BM PD -21 81151$ OF SEAAINM ¢2>IODOi L LWAT1w. VR' l,F. r[M PINRDq i WYQI f4 TRC C W +uADA DL Y �M mrplQTlq O' Y71>S HONG Y J]IpTdI mRII. Y El".. 4=4 PDOIWL MA$ ARM M. -umImaR 1D DIrOWNC m= Ozm o r TYSMNQw a' CONSTRUCTION NOTES SHEET (TS -1): 7Q -cX=- AT1UEY 8DACMqPEAN2 CABINET WTi OPTCW W RCCCY VEHICLE PRE -EMP. CMDNEL BW 6Y. AS REQLWa POR NEW DEIBCTQN SHQVX 20 EOSRNG TYPE w SEANCE coamoHT DELO=M 3� INSTALL SON AS SMW7L ® WE W ANO S&VACE EA TND POLE AND CMIPUENT CDYPLESL tOEo-yT PSLOCAIE ET�BNG NW HLL1DWAlED 51E= NATE am TO my MMT ARLL PFL40IL FT%YAA72PL S❑ fUE�i.i' t ArYI ]K -.[ALF. NLY EIA'E OE+CEiOii �RtiAl NEAO 4S1wT.'G PER CALTRANS STANDARD PLAN 5%6.VACC CaS11rr CINE 4i7ECTTlL MAST NDP�YCLNEpp AAYM'. MOuKANG. AS SNOWK RE740YE AND © RW DYE AFC VAM CSS7M0 ECAC M - C. LA0 T ATPM=tpgAW PLSN OUTMN ASTLYOLY. 4m,0CATC R4 Nps-iuDatlMlFa =NILS NIYE 54'. R77-2(Cq SIGN, YMCZZ AND '� 'J'JYL AmL:AaGWG SO NEW POLL RE[LOK l:,A70ATAD,L DETAIL "A" REO 0, YELLOW 0 .R CRE Fx 0�� VELLOO mEEN Q a THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY o c�N� . a1L1s1No r TAWS :srM:rvar..s 08033-31 R +' 'POLE SCHEDULE .V�ela'Ir,,;IrnL�G'1 POEFA,+ 1 4WW. x4w w�A.,s.a reD Aw2R+urp+G .Pec�.a N1 : TLlC NA Mn IMm +a w Pmt -P .Pas O+A/ A r��uRLAMMYm l � 3F-44RL �0' sY d lY '.iE- f+-,-: }i�4 Tl�i i 1 [Yt.9 GnT i6 Yll u,ed�sY iiiiiiRIA10®' {� lt0 YwA,`• 9-1-T • •L` ! AHA..a b ii'diiii[E .P rr Wn r ago .. T . m ncr Aa ,tt EY I ��04�ilAMi1 4f _ _ _ Twsrr f qCA I L4�.el _ PDOIWL MA$ ARM M. -umImaR 1D DIrOWNC m= Ozm o r TYSMNQw a' CONSTRUCTION NOTES SHEET (TS -1): 7Q -cX=- AT1UEY 8DACMqPEAN2 CABINET WTi OPTCW W RCCCY VEHICLE PRE -EMP. CMDNEL BW 6Y. AS REQLWa POR NEW DEIBCTQN SHQVX 20 EOSRNG TYPE w SEANCE coamoHT DELO=M 3� INSTALL SON AS SMW7L ® WE W ANO S&VACE EA TND POLE AND CMIPUENT CDYPLESL tOEo-yT PSLOCAIE ET�BNG NW HLL1DWAlED 51E= NATE am TO my MMT ARLL PFL40IL FT%YAA72PL S❑ fUE�i.i' t ArYI ]K -.[ALF. NLY EIA'E OE+CEiOii �RtiAl NEAO 4S1wT.'G PER CALTRANS STANDARD PLAN 5%6.VACC CaS11rr CINE 4i7ECTTlL MAST NDP�YCLNEpp AAYM'. MOuKANG. AS SNOWK RE740YE AND © RW DYE AFC VAM CSS7M0 ECAC M - C. LA0 T ATPM=tpgAW PLSN OUTMN ASTLYOLY. 4m,0CATC R4 Nps-iuDatlMlFa =NILS NIYE 54'. R77-2(Cq SIGN, YMCZZ AND '� 'J'JYL AmL:AaGWG SO NEW POLL RE[LOK l:,A70ATAD,L DETAIL "A" REO 0, YELLOW 0 .R CRE Fx 0�� VELLOO mEEN Q a THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY o c�N� . a1L1s1No r TAWS :srM:rvar..s 08033-31 R +' C��,T'�S+�Is.�/.'Y .V�ela'Ir,,;IrnL�G'1 ibAuiiiii [F lMM V iiiUra iiiiiiRIA10®' ifEun insifiiiii�i ii'diiii[E O�iQi®L'� ��04�ilAMi1 �iii� ill■ iiiiElE n"" iii[IiiiRi il[>IE]IIIiiQ�7E�q u"ElE3iilium EIEIIOC7E'SE�E7DE7 wa.Asor. ,N,�A„T ,.LS Avma tr} �. � C7{%ICTW 'JINN. C/DIL e.v.a I iCr,*A� M7cAriA' uu 7 N el ��J HIGHWAY COFFAM D."OYFMEHTS TRAFFIC SIGNAL MODIFICATION PLAN STATE HIGHWAY Tn AT JEFFERSON STREET SHEET 31 m w w � ra +x w nn r m e•«mnuaa+ c.wrrr Ar wxc rAurs xow 4�>ro• Iyx' a m a) 4 1-X _ I 0 �- - x coos .e —T—T— ` T _ v a-uic LEGEND zotc j G ocgrnan I AIOr-E•SRT � PO-2-1eAsis OF eewawoa W�EE Ilf T- i v Iw+T nc lwstxcrlao.nc .macam ElEV.. 4544 a DEPOT DRIVE NOTES THIS SHEET: I. FOR TRAFFIC 9CNAL CFNFRAL NMS, CONSTRUCTIOK NOTES AND DETAIS Set SHEET TS -4. Yt +ra.rAli a rxw cw a'c MALL � NM We om : c +cx+u a f I MT lxcC F c=Am ecaar. acme 4~ ll - a — 'ChTY vIN? ''A /an{gIs¢ THIO PLAN ACCURATE FOR ELECTRICAL WORK ONLY ••••.,•.•-• • ••_•• • ••••�•+••• .cu.�lli� .rcs ua.R.OW OF LA awn HIGHWAY CORRIDOR WROVEN09S p,ROa TRAFFIC SIGNAL MODIFICAnOk PLAN STATE HMWl A TTH ^a AT DEPOT DRNE m W 46 TRAFFIC SIGNAL GENERAL NOTES (SHEET TS -1)• L A1Y Yrir T7 $ R:YL.747 AW A;L WOiCC TO EE DQ,C %.ML COIYTCWI SD TNC T[O{Wi1i[NE OF as DrAa eHE CA+yaA/. 0I7ARTMFNT CF TRNVEPHwTAraN {GAT S'TAFiOARO nArs AMD 'dL� PRDwY,k+�vlG'w`pin ao",TS 1ii�TLM iRhflIC Mm")L Z U U= ST,GTN "-'MCC 11Ud6 ARC MT y A.1'.1NA� 15 CQ TE>;i aY' AYARA&I Rccow. n.0 CGNBNCmp.R6PCR TROCOpaplwECi m TNK 55YF' m A+^Sc;t'f/dV SK t14u:: tOPAllrfl C� s4 �� wx'• - (✓amu: m yA�i ay cAWtfi OR WTI ylol S" CA=v- ]. THE CDNTRADTOR SIAL OOUJN A[1 NEfSS.ARx 1TpTTS ANOTIFY ALL AFFECTED Acw= AND UTILITY LVtWANIES A laeoNY OF p AUDITS PHwR m lb STMT OF CONSMUCTION, ♦ WHERE DAMAGE IS CAUSED BY TIE CONTRAC7OR's OPERA77lNS. THE CONTRACTOR SHALL AT RM J)FEN Z REPAIR OR REPLACE DAMAGED FA'= PRO 1 W AOCOROAMS VATN STATE SPECOICATIONS S ` 7A7r1 07:4Xw� N0�1T1� LOOPL �.u. BC 6 Ey+44= 1RTN 10' SPACING W THE DS CTL1.. Hr 7TAVG N��s.nY :;?CPIAG '�YAL' TIE lOCA1TD rXON To P"uoNM: PCMCTQR'- 6 NEW VEYYGTE FIEAD'S SIAHL 8E i2- EMM BAOWIA. Tg NONSrIfy E ACRYLATES AND %MRS SINAL BE ERTAL AIL lEL'as Su,,, I1E LID CLASL PLASTIC VEHICLE HEADS AND LENSES ARE NPI PERMITTED. 7.PEOCTR m lmarA WNs SHALL DE COLNmww T7PE W7K LID WOCA40NS ELODNOAT amm AD.OwD MMILL am-- u-, K TIp,E 3 wNgpA L DP PIC 2' Um= SHOW armftSE C. LIOLAA m ZONAL CpF romoftL INTI tlC SYr@. w'"IP•!r'- CET.MY HCR.Q„C7OR,5 STALL NOT DE 1a:TAt LCD W THC s'+{ IXHW:AGT A:. TC °SPC TD. PULL OOTES SNALL OE Nw 5h, UNLESS OTNOtWSE NOTED ON TIT PLAN. PULL DOMC"J' HNL NOT TUE LOCATED W OR YA1NW >T OF ANY CURD ACD= RAUP OR DRTEWAY. 11. WAST ARM MOUNTER SIGNS SHALL PE FABRICATED ATM NIGH INTENSITY WLECBIE NEETWa M THE GONiRACTOR SHALL YEIUFY wTN TIE ENCMFE}7 THE PRECISE FIELD LOCATIONS OF ALL 1WIFFIC 9LrAL LnuIPMUNT I'fHIOR To VISTA Im 11 ALL LANDSCAPING WiGN 5 DAMPED By CONSIRUC110N Af:71NTLES SHALL BE REARED OR REPULiD 7b ITE: SA775FACRON rx THE QTY AND 1HE PROPERTY Owd3L 14. CONTRACTOR SKAIL FURNISH AND RCTALL NW. a BARE MOUNT" W EACH CONDUIT (Na 1O IF IT CONTAINS NO POMIIRS G CONDUCTORS). 11 CON.CR' iuLl ART.vHCC 10 NAK A OE7.AL :. �WAIA''O.'1 TO 1ATd0[ SEN IME EYP, IRaT ANOCYPLIMD DT 7FE E,YP. VHITS tINF,F°AC1'WR Ht TEAS PPPAEQ4+/4➢1i PAftSQN: AT' DHE TMC THE EOAANeNx s �.TDG.I 0- THE CMP. Li.Yt S3AJ. l7E EICLN"R.G PDI CALUNUHT S]k RAN %TL li NO EOUIPIIENT OR "TOW" SHALL BE `TORSO N THE RICHT-PF-WAY. 17. Ate OLnlV`D AREAS IN D E .pGHT-K-YAY Lh.'ST 6E TRGTE6 fP7 F7PTRAIf CENTRO. £A'nR9 %DIa MnYiTAbV1i0 y'DHC'AIi1.�GIN� aNOk Det fiA+�+ yqy, Cx1AEx."�+C1. as t>C"TWx� AaL Nx wt xis YDrl WTH ;:OZT of aFA/4Pe AHNY UTMAC{ .. bIT 7K LiAGWJCI�, �tR Oil'l'Jm \Ilf tlUY05 AICyHrOI( SS A: A iCA.x 7, Gif CAsl+,�q Ia. ieC:. vmxV UD"UMETI7S DOST. SUCH M= -GM SHALL BC PROTECTED OR SHALL BE RD'DIOi AND RISS PURSUANT m SU!.4N ^� AND MOFESSIONAL COOS SECTION 0700 TO atlas E.AND Dufnc:TWS ACT). t0. wL*Tr0 flEOIAwD, TINE PAVCIAEKp wLaY 5['J.'r-WT A: LANE WE OR AT A WNWLW Y FRNH xNC DMTN L r CF AAKFILI(L RCL MW-Li1T5 LWST BE PERPENDICULAR TO. PARALLEL. OR GLIHD'EN'7Oc waN THE ,MATE i1�i0AT 'TZ`:1'I;,N:PNC 20. .eL AALCRD Tr7H:y RDAgpC 1NARTo3c E3LLTRaLIt1r~ LTG, 5,... BE PRO:a^lED AN3J3t RDY..ACE F 1pc. AT ND DO.T C nc PMT, W ADPdmAewO 1R'B1 TRT QYtFOO.' :TATE S�AI.DA 11+WG A a Rc 2000 mm"m ON LxErD Y DWPC M CPL 21. NO LANG ON SI -111 WY Be CLOSED CEO aQ"ANCny AT ANY 1OE UNLESSSPECIFICALLY PER THE ENLROACIWOlf F[RIDI AlID/OR AS DIRECTED BY THE CTYS REPIDWRATTYL 22, FEDISDUAN P BUTTONS SHALL BE 11YE 0 AND COMPLY WTH ADA DLIDUMM PEDESWAM PUSH BUTTONS SCOL BE INSTALLED 1It FROM FINISHED SURFACE 21 SOw.:_ tN:RHSYD CM1L6f-r�LHll. NE aC'A LED 7RT1R141T i?'JCC �.�¢p� QkfOSCYJR CADNC75 AERO STALL NOT BC 1y-1ALUJA W WN3i. Hw •JI.L NwE CaifKb6 "or G"►iAV�.'EOtI". ALL 1Gc r21EA1Iti"TONH: SCOL Be l7t H m TO TQw0I COPS L74 RIE NOT VW WEOtfL AA] WLL BE 'IDPYMTED TO THE TDD TERWHAL PLAM F= 8S O"Ha nt CAiNcr. 047TALL 0-: COSSICTPRL 26 ALL VALE EOU�ItE NT STALL REMAIN PROPERTY C; 111E CITY OF LA ORNTA COTF7RACTDR STALL NXNTAR 1NE CITY PRIOR m DEANERY. D. SDNAG MU7DOWM SHALL BE L2WIM TO THE HOMO BCTWCXN 4.00AY ANP 3;00 PM MONDAY THROUGH THURSDAY EXCEPT HOIDAn SIGNAL SHALL. REMAIN OPERATIONAL DURING CON57RIIO710N OF TAM PRD= ?d YA6TEC NCIH COI�CTOfLS ARe BE WSTAI l m IX E725ONG CONON15 YYTN ESasDHD ONmUCTILit� CT).9Vr-E.a.ird' SHALL BE REDOVED. CLEATED AHED RI7RIFSTALLID ALCNG'REIN NEW BENCHMARK EIA PO -2-1 HAN.B CF AEAFENC& RT ILVtII[IlD< , LGrIR L Uf I,P TIDI AIWYAT ' a CGYT..T'011PRYG Own Mc H1w H' IA Guar IDL a i'soo-�J-26DD M MIRRTIHN P WCtS aMNC A Ao aTYv sRa1. AT LPaWTT110 an !:MP/PCE L -._ a.EV. W 4 DETAIL WA RED TD10W O oR W GREEN GREENo A ALL M -MW ClISd10 UCM MOTH (AT - I.LhI EGR LL1aC C'J : ar CAL3 GSW. PNN [YK .NM —W- AAl PIE HOCAaoH Pur To W21i,i1mlL U) - MEW P) - RO-AVD CONSTRUCTION NOTES SHEET TS -3: �1 WJOK AMO EAL'✓AGL O+ 4 MODCL YTOC Cp11 T, ( p yY TM'E ilrj CfiilET; RL1HipY[ /Oiff@kT.pl rVR2C% AND TCTA11 TYPE _ 2Ul0 T:COAXIT[ CdnLmu-EX M` .,Y. TUF1.:infC PETCCtyR �:A'f>StN Ls'Y75 TOR E7WT Z= ODORNKATCh MtNMY AIS Hi1iPoC3lT sDL41ETc IE FTW i!'PE'rt P:uwRNM CVDN[T AS aLOWY cY TIF. PAN - ==X 7Hn.L iR1NRG 1THC N7DT'SCTApI 4 NCC = Y m NlpyL•,O A COHP.Eii «YSTIEit RO.DeAn: C+S:'fEHD G1IIRGTHct' K1EO.E PCE:-uww7, ZD "pY PA"iTi MCMAUCT NEM MOL DAT`CK D.T. '7WAL PRDYmONS ❑2 CUSTNC TYPE A -CF 120/240V =VICE EQUIPMENT ENCLOSNRE WIN TYPE V PEC. ❑3 GCSTING 1.S' CONOW w7H 1 SC m CONTROLLER CABINET AT J"ERSON mm. O PULL Off DCSEWa 12 PR rli SG REPULL WTO NEW CONDLBT AS SIOMFL SC 9(ALL U RERN,TD wt NEW IF DANACOD. a REYOI£ PULL UOK a u sDTID COHOUR wTH NEW CCNOI;T REPLACE E7PSWNC R73 -X CA) SIGN WTH NEW ICF -XCA) SON. ❑7 REPLACE C*SW PULL DOX WITH NEW Nwa PULL BOX. AND 0 RL';yCA'.E ALT. 0 —e=- NLwTYPtXC MA.'T ANNE INET- ACk .2%lDOwNr TY% A*Ts' r", vc".YL �tTriM4LflOf1. Fi4 /.�P wc1 RI' il'Ay CRW1DOpt TA m^Y' SP[ L^.lG C n6r. •fit Tai. TD New LOCAmw Z*M ® A:EATICYH Gam: Y.TSE.WW CDK9[A,p MEET"YCFLDwC REWR7�FUFN u W THE uTL^T STATLY i7AlOARD S'E4Ef.ALOIG. 11 FURNISH AND INSTALL METERS BBS WSIM YlTH MERNAL UPSASATNDIY CABINET. SEE SPECIAL PROVISIONS. O EC,LtOyA%u iffi 715E 1111 AG CAILNn G,H LUWNANHIe MAST AIRY wT, PANE FTDM NOEL INCLUDE MpUNEWG. M' AEDLAIL7 T'2 PRO+TOC I+Ew10 .VEAL SS 9AECW. PA9VWGINS. FkLD UOTALAIIDN SHALL WN10e ® REMOVE AND SALVAGE E]051AHC PEDMRKAN INDICATION. EUWW AND INSTALL PEDESTRIAN COUNTDOFN INDICAMM SEE SPECIAL MUSONS. THIS PLAN ACCURATE FOR ELECTPoCAL WORK ONLY FEW i��a coHau`ts{T`�'rvo 1 wwf. �"PWaWa= 1•.Pg TGTAL MDI NTm11C1PG boTyylAJE. CONDUCTOR 201.N. CAP; CdEI,'rPUA�yy�OIRMA yOQ.lj� HIGHWAY CORODOR BAPROVFIAENTS 7RAFFIC SIGNAL MODIFICATION PLAN STATE HIGHWAY M AT DEPOT ORRIE BHDET " G>TIi7�paaEi �oaaaa�� uaaaavoie�m r1�lt�t>tarr�aamr uoaaa>Q�� _ . ar�Qs�or�eit�a _ oelao©car�>Qa �u��ae�eydaan aQ�eaauaaa ° IElaaaa�laraa aaaaaaova a�I�assmoaere�Irr Paulow NOW= ��Ilifi®0�0 anma�Esa© _ r.��riorrey3ob�a ��17�iflaE1F�9D mi� annum no �.Te�wryYaYwWWuHB.i m�awPiem WmTyuu..ynW..Lgrw J•Ear�P1r-A�,UN:J.4��,E1:TRaJ6.i 1•.Pg TGTAL MDI NTm11C1PG boTyylAJE. CONDUCTOR 201.N. CAP; CdEI,'rPUA�yy�OIRMA yOQ.lj� HIGHWAY CORODOR BAPROVFIAENTS 7RAFFIC SIGNAL MODIFICATION PLAN STATE HIGHWAY M AT DEPOT ORRIE BHDET Cusl YS FYGj -i- z*�w 2„ _ anru � lu u ly xg�, Desi 1 In -n— r Gee a PDE—1, a r".�+�Ey-.1 t I r rc xvR zc . ovv I _MerR k ror^G— —G—G— 9,�GAS G—GiL —G—G y4so�, x -c s -x = NlGHWAY 111 N S �t��m w— G—� 5 G G— Y4�TNtri It1Y KlC p� ""° qLn e.;mi a �d oct ipOSrui «� ow oar rc fA3r rc 3 Ci aen,a. a IRa. K{t w^uLL a nnr ac I � NOTES THIS SHEET: 1, FOR TRAFFIC SIGNAL GENERAL NOTES, CONSTRUCTION NOTES AND DETAILS SEE SHEET TS -6. DERCROUND STRUCTURES WPDRTAXT Non CE 3G ��le.sa IK�rq DZ B@iC [tF1L: Bi.! PD -2•1 aIk= OF BENWRS .i:llLYl nrouK I W Ir, Mk Rte 111AL71Y-Lf3i>:F �KK oo.�rr. rwn+W o ELF& 4&124 1^804'HSd-76-A IatYCJKbCaE4 Kat a uaarmra ms .x u nR� rwroe.a DUNE PALMS ROAD DIAGRAM' � 7 II LEGFsIp '} ' B YmEO OLIECAON za¢ _ j j I >f 1r it w I' 1I j weo aetccnar T I e N ¢ E� fl' = J b A, c� P 0H 34 _ 2iz. S 7 L"1� - i �R KOP' Iii 1 -E -RS - ' - ��W � r�•� G rE[ - T�� - msr Nyr I c $ � '• d s ? oa, Ye ursua : eu,l oKt 11 pr � PROPOSED PHASE DIAGRAM' � 7 II 1 01 94 e ••-••�.. r«..._...n..ww.r. ., LN '� msuuvr, CTY OF Lw OLRN7' CALIFDANIA e N ¢ E� 05 06 P 0H asrno'"n � vn wiaE'r�.a i :w. » wH ew ewe •.tee .'..o. as earl �+' .F I i� I i •b • �PIEiI Gel Im "'n. I 6 D 3+ � caar :i- ws�.eu a xcv me LCTNL ] NE'Y nw t 2,-,��R�r�a�Ro THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY i d e ••-••�.. r«..._...n..ww.r. ., LN '� msuuvr, CTY OF Lw OLRN7' CALIFDANIA e N ¢ E� �st�it a nnctrsixu wr..,.°"� ^:^�- wc�g N�rnvwx ore�luGR xu•1RG4T5 TRAFFIC $MM. NSflDv..CAA:t10�1 PLAN 34 _ CSC 61ET N•aIBYDTALECD7N CA&Sg11pC PO1A7taL SIZE • aIr» oas.P oa�nTl 1++rr ..pY f T1 scTul �sr a%Qe�s awwla L CSO � L9NWGTOR SaIAL CABLC W CONSTRUCTION NOTES SHEET ROAOAC AWC SALVMS CIO:SilYL' 1100[.. 97OC� tNpl AGT NID TRY 1� CA9iffT, R71a0Y= FOWICJI'70R. AtIUR'ae AeQ lGTAiL T1sC Aw(3-:t4O A17. aCa1XYm at1CCTOR Se�R. LV9 : Foi 11P17 oHA"�, CaNERlN.'SOR �Wf. 12MIRC 111C i7kY1 T' 'CTC Pi ROV C A •R- LEVE H rk Mi wS E OZ OII NIC R.ue�. VRGLIL FRE or"m `�0 M1 G�wzx OO�a4p Icy' FG?GY1� t0L SSM SPECIAL fR 7C i]r:1W7 7][7�pCT a COSTWO DUAL MCMV TYPE B -t7 SMVME COUVIHENT tNGLOW,D, 30 Full OUT CUs7lFC IS PRR1 D SPC. RakU wm NEW CQDa AS SltOWL x S1ALL li[ R[PLACCU W1N 1¢W IF DAMAGED. ❑+ ""PLACE D2MWa RM-ZiW Sal WRI NEW RM}3(CA) Sat �$ uH:LSILoY!: Mmn^.H! EAWNY+YNiQr.i.E4iPmTIcpnGTlp1ItCAo.' wartTG+E%S[LFNWCn"BTwO ARI, wPCR G.LIRAILS RCWIRFAIENS7E . ©FNFw%71 Aw ISTALL Idc= DB3 SYW%v WN 1xp NJ UP*-uT=Y QkaD,-7. `1i y^cm, PR04UVO.CI 07 lAlRAa9l A•Yj INSeAlL T¢¢rCL1TE A:9Tr IE YaTEO �4'D."CDaY CMA7iA in LOMYi+XC HA.T ARL WY,T CAa.E FRPr %DEO DITcm MOID IwVY TD PRDWC�Mat1�%A An¢ �E 7YG�ti. P Ma p�T�VUMW 20- WCWDC ® ROIOVC AND SALVAOC 09STwO PCDESfR1U1 INDICATION, FURMSN AND wSTALL PEDCSIRLHI OOUNiDOWi I1bICATLDN. SFE V[L PRDYISONS. �r.= a•1 - •C1 POnNAE YAR Alal PRL L.R'ATA11S PNaI W QmEI%N0 Pp£S RT ! =�AA1C BM PO -2.1 I I- OF E)FA - ^^ uanDill w- a P. nal AnDd¢ DLAL.IOLLP.i91 mNn tw IDN A• IN Naar ur. i IT�.�.?.y6OL7 uac lwomrlw o-laaa .�PNc L Na �1f WI'AFQ1. w •F+R I!IW nrn cFs YTS m ELEV.•4tf24 • = OM.Y1LMt5 MM PIAN C THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY HA �11{ry � GaAi 11 L1 LTIN A.I+wM-�NAy�-�.Y.�S Y• 1-rr 08033-35 TRAFFIC SIGNAL GENERAL NOTES SHEET TS -1): L Arz tiC1G m 5>C F.aPC CO wn,�}Au WM TO BE DIC 7W_ I TO hK FFalticWc. OF: l;j F3A119ry PVIYL3} Dy YlrrJwPL�4%�=YT` AjyK 1 U1ii3 G4Dilf OK 1T@ . I"✓AS M1RE O- --T ANC A=041C TO TK or., W XVV,.'%L NLaW10� Y>K COA'Rw_^.Y:R C REDIFfOa TO TAAi CiW b A"i1R'Gw 7NC nnCf :DCAVOM OT ALL .Yi+RCs 1'dC.A1 Yg1o( TwIY MAY DA4ApC OR ATaIT>fC kTN DJa]a FACif^ u�YAF. /ilHP - COCO% �'l-rppD� S 1ME a1NiR.ACIat 9WL OIiUW ALL NCCESSARY PMAW MID N07r ALL 07ECTED AGM= ANO U]II1TY Ca/PAN6 A WHWUM OF AS HMM PRIM W STMNS T OF CO?!O{CTWH. 4 » DMIA.'EA CA4..E0 /C `+i C.�NRRIti•TAVY Op{RATkT' TI¢ CD�iCGCiOT "dW>- At RC -i C,16(i.SC "Aw LR RPP4AOti OAMAtY� FACRlRS P?AOWf6.Y W ACaO1n0AyCT N1111 STATE TCCF{ATGG 3. lAl'LiSS TN A• RC O'Of..M"X. aCO/C11Y1 LO0.'Y ONA;L CK C DmAcm NTM lo' iAQh0 A 'INC PIGGIID}( O. OYAYT:. hl }C} Sr.OVJ1O 9ui4 BE LCCA= PRM TD P,'=DDIAMC OETCGom L NLW tOOCI;• FSI�L. `auL',4 BC t]• WON OAOKP,ATl:. 7Y NOUi C, 84L1OryAT� HCI `+1AAL DE ME1/y, AJ. LLYCL ^JGL' ♦% TTL a..\C' P�1;7C L$♦a'�C FIFw: A`.L ltl.'L� Ai IiDT PtTOIeTlC0. 7. PCOCYIFM lQY lN.'t* 2t.., it CXW OC -�Trc WDf t,, acrFABaea a OOICTAT Wr CN A1.v5iNC P1Wkt OG%L'S 71x11- BE TV% O FP ULE BO PYA, 2. mess SHORN ODEAWLSE, 2. sv -;0"Com!' .IOaG 'AALL MT DC -7-Cp.- ,MCE CM W MR] 9Wl ROT BC aZrol= w DHE TME mart RS TNT czM-T,y;_- 1¢ PULL 00= S BE Nc ] I.PIIEi", O7MEHRL'i N07ED Df1 YNE PLAN. PULL BO%6 SIAIt NOT DC LOCATED W OR W1WN if or ANY Cu1Y0 A, .S RAMP OR DAIVERAY. t1.YA.:f ARM MOUNTED SIGNS STALL DC FAMWO TED WU Htal "UMTV RU ECAVE SM6lWC. 12. THE CONYRACWR M T% WYH TME GYaarE7R YNE MEW MD LOCA710 WI OF ALL iRAfYTC SIaIAL COWPNaIT PRION 70 INSTAIiAlIOTL 13 ALL 1ANOSCAPINO WM]1 G DAm, T OY com4 LUCTION ACTPABES Si4:1 >Y RmAWED OR RIPLA®m TIE SA71.�F' ACT%?! OF YID an AND, PROPain A6N L SA' COFiIRACIDR SNAl1 Niwpl ANp PS[ALL Ma a BARE CROUNOWO W CAW DONWIT (N•. 10 Y IT I91iTARG NO PONET( myDUCiDp,S)• 15. CWTSNCi9i ...-.. Ag1AVTE m 1Y.1; A .7-G4'\' }[aORe'TwN, a:.AFrm TO Ibw( AYC TI'IE GV9- LTIT Ah7 LAPLOIED OT 7Yl GYP. LMST:" MANYYACTJSp1 [h Nf3 ✓ ATAXYS Pq(+T}Tp AT TML ux il¢ CtAIYAr 5'O.Pi1! 1?ti THE F,.V9. 6wr ti Wt De 1Y1%aTR"a PDt DtiveA.e rJNa 2rlC 14. NO EC,WWENT aR MA70UALS SNALL DC swcD N THE RCC -Of -WAX P. ACL DL5Tµ0R1CPJ A1a:.s DF lw RADIT-,w-IDYY wr.1 or TRFATCO EW dimal 0:),,Um 0,,;,, F MAB1;'ADOiC OEO913NG1 A; OMCs -ID BY Iii mrs QgI L.'YY `JC [nNiNASTa4 V.L DE 7R'J. tMl N0T DE RaT4sOD UKaI, 5 .i7Di G MGL dsrAlA31(p. C1WatG,w, M1141 NAK 4+irO1lSTTe WYI{ ANY �'•*"{'C." BY THC CG1iS(RyCbpi PROFCY. /OR WkT AO A RCI,. OF. Ql CM= 114 �I'aIMY MaOp;TN:'g GY�L S1OM MONUMpTlS SNA[L FS PROTCClEO OR SNAIi Lie 4He ^s.TlYtW �'A� T IT m BUSfaSS ANO PROfB9a1AE ttVE SCRaL 67OD TO 9DO5 U. Ulm Pl0'T([p, Tri PA'/(,IQ1 10RFT 0C .'AY -GFT AT LWE LINE OR A7 A YDYWW 7 P14T1 TP. CC'.TNO if➢rl YAr€]VlT.. TNC :h'I-1? t$ MVSf DE PpiPFNOI1M,y 70; PARALLEL OR ^YJ♦�17,C VIA TI>C L7ATE lkG Y ^CL.-]L1LG ML 1JlLCTLT. > . CLC�7:ttziFlC. RG. 9TAL'. BC PIrJYCIGI .410/OR 10:PyAC .M'7 THE ,"ARF C•ALACiDYA MAIr'A6 5N 1RWLTOA TRiJT:RVTiCNC O[M�1UTT0; PLANS 21. NO LANCS ON 5R-111 YAY BE ROS31 OR OBSTRUCTED AT ANY 1111E UNlF55 sEaRCALLY AILOMFD PFR THE C/KADAaWplT PERMIT AN0)/pl AS DIRECTED BY 'AHE aTY3 REPRESFTliABYE 3 PEDIMTRIM PLMH BUTTONS SHALL DE TYPE a ANO COMRT W7N AOA WNGlES PIOESTMAN PUSf DUTWNS MALL LYE WS l 1a- fAOM 11NCa® 9aiFAC[ 21, 9k.'AC O.TQiCa.NC1.7 CA.tF 32c1 L OC liSTAdim •CTMOU7 7`LKL$ KFa471 O?tik0.:ER CWPq. 't: 1N1 NDT dE OG1A"vYl p ODN09i H%t P91LL OCx Chi6AA-F1C PORTt c1T YJCTaLr al' SK COCA✓'70iC^ AND HE a'T%.SiXLD m TTFWar N0 9AL LUCS JSPA 'iib NDT wMl1 ML co .MW ?WL cc 7iFT5N = 'R TIC WO IDOLNAL G 0 LAOOC TIC Dr+1TNDLLTR CA9i{'T= AS-T.VL C-. y",AUL[CTOR^ 2A. .LLL CALVADED EDUWWDLT 71/3L R11HN PR�f]iTY OF 111E CITY pF a ww & CPl1RACWR SHALL CONTACT 71E an PRIOR SO OGlVtR1; 2S SCNAL y MOM %' LL CC UNITED TO 71E HONG BLTAmI 8;00 AY AIA] ]a00 PM YWOAY iWpUCN 3NURSOAY EXCOPT HOLIDAYS. WAAL, MALL RM" OPER.A7wNA1 OIWNO CONSBB1CT OF YM6 PRO£CT. 2L WS% NC1T C411tYJC77K. AFd 10 BE w5dLLEP W m0SIW0 CalOIA75 VON E76SIWc WNOUCfaG, Opt1UCiO1G 7LM1 OE RELOYTp. GLa11ED ANO RW"Gl'TALIFD ALOIIC Wd NEW .��xo3�rA T CffY OF LA OLID CALIFORNIA � 8 N I r• -05�- TFLFfC SKCdIDAFLOi1M =Fi3CIA,T'.dpF3,, iT-Th-0• STATE HIGHWAY M AT DUNE PALMS ROAD POLE SCHEDULE. PDi xTA .f.v. Gx �Tiw4 rLVYfM,c PW P4Y. WTItAT • a'hS aOCA'+JI TIF 'OtleT Y01 bOT {IfIAC FaT'. OVN 0 � 4 •P I v ,]df IXe-1.,7 S-t_T y LLSY • � ' { rFs-1n ]if 3Y pP p -1-Y ■ �T •- F/4 - V GT LTFCP er aar� L - - - p+.t-T !no -c Cab aY rr LS .Oo 1«7 S -WV. TA -:.T yyyF •-s�u� iS - v: �' - ..r -.-T O Tn AGC T -}-G4 Y I.T u 1F9 -f f-lxi.. 9.a..Y ♦ C - tiY! OCn Ora• ti.� 1C - -ti4]•Y - i..1..4 ! t Wit 9 1 �r.= a•1 - •C1 POnNAE YAR Alal PRL L.R'ATA11S PNaI W QmEI%N0 Pp£S RT ! =�AA1C BM PO -2.1 I I- OF E)FA - ^^ uanDill w- a P. nal AnDd¢ DLAL.IOLLP.i91 mNn tw IDN A• IN Naar ur. i IT�.�.?.y6OL7 uac lwomrlw o-laaa .�PNc L Na �1f WI'AFQ1. w •F+R I!IW nrn cFs YTS m ELEV.•4tf24 • = OM.Y1LMt5 MM PIAN C THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY HA �11{ry � GaAi 11 L1 LTIN A.I+wM-�NAy�-�.Y.�S Y• 1-rr 08033-35 TRAFFIC SIGNAL GENERAL NOTES SHEET TS -1): L Arz tiC1G m 5>C F.aPC CO wn,�}Au WM TO BE DIC 7W_ I TO hK FFalticWc. OF: l;j F3A119ry PVIYL3} Dy YlrrJwPL�4%�=YT` AjyK 1 U1ii3 G4Dilf OK 1T@ . I"✓AS M1RE O- --T ANC A=041C TO TK or., W XVV,.'%L NLaW10� Y>K COA'Rw_^.Y:R C REDIFfOa TO TAAi CiW b A"i1R'Gw 7NC nnCf :DCAVOM OT ALL .Yi+RCs 1'dC.A1 Yg1o( TwIY MAY DA4ApC OR ATaIT>fC kTN DJa]a FACif^ u�YAF. /ilHP - COCO% �'l-rppD� S 1ME a1NiR.ACIat 9WL OIiUW ALL NCCESSARY PMAW MID N07r ALL 07ECTED AGM= ANO U]II1TY Ca/PAN6 A WHWUM OF AS HMM PRIM W STMNS T OF CO?!O{CTWH. 4 » DMIA.'EA CA4..E0 /C `+i C.�NRRIti•TAVY Op{RATkT' TI¢ CD�iCGCiOT "dW>- At RC -i C,16(i.SC "Aw LR RPP4AOti OAMAtY� FACRlRS P?AOWf6.Y W ACaO1n0AyCT N1111 STATE TCCF{ATGG 3. lAl'LiSS TN A• RC O'Of..M"X. aCO/C11Y1 LO0.'Y ONA;L CK C DmAcm NTM lo' iAQh0 A 'INC PIGGIID}( O. OYAYT:. hl }C} Sr.OVJ1O 9ui4 BE LCCA= PRM TD P,'=DDIAMC OETCGom L NLW tOOCI;• FSI�L. `auL',4 BC t]• WON OAOKP,ATl:. 7Y NOUi C, 84L1OryAT� HCI `+1AAL DE ME1/y, AJ. LLYCL ^JGL' ♦% TTL a..\C' P�1;7C L$♦a'�C FIFw: A`.L ltl.'L� Ai IiDT PtTOIeTlC0. 7. PCOCYIFM lQY lN.'t* 2t.., it CXW OC -�Trc WDf t,, acrFABaea a OOICTAT Wr CN A1.v5iNC P1Wkt OG%L'S 71x11- BE TV% O FP ULE BO PYA, 2. mess SHORN ODEAWLSE, 2. sv -;0"Com!' .IOaG 'AALL MT DC -7-Cp.- ,MCE CM W MR] 9Wl ROT BC aZrol= w DHE TME mart RS TNT czM-T,y;_- 1¢ PULL 00= S BE Nc ] I.PIIEi", O7MEHRL'i N07ED Df1 YNE PLAN. PULL BO%6 SIAIt NOT DC LOCATED W OR W1WN if or ANY Cu1Y0 A, .S RAMP OR DAIVERAY. t1.YA.:f ARM MOUNTED SIGNS STALL DC FAMWO TED WU Htal "UMTV RU ECAVE SM6lWC. 12. THE CONYRACWR M T% WYH TME GYaarE7R YNE MEW MD LOCA710 WI OF ALL iRAfYTC SIaIAL COWPNaIT PRION 70 INSTAIiAlIOTL 13 ALL 1ANOSCAPINO WM]1 G DAm, T OY com4 LUCTION ACTPABES Si4:1 >Y RmAWED OR RIPLA®m TIE SA71.�F' ACT%?! OF YID an AND, PROPain A6N L SA' COFiIRACIDR SNAl1 Niwpl ANp PS[ALL Ma a BARE CROUNOWO W CAW DONWIT (N•. 10 Y IT I91iTARG NO PONET( myDUCiDp,S)• 15. CWTSNCi9i ...-.. Ag1AVTE m 1Y.1; A .7-G4'\' }[aORe'TwN, a:.AFrm TO Ibw( AYC TI'IE GV9- LTIT Ah7 LAPLOIED OT 7Yl GYP. LMST:" MANYYACTJSp1 [h Nf3 ✓ ATAXYS Pq(+T}Tp AT TML ux il¢ CtAIYAr 5'O.Pi1! 1?ti THE F,.V9. 6wr ti Wt De 1Y1%aTR"a PDt DtiveA.e rJNa 2rlC 14. NO EC,WWENT aR MA70UALS SNALL DC swcD N THE RCC -Of -WAX P. ACL DL5Tµ0R1CPJ A1a:.s DF lw RADIT-,w-IDYY wr.1 or TRFATCO EW dimal 0:),,Um 0,,;,, F MAB1;'ADOiC OEO913NG1 A; OMCs -ID BY Iii mrs QgI L.'YY `JC [nNiNASTa4 V.L DE 7R'J. tMl N0T DE RaT4sOD UKaI, 5 .i7Di G MGL dsrAlA31(p. C1WatG,w, M1141 NAK 4+irO1lSTTe WYI{ ANY �'•*"{'C." BY THC CG1iS(RyCbpi PROFCY. /OR WkT AO A RCI,. OF. Ql CM= 114 �I'aIMY MaOp;TN:'g GY�L S1OM MONUMpTlS SNA[L FS PROTCClEO OR SNAIi Lie 4He ^s.TlYtW �'A� T IT m BUSfaSS ANO PROfB9a1AE ttVE SCRaL 67OD TO 9DO5 U. Ulm Pl0'T([p, Tri PA'/(,IQ1 10RFT 0C .'AY -GFT AT LWE LINE OR A7 A YDYWW 7 P14T1 TP. CC'.TNO if➢rl YAr€]VlT.. TNC :h'I-1? t$ MVSf DE PpiPFNOI1M,y 70; PARALLEL OR ^YJ♦�17,C VIA TI>C L7ATE lkG Y ^CL.-]L1LG ML 1JlLCTLT. > . CLC�7:ttziFlC. RG. 9TAL'. BC PIrJYCIGI .410/OR 10:PyAC .M'7 THE ,"ARF C•ALACiDYA MAIr'A6 5N 1RWLTOA TRiJT:RVTiCNC O[M�1UTT0; PLANS 21. NO LANCS ON 5R-111 YAY BE ROS31 OR OBSTRUCTED AT ANY 1111E UNlF55 sEaRCALLY AILOMFD PFR THE C/KADAaWplT PERMIT AN0)/pl AS DIRECTED BY 'AHE aTY3 REPRESFTliABYE 3 PEDIMTRIM PLMH BUTTONS SHALL DE TYPE a ANO COMRT W7N AOA WNGlES PIOESTMAN PUSf DUTWNS MALL LYE WS l 1a- fAOM 11NCa® 9aiFAC[ 21, 9k.'AC O.TQiCa.NC1.7 CA.tF 32c1 L OC liSTAdim •CTMOU7 7`LKL$ KFa471 O?tik0.:ER CWPq. 't: 1N1 NDT dE OG1A"vYl p ODN09i H%t P91LL OCx Chi6AA-F1C PORTt c1T YJCTaLr al' SK COCA✓'70iC^ AND HE a'T%.SiXLD m TTFWar N0 9AL LUCS JSPA 'iib NDT wMl1 ML co .MW ?WL cc 7iFT5N = 'R TIC WO IDOLNAL G 0 LAOOC TIC Dr+1TNDLLTR CA9i{'T= AS-T.VL C-. y",AUL[CTOR^ 2A. .LLL CALVADED EDUWWDLT 71/3L R11HN PR�f]iTY OF 111E CITY pF a ww & CPl1RACWR SHALL CONTACT 71E an PRIOR SO OGlVtR1; 2S SCNAL y MOM %' LL CC UNITED TO 71E HONG BLTAmI 8;00 AY AIA] ]a00 PM YWOAY iWpUCN 3NURSOAY EXCOPT HOLIDAYS. WAAL, MALL RM" OPER.A7wNA1 OIWNO CONSBB1CT OF YM6 PRO£CT. 2L WS% NC1T C411tYJC77K. AFd 10 BE w5dLLEP W m0SIW0 CalOIA75 VON E76SIWc WNOUCfaG, Opt1UCiO1G 7LM1 OE RELOYTp. GLa11ED ANO RW"Gl'TALIFD ALOIIC Wd NEW .��xo3�rA T CffY OF LA OLID CALIFORNIA � 8 N I r• -05�- TFLFfC SKCdIDAFLOi1M =Fi3CIA,T'.dpF3,, iT-Th-0• STATE HIGHWAY M AT DUNE PALMS ROAD m w NS'i ,9-G pSrALL 1 NCD A:+r WSi YL', DgiALL l NGY ii]4 +LBRx BEWJ*"M BU PD -2-1 aASIS OF BEAMM LQ1dth Il/i I!-rIM D119iG1¢ vAr 1C1[LFA8J3 u r ri WDw u HL7FII^_�fd0 u Dc DDaffcna a Duns � x •D..�Ttr YWfF. +. �' ir�Ooum ooeDxac>ac.aedrxx -.w.., ELEV. . 4612 LA QUINTA DRIVE u' z a p(apV.�1 61 YC a AD(atD). i 7ra(IDWDj T a'G 1 IDi�ADDlT ipuCil60Da DAA 'Dn rD..+C rtaw.Ar �r�C G+u-tc�'x TMS PLAN ACCURATE FOR ELECTRICAL WORK ONLY NOTES THIS SHEET - 1. FOR 7R M0 SIGNAL OENFM NOTES. OONSTRUCTION NOTES AND DETAILS SEE SHEET 7S-8. 'ItDoti 2 K u PHASE DIAGRAM { 1 , s13 @7 1 pa DeaR'Dal otao, VSDs IDplwwv ,11- Y. wN GSY DD LA OvN'A v n�� Dm DDr..r.. CRY OF LA QUINT GAIIFORNIA NIONWAY CORRIDOR 1WROVEMENM TRAFRC SIGNAL MODIFICATION PLAN STATE HIGHWAY IV AT LA QUINTA DRVE r ..r PROJELT NO.2OW437A 08033-3E X m W 00 TRAFFIC SIGNAL GENERAL NOTES SHEET TS -1): i. Aly TREWS ro AyLB9£1' Aw Al. IrriCL rD NIE DQIE SNwL. GararJc ro tNE gYOC1R1♦Q6IS OR ax AS Gr {.y 4g W. D®A,t']0.'T DP LUafyoRT�.lrs'il (SwL1MAiC ^7Aia= awo x- yrclnDAw1P� 1ID7 N4lT SF�9}1I •.SMX WY�N•A rGKKJIL Dw GtM'Ti6 [nW4N. DLY.�} O2 axG+A PN�°AL1vDNs OR ti D�LytTD ,rr La {TRY'S XE7'4SUITAA 2 Ui. JrT�i 3>pPN Ra �"£ CLNC AN[ CAbtC:. M4 AW+'lAIt log Lmw DP A m= NxalaPDs BIC t=1117NAC1W K9Dt�=)W-= V�ID� til TAPE i Al A�rPIC [ACT tLCA'�DN Df ALL 1� A.DI�4 =) �f-ApMrDD}VAY 6HutE OR aiR7iPS INN SIGN IAMJ= AS I:G/BLACfOR SNAIL WTAW ALL NECESSARY PD WTS AND NOSIFY ALL AFFECTED A EMCM AND UTAlTT mWPANNc A MLYIIRIW ? b Nouns PITIDR TD START ar Wrr+77RIOpON. �. WERE DAWACE IS CAUSED M T14 CONINACfOR'S OPEItALWS, 17S CWTRACTM SHALL A7 MLS E5415C REPAIR DR REPLACE DMA® FAC6RES PRMMY W ACCWOANCC wAl +TARE SPEai7GA0NS a UNLESS W40YN 07HERWV. INDUCTIVE LOOPS • N1 BE a• LAWYER w7K 10' SPADwD w AE MffM W K MAVFl NEGES.AW SMPM SNAL BE LOCATED PMOR ro POSIAWWC DETECTORS A NEW VDOCLE NEACS STALL DE tT I67H BAIXPUTM AE HOUSING. BAOOLATTS AID WWRS STALL BC METAL M11={45 2W.L. K LED GLASS. PEASTC WYCE' ISMS AND LENSES ARE NOr PE71WTiD. 7. PMESMILAW WDIGLOKS SHALL BE COUN74)0W1 TYPE W7N LED WDGATMOTM 0. CCNOW7 RETWCER ADdONWO PULL =ES 514AAL K TYPE S SCHEDULE BO PVC 2• UK= SNOW) DPIplW 0. LICROUNOED SIGNAL CONDUCTORS 94%LL NOT OC SP, M. SIGNAL sur4a CONOUCTPRS STALL NOT ,A INSGILM W INE SAME CQNWrt AS TNF SEUL CONDUCTORS. 1Q PULL DOTZ. 5KAU- OE Nu &. UHUESS OTIWIwg NDIm ON INE RAIL PULL OOyC STALL HOT BE LDCATM W DR %THIN 124 OP ANY G.NO ACCL`A RAWP OR MAWAK 11. WAST ARM UCkW D SIGNS S ALL BC FABRNCA= WIN HIGH W7ENSTY RlTlECOVE SK,,I C, t2 TIE OOMACIOI M YgUFY YM HtNNCE 01GNFiA TIE P=SE FIELD LOCA710N5 OF ALL M42 9QIAL FDUIPWFNT PGON ro wS7ALAT1G1. li ALL L MC DSTu Tl NW W 1S DAMIT DY CWSTRUCRON MALTOFS SHALL fS RFPAfIDD OR REPLACm TO .715 5A71TAC7M OF INC GRT Awl 11C PRDUE OaNflt 11. CaYMACTW STALL NRusl ANLO INSTALL Ha 6 BARE OiG.TmutC W EACH CONWrt (Nq t0 IF IT CWTAWS NO 7C7•FR CONOUCTOHR}. lA CWt•KTOT JrAL' AIOIMICC n HAVE A SIGNAL AOC Qlj IL OgALM 10 WM W THE LY1. LM.IT AND GWA1ID OY 1H( EYP. 1lAfl': MANwAMURIX oR hz � AF3lrAlm �7eT AT INE LIE 7HE CO6LPWLiT C tU'RN6 Dti r1c r vp. VERT SPALL w MLIVATJ PIR CAi m, 5 A /QUI. -- -%L L& NO EQLPMENT DR YATEMALS SHALL 1E ST,,® W THE M,,, -OF -WAY. 17. ALA D'+TJwRA ARY.AS W TEA: MWT-Wr y ACV 6C 1TQAIID FDR nNDGaN ctRIRNx EaYDRD '.ELLTM' S L7R CGl`✓A4p(F. Cd AS SAEC•"S W :NC TA7�S ET+tRTCL OC LRY ITA MwN * rpP IXW9pe rA1{gDL 4.i w0T ar Rli r..•.. WTA RNC SXiMW W11 +✓^. TME ,�. _ OC #EFPbOC rpI ASa^'F OF GEv IXVRIAa-ileJFTUMLS m D�µW�CS 1Y�1� uL 4^+114)S:D %YA 'IQN.' AND/'Ott'3 .`S A 9CF4.. DF OR CNT� lA NLY A ".µT TO BUSICSS AND P�POF6K]aNPOO, OWE SCOd BMO TO aW5 Q+DN7 SllnilrF'S ML'i 10. 'MIE7LC OEO494rD. TINE PAVISH}IT MUJT BE O4k- Wf AT LANE UM OR AT MINIMUM 2' AW RHE H']C'D!i0 SIA{ or PAlvan". A'E SAYI-m75 MUST BE PWQIOLCULAR = PARAUXI� OR CONOEHMC IAN iQ'RAS WNW( COMILM 2D, All AF11r= SCG. HAM7.'LE "0,=N 0,= HILCO Ow= 0'-r+ ' DE "=MMAND/OR RTPI Arc iN..A'Wm AT ND Cm to PR CC NACCOM MM WN THE CAtlt(Nr STATE STpo PL.WS ANT Thi 22M CAX O" mwaA D, Iw, aiIw, IA Y amlt l {WI } 21. NO LANES W SR -111 MAY DE CLDgD OR OBSTRUCTED AT ANY TIME UNLESS SPEOFICALLY AULD1ED PER LIE DICRUADWENT PEWrT AND/OR AS GRELTm BY RNC MYS RCPR®RAMVL 22 PEDCSMM PUSH BUTT" SHALL LS IYPE B AND COMPLY WN ADA GMELRNES FtDE3=M PUSH BUTTONS SAL BE DCYALLEO AD• FROM FWSm aWAR 25. .;aaNA. w1TROR•NE"7 CASE T•NALL OC wSit "MIT WJ= BETWEEN °C •'DEBATE CATaYC4.." AND SNAIL wi RC •CniALLID W Lb07iA: Or PL.L ODk CGPTAMO POIa75 .:WWCISG AIL `.Y AND (A 22 .-lo TEL KwSWOLLEEt C'AB/+LTC;�issTAu F2 CaOiCLTm T�AW4AArl :o IHC T0D U--- I 24. ALL SALVAGED CGlB T SNAL IEHAIN PNp{+ER'IY aF INE CITY OF LA DUWIA. CWIRFCTOR SHALL CWTACf 7NE GETT PRIOR ro Ok2JVFRIL 23. SOUL SHUTDOWN SIN.i. M Iaw1ED TO INC HOURS WTWF HW AW AND S00 PY lNGIDAY 71W0001 1NUILDAT IXLIPf HOLIDAYS. SINAL 57UEL HEDIAW CPGENLGNAL "MG GOT6OUC71W OF AllS ?RD=. 26.•eCH2 NCV GDINWi+-R11� N¢ M BE Wm W M STALDOMING COH S WIN E=mc WNOUC10fiS N IOU L L?GUCfOG SEAT:. W RNOW D. GFAAM AND RKMN=Al2ED ALONG WIN NEW l.�,x, B BIApC; 811 f0-21 ! 11 OF BEAA51M 11xY1D1 1 iFi lP, MiM OtDGIE n.r T0E1 T1E1"DL IRON nA Rai I' W r0W1NNf bL L-:�wr2�r�''^ M LLC IwowDilN 6 I1LLC uONC ND Ail11�N IDBS AT WAn.D Na.•W rR1Pas TQM ps E. - 4s124 I ; POLE SCHEDULE >��PG�M-TyyiIaI'PE]�1��5t�'�I:--;1liin'If �1T�,awEIwr�wlt� P01 NM.. ;1Pe.L Kt^Y. IArr"- +vlAl M�ILON1aNa ib AWrN wRTw P .«[ L]CA1A1A ,ESNs 111K, waw. HM NA rw aM PD1 rwa rw{ ",.- . • I•s,a AW �i'I �tSLcic��Di� Qf>� to FP - •lvabTi _ . { tA71 0� t0a $ W` IY 9E0 mom' --i 1 }SISI-, y,,,j. { OCs' OCt mc�aivnlne�aran u ,p Tv -a -i - t. -r.-• • INP ootr oor b 50' ne a• -r -T SWAY b• -r -T' A Owl Oci d•� �� ,.eeerl�aaltllao ==Mm (nno a ALL DT.M.oNr aces r•ACAc wawa c r - wls w - NeQanxa FB•/AR MAST Aw POI LOEAtaNO PROs A DIDOaia nn8 : s>< RALmAm, 5Y nAx aa -Ac CONSTRUCTION NOTES SHEET TS -3: ID FLY:Y AND 'wA.Y'ASY 1731.UG NOOCL iIOC QTHFR41�RN. fiixml[�-'1' A718.Y A•9 ME 3]2 C.I$IfEL LfdAD'S lTP.7NATCfL + A Q. W -u 711•E Ae15-;t PO L' ]tiflUlE WITRP.-0[ Av'FIR x. Ai7Lyb.0 DETCCAR. AS, U FDR GGii PR+�. mn71NASGr D:-J:cmr Aa.a A&-RJ+WO' [OVP10.7 Caw.rn is Ig1t :^PL 'X' AUPLPNM usd; aG. 9t0wi At A� W.NC: OPIOfACTR DULY PFraK JaIU dl•tYACiDN Au 1 'RLI PAD'ADE A C:ANPLEHC STS±]L RDACAS WSTWC OME7IODKv VtMaC,C P14-L4PRCA IO I3.`H il46rxT. EW74)A'"7 Nn FOU14TATDrL YS SPr.SL PRD+s'-AG. 02 EASING TYPE III -CF 120/24DY SMVNE EWIPMENT ETNG OS RE W M 2 TPC V PEG 7� INSrALL SOI AS smut []4 P 90W AND SAWN DC"K POLE. WAST ARMS AND PEDESLtl.W WDIG11gN, AONDVE FIXw0.VA01L RIOCATE ALL OlM EWIIPIUNT ro NSW PGF UNLESS HoiE,n 07,6 p nAW N AND MALL NEW GOURMOW TYPE PEDESO AN M CAMM © RELWAIE OOSTWC DM OPTIMM C UMMY PRE�LPLW 9]7VRa UNIT (MOOCL T1) W 9G1AL HEM M NEW LOCATION AS SHORN PER CALLtAHS STANDARD PLAN ES -AE Q7 EMSTWG 2• =O Al Waw 12 PR 110 2'. 70 CQWMO M CADINLT Ar aM PACMS MW (A' ,=L LaIW M TO ,La © E WM0 14' WIMOT W w T2 FR pa = TO 004%ft 1IA ar r AT AM= ST%MT, (A"V=L }X70• CL TO G.L ® REPLACE E1O^SMIO uflS-z(CA) SIGN HILL NWF RTS•i(Z.V 2CF, ® PUMM ANO MrALL METEILS WS STSEN " MaMNAL UPS/BATTERY CABRIEE SF SPECIAL PROVISO$ �1 f'JW-91 !W IrGT.�':. [�LOLFiC FDY TS D 6LRi7WR C'LIGIA G[ L•JNIWJ'E 4A:.T ARr/ TEST GOLC FROM V10E0 OETE=W CG.TMRLLi TO r.LON N}A AL A5 `To OR7♦ X ITC MANLSACTIFLTL `3E rX FANTN' s rGO JC.rAL'-11GE SNAIL WGL10E 19[HC:PrD NAN211+1AHS As Es0N1NED m NNDT'RiE TYYPNC AHG.L ® REMOVE AND SALVAGE maST G pompE N wGGVAGL FURbM AHO INSTALL FWEMMW CMNMQ N wOCAIIOL SM SPEWL PROVISOES TWS PLAN ACCURATE FOR ELECTMAL WORK ONLY -1=57• • ooNS MLTLMa Maw+•:IN�iY6�r.r q° •-.cia.Ir C-rC . C/44GIDR fiCwJL CAGE CITY OL U W IMM FVn LN Ne �S� 3 LITTG NaLTFI' � >��PG�M-TyyiIaI'PE]�1��5t�'�I:--;1liin'If �1T�,awEIwr�wlt� 37 •iw.1T..DA+OA.T1•�QFRY�NRi wJ �tSLcic��Di� Qf>� vt ATLAQLANTAADRIVE _ ��.NeE Aa _ mc�aivnlne�aran 0=0M on lgiii �� ,.eeerl�aaltllao ==Mm (nno or�nneaos�l annnCtmam aaanretsamm ammumnom �_ :, �10Cn�30di1 Irlla�onon QQQQ ®El 1�Qli �@�ElalumEmm L:�i�eF7tlE�la �iW i iii inn --on »iiii i mmmmmmm eMMMWMB iii>lUrii iiAi■iii nMoa an mnaamnnn JE'EnQQlE� •r r[R�yPIIPyFE�y� .��,yl • ®I�ti�l�l C-rC . C/44GIDR fiCwJL CAGE CITY OL U W IMM FVn LN Ne �S� 3 LITTG NaLTFI' � I BHEE7 NITBHWAY CMMDOR WIPROVEMEWS 37 TRAFAC SIGNAL MODIflCATION PLAN STATE HIGHWAY m vt ATLAQLANTAADRIVE _ ��.NeE Aa _ m w CD ,4 Yt+a1 7 r y r� c `= W-,, < ptpY TS WSSAIL ]'� ADAMS STREET LEGEND 01 42 1 U Z10 OEIECT{ONui jo �rkv o AL woeDcAUFRnoctcCrAN s— cr NOTES THIS SHEET: rc .ies �,4cTs 0435 t 1j1S N3iNl a 1LV I l,] rS 2 ]wi- 1. FOR TRAFFIC SIGNAL GENERAL ROTES, CONSIRUCi10N war n. z wpw ' � ai_ S r�r rc z iwam5.: nY4�q NOTFS AND DETAILS SEE SHEET TS -10. DIG rc a. BASIS OF WM W& i ACCURATE FOR ELECTRICAL WORK ONLY AhG7[tS.FP,FB m.n1 rb m. r >r �ouort aL ��,,.cte.y a ' � wr 4iRl.0 ow .lQt 1'011 m --mro+..— " CITY LA M&T CALFCR\A I f -L ■ 6 ` !''"' TRAFM UGNAL MOOIPICAMON PLAN �`�n ,4 Yt+a1 7 r y r� c `= W-,, < ptpY TS WSSAIL ]'� ADAMS STREET I— PHASE DIAGRAM n st wsT.us a raw uc 01 42 1 U t Sy lie t s— cr NOTES THIS SHEET: ll l,] 1. FOR TRAFFIC SIGNAL GENERAL ROTES, CONSIRUCi10N ' i rce • wa NOTFS AND DETAILS SEE SHEET TS -10. DIG BQBiI'k"Awe BM PD -21 BASIS OF WM W& i ACCURATE FOR ELECTRICAL WORK ONLY AhG7[tS.FP,FB m.n1 rb m. r >r �ouort aL ��,,.cte.y a ' � wr 4iRl.0 ow .lQt 1'011 m --mro+..— " CITY LA M&T CALFCR\A I f -L I— PHASE DIAGRAM n st wsT.us a raw uc 01 42 1 U Sy lie t s— cr NOTES THIS SHEET: oc¢vw tea, sca, wa�..v tti- w,sw ..«a Aours ysa�r- a3 t4� , ,rrc ucrAu� taw otc�f�', + +� At1sw a .a na 4 F e n st wsT.us a raw uc Sy lie a 4' sd�4,vrcvnuaxcrwc I NOTES THIS SHEET: ll l,] 1. FOR TRAFFIC SIGNAL GENERAL ROTES, CONSIRUCi10N ' 1 rce • wa NOTFS AND DETAILS SEE SHEET TS -10. OSa33 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY ��,,.cte.y a ' ••••�• •,-•.• • ,•w --mro+..— " CITY LA M&T CALFCR\A amEE1 " HIGHWAY COPFMR A/PHOVEMENTS ■ 6 ` !''"' TRAFM UGNAL MOOIPICAMON PLAN �`�n STATE HIGHWAY M -.. . �T^g' ADAMS STTiEFF y n I,,,�"'� SAT � wa R,. , a. r PAQIEGf N0. 4D0447A m^ Y C) TRAFFIC SIGNAL GENERAL NOTES SHEET TS -1): t. ALL Ir= 10 IK F--#ASICD +WD ALL VCfOL TD BC DOSL'.'SWI. CATCDRYI -0 THC WDUF NLNI OF: K RA%' SA CALs0W1UL yPAfl'CIN:NT TRR4EpORth7TOH (CA:IAAN,I^j STAlgAEG ✓YLIA'S A1D CAIL A GATED rnORti70�by DIC SLI OfLAPFjC CGeiL[DL GC.'WY,w:CA} 2 URJDu :+IOTFi ON L4.;* pAyS AR(a Gt •V,p A +7APA3' iB frlC {7[F(AY q: AVALAr-,t; raca.ai TOC a?':xCtixOR +slwwo TO TAOZ ^al 70 New ' •aMKhY�S Ho01 TCI OCNC %CN.xiKCCcleOR A'SllE ERUCwT 1SM CSUCHhlfail FAC7rTCuw3. L-9u1G 7R CE +�iFt- is007. 1 THE CONTRACTOR 2WL OOTNN ALL NCCE3SApY PERYRS ANO NOTFT .LLL AfTEG1[D ACD1C)L$ AND UDUTT C'ONPANIES A YLVMUy OF b CIOL11t^i PROR m START of CONSTRUCL A WERE DAMAGE IS CAl1SFD BY TR OO MTfo01E3 OPDS THE CONTRACTOR SHALL AT HIS !]PENS: REPAIR OR REPLACE DADA® FACIUlES PROMPTLY IN AIxDRDAFICE WTH STATE SPLTIFICA710NM 3, UNLESS SHOWN OTCRWg RFD=IW LOOPS 24ALL BE T OIANLIER WIN IB• SPACING IN TNC DNMUDN Of 7Rh1EL NECISSARY S00PWG STALL BL LOCATED PAW TO POMIX"NG DETECTOR, B. IN:M V1NaE IeCeD.A S1AA:.N T{ ;y "WTI OAp4nA7LS AIL IMIL I(y BACfih AND MSUS PCCCS 4 c ODE LTB rrP P=A`OC IA3ACCL HLAGS A/O LpL`a ARL NOT FRAIOTIM. 7. PLSL:"GfL1N .l RGTIkG "31KL DC CLTITJO-w. iTPC W'D[� oGCwAS` 0. CDA➢WE Q="a)N A.TAOB{AC WARE. G0o0-_ � CE nK S 109:31 GO PIC. r Le6C=. 21*W O:%aTKSF. P. 611=1,, 1A= '=jAL Co `,j& C.' MU . W- DE 24A= ZIIQHti ELTMCC CONOUCIOIC. VH 40: ME P=.JUCA A T- SANE c`w M As T., = UL.QucT. SD. PULL OCAES SNAIL BE Na [ UNLESS DAIQIWS[ N07m ON l/lE PLAN. PULL BOxM SHALL NOT CIE IOCA7m W OR 1r[IIIII IY OF ANY NRB AOCIS'.S RA1P m ORVEWAY. 1I. MAST ARN MOUNTED SIGNS 3HALL W FAFA.ICATED WTH NIGH MTLN` Ty RCF EGRVL S,rnjN, lz TNL CONWALTGR SKALL VIRIY WTH 114E CHCINLTR 7HE PRECM FIELD LOCATONS OF ALL TRAFFIC SgIFL E0.WMEHT PRO, To YLCn1lAnON 10. ALL L/01DSGPING MHlgt S DAMAGED BY CONSTRUCTION ACIMTES SHALL BE REPAIRED OR Ra -ACED To THE SA715FAGDON OF THE CITY AND THE PROPERTY OVER 14. CONTRACTOR 21ALL IMMAI) INSTALL Nn B BARE GROUNDING W EACH CONDUIT (Na 10 IF IT CC NO POWER CONDUCTORS] IS. GoNl �iG. V A*`ANCE TC;ASL A'17FAL IEQp�AN, G;tW -D WOR{ ON W E.Y.P. RDFT AND L,PLdTLD LLT oK C.o. L78YS NNRA AF,TWBi4 pE 1CLS I4PIg3piTA14K. PR{�VC Nl INC RNC TIRE (T,TFpF631T C Ty -@7y GC T.E LVF, VrBT STAL4 Be IIyLWIC1 PEN CALTRANi :TD. FLw 17 A' 10. NO EQUIPMENT OR NATERIALS %-LL BE STDRLD W 1NE 10LA(T-OF-,Ay. 17. 0r'Ral0l7a AAGG LN 10i BIpT-V-rAT I,= C TICAIp FOR 1 GDA_ I[; 01111R0 '+- 4e LDrsYJNFIeT O! AS ORCCIEO Rl'T lHC STATUS AIPRID�AlI1{!11C RTSR f11R YW.T 0 UCo�F OCNVkL B41L lU1CIC UNE: SIC SAL,1fIC i V:1 GFA;FiJ4. 1TG fy7NIRAC'AR BOL DE O F. TLC m'f OF CSwKNC PUNT 3RN'kKS , oN o1fANKC.Y W w^�+eAK YL'SiC 1074 � AxCJWI 7Kf AG A Ml.'R. 1T 0f, AH C.MFZD 4T rPIO DON PRL CL 1RL MOL 5L¢Y:f 1AOMNL0173 DCL% S1CN MONIlYEN1S SHALL BC PROTCCTCD OR STALL GC RSiONLIO"J A161 'I RILL' INei TO BV31NIES AND PROFESSIONAL CODE. SECDON ITOO 70 BBOS (L'VFO 'Stl['.L'f(IR'i ACC?l 10. OO17fC REOL6Rta 11£ PAICF7M UTC. OC SAM�C.7E AT LANEUNE OR AT A YNBMUN 7 EIUOe�-,]LS"[RIO LDDC' FAh90]li-. Ti :AN .L]991,^f YLLST NE p""E10IDULAR To' PARAJ10, OR TXAI K STATE NASErAY CONI'a1tTIL 2C. ALL ArFEC.T,d a.'v4 BO.VOVxE MA7poG n^V,,gUK ' L -Ir =K,=ECITb AAK7JUR R�EACE V4 -IOC. AT ]FD C�.F TIT 1FC Q:Y. ,^{ A AN= w)N THE SYJOOLVp F'.J,N2 Aftl Tri 2000 CAUEORWA MAwW_ ON LFiFX A T w," Rwmm osAf.S^ (wrwM1 21. 140 LANES ON 5R-111 MAY LE CLOSED OR ONSTRUCIED AT ANY 741E NRNS "'r - T ALLOWED PER INE ENIq(DACHMOIT PL�RT AND/OR AS AT MCMED RY THE gIYS IEPRESFMATYE 2L PEDLSTRLN PUSH BUTTONS SHALL BE TYPE B AND COUPLr WTAI ABA LW®FIRMS PEDESTRIAN! PUSH BUnVNS SCALL BE 2157AUM 40" FTWA RFusED SOEFALL 71. SdAI B.1T.H�.FcLCI CAB.0 HULL 2C i - AUJB WDI -1 '' UCEZ LIELWCJN CONTRalDi CADDIE *ANO SINL WTT BG'JNLFT ar LDIOIAT CR A17i1 OLTX LYYLTAA�iG I'C1pI cohl,. CCDp.^, NL SSC CGFgLIGIORS MIALL BL SDLOg9D N :aJ3L4C 7NE HOT Bi4N LlTIC'D Alm *i. UK TQU"L TD TO RX TDO TERMINAL 4'Ao6s BE•.OE 114E cofnhx-v CADFO:TS BSTALL C-2 comweirom 24. ALL SAWA= EQUIPMENT SRALL REMAIN PRDPDLTr OF THE CITY a lA W1HEA, CGNiRACIOR ')CALL CDVTACE 7K QTY PRIOR TO ca"mY. 2S SIGNAL SHUTDOWN SHALL BE UMIIED TO THE HOURS BETWEEN P.OD MF ANO 3.00 PY MORAY IHROUg1 THURSDAY OX®T HCUOATS SIGNAL MALL NEL(.VN OPERATIONAL GURIM CoNM AcDON OF TBS PRO.ECT. 2G, Wsrc Nn +'^�"""'°"^" AP OO BE WSTAUM IN ZXMING CONDUITS WTH O SING CONooOToaL @G OGLY:GEORS 51WL BE RPAOWIL CLEANED ANO RBTONSfALLED ALONG MTN NEW )3I� ElElr ►tARLc LTTE PO.2-1 BAS* OF BEA *13Ik ��i df IA. nm M�GBIa a SLA. ST751 LSA[ mNN uc x. e• IF UYFQII oN T . 1-.SO��fD2 MAC Ix1OQ.ruNrulC I.WIE � AI y1FOGR sAaT. vri� raLF oo W DETAIL "A" "A" RED ( ] mm 0 YMOW 3 O T' OmlNIC- 3"!1i' wxN:.. -I- L'/ - NR (N- Ie1pr.AllA • = CNA WR ALT," GK PODIpL - AID['CUE _DWS mm TD ORpfTJ11C POIF1 CONSTRUCTION NOTES SHEET TS -3: Ill F -u ANS '✓�LYKY gC.^IMO TICC.- 1700 GPICITihtXlt. WNTAOLL91 A'4ENKT N3 TYPE 357 OAOIIRT. AS?W.K r9',NND.r1NYN x1181 T. .enCl tT'LO 'Y G AVALf V CCGPWO'C GMd--MR AHOW T Y. 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SEE SPECIAL PRONSONS, FYIOi�C ns�$C�R WNlka G4YDvn�A �F�A�DY U�u��ADILlDiL w�PR F1G0 rrtu. aTyy SIAL WIt4 110rxr�A NARowAK AS AT:DAxfa TO PN05STC y°W-VC AM3E III POLE SCHEDULE ROI r L•, c'M1w frit s101A i i"NK SB. UAf ...., "" Yp1f11yF0 FOUL hl�o �.':mJ ♦ rfei [OCA11x ILN.S Ar" IYPC 1 KTj Iu LN mm YD. MA IRS AaL u:m ♦ 0 64 SIrOYF 09 1. 3T Lf No T T :T-Yti ?-T-1 k tc' CRC mmonimmmmm ey:YmIR renown -- taa-r w' -1-t ca o� Cr er' iY'1 CF -1- N- r• J Avr W-� anon s a8 TAA BC MML MODIFICATION PLAN - 'r - rwx- flexr Yo"..e M mmnn wml ^Aw _ "nw -`--- _ _ _ _ _ oe�faaQ>®Q�ln m i - - - ITY.O.+T "JI -1-T C CCTI CCf 13L^ TG IO' >m E1=x LTCi M sa vm ywT r a ,�•. 71E1E70E11d©UB ww'MIIIIIIIIIImmw' O T' OmlNIC- 3"!1i' wxN:.. -I- L'/ - NR (N- Ie1pr.AllA • = CNA WR ALT," GK PODIpL - AID['CUE _DWS mm TD ORpfTJ11C POIF1 CONSTRUCTION NOTES SHEET TS -3: Ill F -u ANS '✓�LYKY gC.^IMO TICC.- 1700 GPICITihtXlt. WNTAOLL91 A'4ENKT N3 TYPE 357 OAOIIRT. AS?W.K r9',NND.r1NYN x1181 T. .enCl tT'LO 'Y G AVALf V CCGPWO'C GMd--MR AHOW T Y. OCICC.'9R '.Y7t'AR 1WG eYL CGT. SAA , (XTiore 7F1.DICOrf AF/D aCyA7L;ARY DOLOSlgMi L:OIBRLTC iY IAE1f 11PL T:' A}J:NaC OFFUGT A.: °SeO•Fl OII 7E. PLAKS CONTP.L-lOR SrAL^ SWR[ TCC HL .�A /I Ai NfAl'a>JJLi'f TO PRp'FpE A CCwu-c Sr10L W-OCAIL CIG.'TNG C.7=4, Y4gCSF F9E-iYYI}iN :0 ArM L:^CPo�T. ODrWr'r4+,Cr YCIf XGJIiSA7144 SQ �EaiL PROrC24_ 20 OCST NG rTPE YFCF 120/240V S[RV.CE CQUIPUDI7 ENCLOSURE WT( rRE V PEG 3� FUftNI$K AND MMALL R13-k(Ch) MON ® EO0.5'0NC 1 1/2' CONDUIT WIN 12 PR (IB SIC m CONTROUDt CABINET AT Lk OLWEA ORWE (mPNCOL 1.570' LL Too.) Sn DWMC L 1/2 CONDUCT a-12 PR FLR SC m CONIROLSR C.IOREf AT LA QV_ GEH M ORc�i (APPaDx 7.530• CL TD W © ms I - AND SALYA:TC DCrr K A0.F Mfi''T ARL$ !!APlai..RAFF 11LiICA1Ylf. 4 AMM POOR DON• RELOCATE ALL OTFFR Q00WENT W NEW PCL AKD WL4i A D 0cm fimm OTtfl[IN2 1vk CS, A'C WSTAL• NEW CIDIY.DGW Tre PCCOMAN IRDMATON, 70 FVAe9! A+A YLiTAI:. NEr1 CAL DE:CCIDR MCNA:. 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SEE SPECIAL PRONSONS, FYIOi�C ns�$C�R WNlka G4YDvn�A �F�A�DY U�u��ADILlDiL w�PR F1G0 rrtu. aTyy SIAL WIt4 110rxr�A NARowAK AS AT:DAxfa TO PN05STC y°W-VC AM3E ir�ca�cerkeriersua�C ROI r L•, c'M1w IQssQ�cmmllm Cld �:�iirloil' _QS fJ33# nnn�OeQon. _ QiC1i1nnm P 1n mmonimmmmm ey:YmIR renown A mm�nommen o©�e�Q�Qo�i NOWAY CORPoDOR IANAOVENFAUS • �`` " anon s a8 TAA BC MML MODIFICATION PLAN 3Q v roxlfuLTTNo r , c.a " �� STATE HIGHWAY 111 M mmnn wml ^Aw _ "nw -`--- _ _ _ _ _ oe�faaQ>®Q�ln m ommm mmmmu© >a>m E>.:.a �eleenaSEEN ®�I��iQYf3friB� R m-Eaalm©m. 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Tradition Club - CONSTRUCTION 292 201 91 746 Ave 52/Bermudas — SFD Complete as of 1/1/09: 201 Complete by 2012: 230 Complete by 2015: 255 Complete by 2018: 292 3. TR 28409 - Flores de Montanas - CONSTR 19 8 11 9 NW'ly of Montezuma, NW edge of LQ Cove — ST -0 Complete as of 1/1/09: 8 Complete by 2012: 10 Complete by 2015: 14 Complete by 2018: 19 4. TR 31348 - Estates at Point Happy — CONSTRUCT 72 41 31 38 West side Washington St at Simon Dr. — SFD Complete as of 1/1/09: 41 Complete by 2012: 44 Complete by 2015: 64 Complete by 2018: 72 5. TT 32397 - Laing Homes —APPROVED 74 0 74 28 West side Washington, north of Ave 48 — SFD Complete as of 1/1/09: 0 Complete by 2012: 10 Complete by 2015: 40 Complete by 2018: 74 6. Wolff Waters — City RDA — CONSTRUCTION 218 218 0 15 W/side Dune Palms Rd, so of Hwy 111 — MFD APT'S Complete as of 1/1/09: 0 Complete by 2012: 218 7_ TT 34185 — Sienna —APPROVED - SFD 11 0 11 9 Along S/side of Whitewater Channel, E of Jefferson Complete as of 1/1/09: 0 Complete by 2012: 2 Complete by 2015: 11 cumtrafficLQresort list rev F-2 8. SP 01-055 - Centerpointe —APPROVED 224 44 180 28 SWC Miles/Washington - SFD/CONDO Complete as of 1/1/09: 44 condo Complete by 2012: 44 condo Complete by 2015: 80 condo; 25 SFD Complete by 2018: 180 condo; 60 SFD 9. TR 31816 - Westward Shadows - CONSTRUCTION 26 18 8 8 SEC Roadrunner Lane and Ave 46 - SFD Complete as of 1/1/09: 18 Complete by 2012: 26 10. SP 2003-069 - Watermark Villas — CONSTRUCT 250 8 242 21 NWC Ave 52 and Jefferson Street — CONDO Complete as of 1/1/09: 0 condos Complete by 2012: 32 condos Complete by 2015: 120 condos Com nlete hv 2018: 250 condos Completed as of 1/11/09: Completed by 2012: Completed by 2015: Completed by 2018: Completed by 2021: UNAPPROVED / IN PROCESS: 268 SFD, 44 condo 322 SFD, 76 condo, 218 MF 435 SFD, 200 condo, 218 MFD 528 SFD, 450 condo, 218 MFD 528 SFD, 450 condo, 218 MFD COMMERCIAL PROJECTS A--�I i+ DR9 3 c ese 1-11-781 ,-Ggare feed- t-er- last pad W7t IR tie-ReiF�•t-i�•a�p�•-C�rer-oie�rter•--N�4�L�a��r+�,gt-��1-�-: Gemplet-ed as -of 11V09! 0% Gample-ted by 2012! 4W_ Oef ii p leted-by 4)4-5: 1-G APPROVED / NOT YET PERMITTED: A. La Paloma Assisted Living care facility - Specific Plan approved for 236 assisted and independent living units, and 38 dementia and nursing care beds, at north and southeast corners of Ave 50 and Washington. Completed as of 1/11/09: 0% Completed by 2012: 50% Completed by 2015: 100% ��-��-��ld'k-�a�-Fs�c��r��r�—i��f1 .- i .-,€F;.-� 13FtFIF�FFI�p•�kl-5-c�a•�-��.�-6e�-�e�3c'}F;-c�i•�M•c�IFI Street nF�€ l a Fera;l+Feelly�►rus-tf�e-a►+Fa l afarar cumtrafficLQresort_list_rev F-3 Com- . elf -►11148 "c' C�efnpie>ted-b 2012: % Gomple-teci lay X015: 1O(}°l B. VUP 07-039 - David Chapman - 14,100 s.f. office space on Palmers restaurant site at NEC Desert Club/Ave 52 Completed as of 1/1/09: 0% Completed by 2012: 0% Completed by 2015: 100% C. Foundation Group - Develop 6,700 s.f. office pad in existing La Quinta Village Center (Ralph's) at NWC Tampico/Washington. Completed as of 1/1/09: 0% Completed by 2012: 0% Completed by 2015: 100% D. Talbert Dev't - Shoppes at La Quinta (SDP 08-903) - 50,019 s.f. retail project on 3.9 acres, east side Washington Street, 500 feet north of Avenue 48. Completed as of 1/1/09: 0% Completed by 2012: 50% Completed by 2015: 100% F,,. Brad Sobel - Madison Square - 92 KSF retail center on 9.5 ac, NEC Dune Palms/Hwy 1 1 1. Completed as of 1/1/09: 0% Completed by 2012: 100% APPROVED & UNDER CONSTRUCTION: F. Caleo Bay Park - 27,595 s.f. office complex, with 10 KSF completed to date. Located at NWC of Ave 48/Caleo Bay Completed as of 1/1/09: 35 % Completed by 2012: 80% Completed by 2015: 100% G. VUP 06-035 - Daniel Cline - 31,500 s.f. retail project, at NEC Desert Club/Tampico. The 31.5 KSF under construction includes 14 KSF Fresh N' Easy market. Completed as of 1/1 /09: 0% cumtrafficWresort-Iist_rev F-4 Completed by 2012: 100% H, Washington Park - Approved for up to 731 KSF retail/office/restaurant. 80% complete (140 KSF retail and 16 KSF restaurant remain per SP). Between Adams Street, Avenue 47, Washington Street, Simon Drive and Highway 111. Includes Lowe's, Target, Circuit City, Steinmart, Trader Joe's, Office Depot. Most existing spaces occupied. Completed as of 1/1/09: 80% Completed by 2012: 90% Completed by 2015: 100% I. Centerpointe - Commercial only - Approved for a 130 -room hotel and 196.5 KSF of medical office space. 84 KSF PH 1 of 196.5 KSF medical office space underway. 5,900 s,f. Applebee restaurant completed as part of 12 KSF of approved restaurant space (also see under Residential Projects). 130 -room Homewood Suites completed in 2007. Completed (commercial only) as of 1/1/09: 0% of office, 50% of restaurant, 100% hotel Completed (commercial only) by 2012: 60% of office, 100% of restaurant Completed (commercial only) by 2015: 75% of office, 100% of restaurant Completed (commercial only) by 2018: 100% of office, 100% of restaurant >. Centre at La Quinta - Approved for up to 839 KSF; 539 KSF completed. About 65% complete. South side of Highway 1 1 1, between Dune Palms Road and Adams Street. 105 KSF JC Penney's west of Adams and Ave 47, is approved but on hold indefinitely. Completed as of 1/1/09: 65% Completed by 2012: 75% Completed by 2015: 85% Completed by 2018: 100% Cie 111 La Quinta Centre - Approved for up to 618 KSF; about 80% completed. Located north side Hwy 111 between Washington and Adams. Completed as of 1/1 /09: 80% Completed by 2012: 85% Completed by 2015: 95% Completed by 2018: 100% l , Jefferson Plaza - 218 KSF Specific Plan, with retail/restaurant uses, including Home Depot and 99C Store. Located at NWC of Hwy 1 1 1/Jefferson Street. One 8 KSF pad remains (restaurant). Completed as of 1/11/09: 95% Completed by 2012: 95% Completed by 2015: 100% cumtrafficLQresort_list rev F-5 M. SilverRock Resort - Two 18 -hole golf courses (1 existing) with support services, to include a 23,121 s.f golf clubhouse with 18,623 s.f. cart/storage; 8 KSF spa; a cultural/special events facility to include restaurant and up to 10 KSF of conference space and/or up to 80 guest units; a maximum 225 -room boutique hotel (260 keys), and two additional resort hotel phases, to include hotel and resort casitas of up to 855 units (1,020 keys), and a resort retail village of up to 160 KSF. There will also be a 35 -acre public use site. The SilverRock project site lies south of Avenue 52, west of Jefferson and north of Avenue 54, along the base of the Coral Reef Mtns. One course operational; boutique hotel entitlements and golf clubhouse building and site plans approved Completed as of 1/1 /09: 50% GC Completed by 2012: 50% GC; 100% Clubhouse Completed by 2015: 100% Clubhouse; 100% GC; 30% Hotel/Support/Retail Completed by 2018: 100% Clubhouse; 100% GC; 50% Hotel/Support/Retail Completed by 2021: 100% Clubhouse; 100% GC; 80% Hotel/Support/Retail OTHER MAJOR PROJECTS NEAR LA QUINTA INDIO - (Contact City directly for more specific project info/updates. There may be other significant projects not identified here as well) IND -1: Polo Square - Proposes the following land uses - 350,000 s.f. of Retail; 200,000 s.f. of office; 250 room service hotel; 572 residential condo units; 35,000 s.f. of commercial uses. North side Highway 1 1 1 between Madison & Jefferson APPROVED Completed as of 1/1/09: 0% Completed by 2012: 20% Completed by 2015: 100% Completed by 2018: 100% IND -2: Jefferson Park Center — 8.1 acre mixed use project of office, retail and restaurants. South side of Hwy 1 1 1, east of Jefferson APPROVED Completed as of 1/1 /09: 0% Completed by 2012: 50% Completed by 2015: 100% Completed by 2018: 100% cumtrafficl-Qresort list rev F-6 IND -3: Indio Heritage Market Place —178,450 square foot mixed-use center on 31 acres. The site will include a "fresh" market, food court, large and small retail tenants, and a combination of one and two-story office spaces. Located at SWC Madison Street and Hwy 1 1 1. APPROVED Completed as of 1/1 /09: 0% Completed by 2012: 30% Completed by 2015: 60% Completed by 2018: 100% INDIAN WELLS — (Contact City directly for specific project info. There may be other significant projects not identified here as well)) IW -1: Indian Wells Crossing — 18 acre mixed-use project, anchored by 160 KSF retail/restaurant and Fairmont Residences 129 condo -hotel units. North side of Highway 1 1 1 at Miles Ave. APPROVED, NO CONSTRUCTION Completed as of 1/1 /09: 0% Completed by 2012: 40% Completed by 2015: 80% Completed by 2018: 100% IW -2: Indian Wells Tennis Garden Town Center —Up to 400 KSF retail/restaurant/office space in a lifestyle center with 14 -screen Cineplex, west side of Washington Street at Miles Ave. A 267 - unit Remington Hotel will also be part of the project. APPROVED, NO CONSTRUCTION Completed as of 1/1/09: 0% Completed by 2012: 40% Completed by 2015: 80% Completed by 2018: 100% cumtrafficLQresort list rev F_7 TABLE 1 (1 of 2) OTHER DEVELOPMENT TRIP GENERATION RATES' LAND USE ITE CODE QUANT)TY UNITSZ IN PEAK HOUR TRIP RATES AM PM OUT TOTAL IN OUT TOTAL DAILY Single Family Detached Residential 210G 3 2 DU 1.79 5.09 6.88 1.09 0.62 1.71 14.22 Single Family Detached Residential 210G 3 3 DU 1.25 3.57 4.82 1.04 0.59 1.63 13.76 Single Family Detached Residential 210G 3 8 DU 0.58 1.66 2.24 0.93 0.52 1.45 12.73 Single Family Detached Residential 210G 3 10 DU 0.50 1.43 1.93 0.90 0.51 1.41 12.50 Single Family Detached Residential 210G 3 11 DU 0.47 1.35 1.82 0.89 0.5 1.39 12.41 Single Family Detached Residential 210G 3 29 DU 0.29 0.83 1.12 0.79 0.45 1.24 11.48 Single Family Detached Residential 210G 3 31 DU 0.29 0.81 1.1 0.79 0.44 1.23 11.42 Single Family Detached Residential 210G 3 60 DU 0.24 0.67 0.91 0.73 0.41 1.14 10.83 Single Family Detached Residential 210G 3 74 DU 0.23 0.64 0.87 0.71 0.4 1.11 10.65 Single Family Detached Residential 210G 3 91 DU 0.22 0.62 0.84 0.69 0.39 1 1.08 10.48 (Residential Condo/Townhouse 230G 3 20 DU 0.13 0.55 0.68 1.37 0.77 2.14 7.93 Residential Condo/Townhouse 230G 3 32 DU 0.12 0.5 0.62 0.94 0.53 1.47 7.46 (Residential Condo/Townhouse 230G 3 52 DU 0.11 0.46 0.57 0.66 0.37 1.03 7.00 Residential Condo/Townhouse 230G 3 114 DU 0.09 0.4 0.49 0.42 0.24 0.66 6.32 (Residential Condo/Townhouse 230G 3 129 DU 0.09 0.39 0.48 0.40 0.22 0.62 6.22 (Residential Condo/Townhouse 230G 3 136 DU 0.09 0.39 0.48 0.39 0.22 0.61 6.18 (Residential Condo/Townhouse 230G 3 218 DU 0.08 0.36 0.44 0.32 0.18 0.5 5.81 (Residential Condo/Townhouse 230G 3 250 DU 0.08 0.35 0.43 1 0.31 0.17 0.48 5.71 1Residential Condo/Townhouse 230G 3 572 DU 0.07 0.3 0.37 1 0.26 0.14 0.4 5.13 Congregate Care 253G 4 118 CUPIED 0.08 0.075 0.15 0.13 0.084 0.21 2.15 Congregate Care 253G ^ 236 CUPIED 0.08 0.075 0.15 0.13 0.084 0.21 2.15 Assisted Living 254 19 UPIED E 0.12 0.05 0.17 0.15 0.14 0.29 2.74 Assisted Living 254 38 IUPIED E 0.12 0.05 0.17 0.15 0.14 0.29 2.74 (Hotel 310 3 50 RM 0.34 0.28 0.62 1 0.32 0.24 0.56 1.49 (Hotel 310 3 107 RM 0.31 0.25 0.56 0.32 0.24 1 0.56 5.46 (Hotel 310 3 250 RM 0.27 0.22 0.49 0.32 0.24 0.56 7.46 'Hotel 310 3 267 RM 0.27 0.22 0.49 0.32 0.24 0.56 7.55 Resort Hotel 330 4 928 RM 0.26 0.15 0.41 0.245 0.245 0.49 8.00 Golf Course 430 s 18 HOLES 1.41 1.6 3.01 1.53 2.03 3.56 35.74 (Movie Theater w/Matinee 444 6 IIE SCR N/A N/A N/A 8.09 12.13 20.22 153.33 Movie Theater w/Matinee 444 14 IIE SCR N/A N/A N/A 8.09 12.13 20.22 153.33 Conference Center 495 8 TSF 1.43 1.2643 2.69 0.96 1.434 2.39 22.88 General Office Building 710 6 7 TSF 2.63 0.39 3.22 2.19 10.69 12.88 24.84 General Office Building 710 6 12 TSF 2.51 0.34 2.85 1.27 6.2 7.47 21.56 ;General Office Building 710 6 14 TSF 2.45 0.33 2.78 1.15 5.6 6.75 20.97 General Office Building 710 6 14.1 TSF 2.44 0.33 2.77 1.14 5.57 6.71 20.93 General Office Building 710 6 17 TSF 2.37 1 0.32 2.69 1.00 4.89 5.89 20.19 General Office Building 710 8 17.6 TSF 2.34 0.32 2.66 0.95 4.65 5.6 19.89 General Office Building 710 6 28.03 TSF 2.13 0.29 2.42 0.67 3.26 3.93 17.87 General Office Building 710 6 40.00 TSF 1.98 0.27 2.25 0.53 2.56 3.09 16.47 General Office Building 710 6 56 TSF 1.85 0.25 2.1 0.43 2.1 2.53 15.25 General Office Building 710 6 200.0 TSF 1.44 0.2 1.64 0.26 1.26 1.52 11.37 Medical -Dental Office Building 720G 117.9 TSF 2.33 1.2 3.53 1.77 2.66 4.43 39.80 (Medical -Dental Office Building 720G 196,5 TSF 2.32 1.2 3.52 1.77 2.66 4.43 39.80 Shopping Center 820 71 25.0 TSF 1.66 1.06 2.72 4.93 5.13 10.06 110.32 Shopping Center 820 7 30.90 TSF 1.52 0.97 2.49 4.59 4.78 9.37 102.44 Shopping Center 820 7 31.50 TSF 1.51 0.96 2.47 4.56 4.75 9.31 101.75 Shopping Center 820 7 43 TSF 1.33 0.85 2.18 4.13 4.3 8.43 91.62 11shoeging Center 820 7 50.0 TSF 1.25 0.8 2.05 3.92 4.08 8 86.54 The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-04 Report) T:IJobsl_063001_063691Exce1106369-04 ReportlT 1 F'8 O URS TABLE 1 (2 of 2) OTHER DEVELOPMENT TRIP GENERATION RATES LAND USE ITE CODE QUANTITY UNITSZ IN PEAK HOUR TRIP RATES AM PM OUT TOTAL IN OUT TOTAL DAILY Shopping Center 820 64 TSF 1.13 0.72 1.85 3.61 3.76 7.37 79.39 Shopping Center 820 7 70.0 TSF 1.09 0.7 1.79 3.51 3.65 7.16 76.94 Shopping Center 820 7 77.00 TSF 1.05 0.67 1.72 3.40 3.54 6.94 74.42 :shopping Center 820 71 84.8 TSF 1.01 0.64 1.65 1 3.29 3.43 6.72 71.95 Shopping Center 820 7 90 TSF 0.98 0.63 1.61 3.22 3.36 6.58 70.39 Shopping Center 820 7 92.0 TSF 0.97 0.62 1.59 3.20 3.33 6.53 69.92 ".shopping Center 820 7 105.2 TSF 0.92 0.59 1.51 3.07 3.19 6.26 66.73 Shopping Center 820 7 123.6 TSF 0.86 0.55 1.41 2.91 3.03 5.94 63.06 Shopping Center 820 7 128 TSF _ 0.85 0.54 1.39 2.87 2.99 5.86 62.29 Shoeping Center 820 7 140.00 TSF 0.82 0.52 1.34 2.79 2.9 1 5.69 60.37 Shopping Center 820 7 160.0 TSF 0.77 0.5 1.27 2.67 2.78 5.45 57.61 Shopping Center820 7 300 TSF 0.60 0.38 0.98 2.17 2.26 4.43 46.23 Shoeping Center820 7 385 TSF 0.54 0.35 0.89 2.00 2.08 4.08 42.37 Shopping Center820 a 400 TSF 0.53 0.34 0.87 1.97 2.05 4.02 41.80 {give -in Bank 912G 5 2 TSF 9.52 7.7895 17.31 13.61 13.078 26.69 148.15 Drive-in Bank 912G 5 5.10 TSF 9.52 7.7895 17.31 1 13.61 13.0781 26.69 148.15 High -Turnover (Sit Down) Resturant 932G 5 5.65 TSF 7.04 6.49 13.53 9.98 8.51 18.49 127.15 High -Turnover (Sit Down) Resturant 932G 5 6 TSF 7.04 1 6.49 13.53 9.98 8.51 18.49 127.15 I-ligh-Turnover (Sit Down) Resturant 932G 5 8.0 TSF 7.04 6.49 13.53 9.98 8.51 18.49 127.15 I-ligh-Turnover (Sit Down) Resturant 932G 5 10 TSF 7.04 6.49 13.53 9.98 8.51 18.49 127.15 (High -Turnover (Sit Down) Resturant 932G 5 11.31 TSF 7.04 6.49 13.53 9.98 8.51 18.49 127.15 (High -Turnover (Sit Down) Resturant 932G 5 16.0 TSF 7.04 6.49 1 13.53 1 9.98 1 8.51 1 18.49 1 127.15 High -Turnover Sit Down) Resturant 932G 5 34 TSF 7.04 6.49 1 13.531 9.98 1 8.51 1 18.49 1 127.15 Source: ITE (Institute of Transportation Engineers) Trip Generation Manual, 8th Edition. Rates based on the Average Mate plus 1 standard deviation. The "Peak Hour of the Generator" rates are used based on the City's Engineering Bulletin #06-13. DU = Dwelling Units TSF = Thousand Square Feet 3 In accordance with the City of La Quinta's Engineering Bulletin #06-13, trip generation rates with a good regression curve fit to the data points (R2>0.7) will utilize the equation rather than the Peak hour of the Generator Average Rates. ° Since ITE does not have a daily rate for a resort hotel, SANDAG daily rate is utilized. SANDAG does not have an RZ for resort hotel 5 Since the R for this land use is not provided is not provided in the ITE Trip Generation Manual, the Peak hour of the Generator Average Rate is utilized. 6 The trip generation for the AM and PM peak hours of the generator typically coincided with the peak hours of the adjacent street traffic; therefore, only one AM peak hour and PM peak hour, which represent both the peak hour o the generator and the peak hour of the adjacent street traffic are shown for General Office Buildings. 7 The ITE Manual does not provide Peak Hour of the Generator trip rates for a shopping center (820TSF) during a typical weekday. Hence, the Peak Hour of the Adjacent Street Traffic fitted curve equation is utilized to calculate the trip generation. The La Quinta Resort Expansion Project Traffic Impact Analysis �iRswn� City of La Quinta, CA (JN: 06369-04 Report) T.IJobsl_063001_063691Exce1106369-04 RepordT 1 F -Q rne�ssno -q TABLE 2 (1 of 2) OTHER DEVELOPMENT (2012) PHASE 1 LAND USE AND TRIP GENERATION rAZ PROJECT AM PEAK HOUR PM # NAME LAND USE' QUANTITY2 UNITS IN OUT TOTAL IN OUT TOTAL DAILY 1 'TT 34038 3 Residential Condo/Townhouse N/A 3 DU 2 'Tradition Club ° :SFDR 29 DU 8 24 32 23 13 36 333 3 TR 28409 SFDR 2 DU 4 10 14 2 1 3 28 4 'TT 31348 a SFDR 3 DU 4 11 15 1 3 2 5 41 5 'TT 32397 3FDR 10 DU 5 14 19 9 5 14 125 6 'Wolff Waters- City RDA (Residential Condorrownhouse 218 DU 17 78 95 70 39 109 1,267 7 'TT 34185 SFDR 2 DU 4 10 14 2 1 3 28 8 SP 01-055 3 Residential Condo/Townhouse N/A 3 DU 9 TT 31816 7 :SFDR 8 DU 5 13 18 7 4 11 102 10 SP 2003-069 Residential Condofrownhouse 32 DU 4 16 20 30 17 47 239 11 La Paloma Congregate Care Assisted Living 118 19 DU BEDS 9 2 9 1 18 3 15 3 10 3 25 6 1 254 52 Total La Paloma 11 10 21 18 13 31 306 12 VUP 07-0393 General Office Building NIA 3 TSF 13 Foundation Group 3 General Office Building N/A 3 TSF — 143ass-B Shoppes at La Quints a Shop Ing Center 25 TSF 42 27 69 123 128 251 2,758 -34% -14 -9 -23 -42 -44 -85 -938 Total Sho es at La Quinta a 28 18 46 81 84 166 1,820 15 Madison Square Shopping Center 92 TSF Pass -B -15% (Shop in Center Onl) 89 - 57 - 146 294 -44 306 -46 600 -90 6,433 -965 Total Madison Square 89 57 146 250 260 510 5.468 16 Caleo Bav Park 10 General Office Building 12,4 TSF 31 4 35 16 77 93 1 267 17 'VUP 06-035 Shopping Center 315 TSF 48 30 1 78 144 150 294 1 3,205 18 'Washington Park " High -Turnover (Sit Down) Restaurant 8 TSF 56 52 108 80 66 148 1,017 Retail/Commercial 70 TSF 76 49 125 246 256 502 5,386 Pass -By -15% (Shopping Center Only) 5 -37 -38 -75 -808 Subtotal 132 101 233 289 286 575 5,595 Total —Washington Park " 132 101 233 289 286 575 5,595 19 Centerpointe (Commercial Only) Medical -Dental Office Building 117.9 TSF 275 141 416 209 314 523 4,606 High -Turnover (Sit Down) (Restaurant 12 6.1 TSF 43 40 83 61 52 113 1 776 Pass -By -10% (Restaurant Only) - - -6 -5 -11 -78 Total Centerpoinle 318 181 499 1 264 361 625 5.304 20 Centre at La Quinta 13 [Shopping Center 90.25 TSF 88 57 145 291 303 594 6.353 lass -B 1251/6 s-22 -14 -36 -73 -76 -149 -1,588 Total Centre at La Quinta " 66 43 109 218 227 446 4,765 21 14 111 La Quints Centre Shopping Center 30,9 TSF 47 30 77 142 148 290 3.165 Pass -B -15 % (Sho in Center) s - - -21 -22 -44 -475 Subtotal 47 30 77 121 126 247 2.690 Total 111 La Quinta Center 19 47 30 77 121 126 247 2.690 22 .Jefferson Plaza 3 Restaurant N/A 3 TSF 23 iPolo Square 15 (Retail/Commercial 77 TSF 81 52 133 262 273 535 5.730 General Office (Building 40 TSF 79 11 90 21 102 123 659 (Hotel 50 RM 17 14 31 16 12 28 75 Condo_ _ 114 DU 10 46 1 56 48 27 75 720 Total Polo S uare'' 187 123 1 310 347 414 761 7,184 The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-04 Report) F-10 O MRSN T.IJobs1063001_063691ExceII06369-04 ReportTr 2 (2012) TABLE 2 (2 of 2) OTHER DEVELOPMENT (2012) PHASE 1 LAND USE AND TRIP GENERATION TAZ - PROJECT AM PEAK HOUR PM # NAME LAND USE QUANTITY UNITS IN OUT TOTAL IN OUT TOTAL DAILY 24 Jefferson Park Center 16 High -Turnover (Sit Down) Restaurant 565 TSF 40 37 77 56 48 104 718 Shopaing Center 42-50 TSF 57 36 93 176 183 359 3,894 General Office Building_ 14 TSF 34 5 39 1 16 78 94 294 Subtotal 131 78 209 248 309 557 4,906 Pass -B (Shopping Center Only)' _ _ - -58 -77 -135 -- Total Jefferson Park Center 16 131 78 209 190 233 423 4,906 25 Indio Heritage Market Place Shopping Center 3150 TSF 48 30 78 144 150 294 3,205 General Office Building 16-50 TSF 39 5 44 17 81 98 333 High -Turnover (Sit Down) Restaurant 10-10 TSF 71 66 137 101 86 187 1.284 Drive-in Bank 1.53 TSF 15 12 27 21 20 41 227 Pass -By -15% ,'Shopping Center and Restaurant) a -37 -35 -72 -673 Total Indio Heritage Market Place 173 113 286 246 302 548 4,376 26 Indian Wells Crossing "hopping Center 64 TSF 72 46 118 231 241 472 5.081 Condo/Townhouse L52 DU 6 24 30 34 19 53 364 Pa 3y -15% (Shopping Center) - -35 -36 -71 -762 Total Indian Wells Crossing 78 70 148 230 224 454 4,683 27 Indian Wells Tennis Garden 'Town Center 17 ,Hotel 107 RM 33 27 60 34 26 60 584 'Theatre 1 6 SCREEN N/A N/A N/A 49 73 122 920 Shop Ing Center_[___160 1 TSF 123 80 203 427 445 872 9.218 Pass -By -34% (Shopping Center) 9 -- -145 -151 -296 -3,134 Total Garden of Champions Tennis Center and Indian Wells Town Center ` 156 107 263_ 365 393 758 7,588 28 :Silver Rock ' ,Resort Hotel N/A' RM Shopping Center N/A' TSF - Conf. Center N/A' TSF Golf Course N/A HOLES - Total Silver Rock' TOTAL 1,546 1,141 2,687 2,925 3,233 6,158 60,320 1 SFDR = Single Family Detached Residential 2 DU =Dwelling Units TSF = Thousand Square Feet RM =Room ' Per City of La Quinta, this project is not anticipated to be completed by 2012 ° Per City of La Quinta, this project is approximately 70% complete Trip generation reflects 10% of the total projected traffic. 5 Per City of La Quinta, this project is approximately 40% complete. Trip generation reflects 10% of the total projected traffic 6 Per City of La Quinta, this project is approximately 55% complete. Trip generation reflects 5% of the total projected traffic. 7 Per City of La Quinta, this project fa approximately 70% complete Trip generation reflects 30% of the total projected traffic. 9 Trip Generation from the Shoppes at La Quinta Traffic Impact Analysis , September 2008 e "Pass -By" reduction rates have been used to account for traffic that will access the site as an intermediate stop on the way to a primary destination. 10 Per City of La Quinta, this project is approximately 35% complete. Trip generation reflects 45% of the total projected traffic. Per City of La Quinta, this project is approximately 80% complete. Trip generation reflects 10% of the total projected traffic. Z Per City of La Quinta, the project's restaurant is approximately 50% complete. Trip generation reflects 50% of the restaurant's total projected traffic. 13 Trip Generation from The Centre at La Quinta Access Evaluation, Urban Crossroads, Inc., March 2005. Per City of La Quinta, this project is approximately 65% complete. Trip generation reflects 10% of the total projected traffic 4 Per City of La Quinta, this project is approximately 80% complete. Trip generation reflects 5% of the total projected traffic 5 Trip Generation from the Polo Square Traffic Study, City of Indio, LSA, October 2006. 16 Trip Generation from the Jefferson Park Centre Traffic Impact Analysis , City of Indio, Kunzman Associates, October 2007 (Revised). 17 Trip Generation from the Indian Wells Garden of Champions Tournament Center and the Indian Wells Town Center Project EIR , City of Indian Wells, EPS, Inc, February 2008 (Revised) The La Quinta Resort Expansion Project Traffic Impact Analysis ®IA� City of La Quinta, CA (JN: 06369.04 Report) F-11 LV RBAN " T..Uobs1_063001_063691Exce1106369-04 Report/T 2 (2012) TABLE 3 (1 of 2) OTHER DEVELOPMENT (2021) LAND USE AND TRIP GENERATION TAz PROJECT AM PFAK HOUR PM It NAME LAND USE QUANTITY2 UNITS IN OUT TOTAL IN OUT TOTAL DAILY 1 TT 34038 Residential Condofrownhouse 20 DU 3 11 14 27 15 42 159 2 Tradition Club SFDR 91 DU 20 56 76 63 35 98 954 3 TR 28409 ° SFDR 11 DU 5 15 20 10 6 16 137 4 TT 31348 a SFDR 31 DU 9 25 34 1 24 14 38 354 5 TT 32397 ISFDR 74 DU 1 17 47 64 53 30 83 780 6 'Wolff Waters- City RDA Residential Condolrownhouse 218 DU 17 78 95 70 39 109 1,267 7 TT 34165 SFDR 11 DU 5 15 20 10 6 16 137 8 SP 01-055 Condorrownhouse6 SFDR 136 60 DU DU 12 14 53 40 65 55 53 44 30 25 83 68 840 650 Total SP 01-055 _ 26 93 120 97 55 151 1,490 9 1 TT 316163 JSFDR B DU 5 13 18 7 4 11 102 10 SP 2003-069 lCondorrownhouse 250 DU 20 88 108 78 43 120 1.428 11 'La Paloma Congregate Care JAssisted Living 236 30 DU BEDS 18 5 18 2 36 7 30 6 20 5 50 11 507 104 Total La Paloma 23 20 _ 43 36 25 61 611 12 'VUP 07-039 General Office Building 14,1 TSF 34 5 39 16 79 95 295 13 (Foundation Group General Office Building 6.7 TSF 19 3 22 15 72 1 87 166 14 Shoppes at La Quints 7 Shopping Center 50-019 TSF 63 40 103 196 204 400 4.329 Pass -By -34% -21 -14 -35 -67 -69 -136 -1.472 Total Shoppes at La Quinta 42 26 68 129 _ _ 135 264 2.857 15 Madison Square Sho in Center 92 T6SF 09 57 146 294 306 600 6.433 Pass -B -15% (Shopping Center Onl -44 -46 -90 -965 Talal Madison Square 89 57 146 250 260 510 5.468 16 Caleo Ba Park s General Office Building n g 17,595 TSF 41 6 47 1 17 82 99 350 17 VUP 06-035 Shopping Center 31-5 TSF 48 30 78 1 144 150 294 3,205 18 Washington Park 10 (High -Turnover (Sit Down) Restaurant 16 TSF 113 104 217 160 136 1 296 2,034 Retail/Commercial 140 TSF 115 73 188 391 406 797 8,452 Pass -6 -15% (Shopping Center Onl 6 _ -59 -61 -120 -1,268 Subtotal 228 177 405 492 481 973 9.218 Total Washington Park " 228 177 405 492 481 973 9.218 19 Centerpointe (Commercial Only) 1Nedical-Dental Office Building 196.50 TSF 456 236 692 1 348 523 871 7,621 High-Tumover (Sit Down) .Restaurant 11 610 TSF 43 40 83 1 61 52 113 776 Pass -By -10% (Restaurant Only) ° -6 -5 -11 -78 Total Centerpoinle 499 276 775 403 570 973 8.519 20 Centre of La Quinta 12 Shopping Center 300 TSF 180 114 294 651 678 1,329 13,869 Pass -B 125°10?6 -45 -29 -74 -163 -170 _ -332 3.467 Total Centre at La Quinta 1` 135 86 221 488 509 997 10,402 21 111 La Quinta Centre 13 Shopping Center J 123.6__L TSF 125 79 204 407 424 831 8.893 Pass -By -15% (Shopping Center 6 -61 -64 -125 -1.334 Subtotal 125 79 204 346 360 706 7,559 Total 111 La Quinta Center 13 125 79 204 346 360 706 7,559 22 Jefferson Plaza Restaurant 8 TSF 56 52 108 80 68 148 1,017 23 Polo Square 15 Retail/Commercial J 385 TSF 20B 135 343 770 801 1,571 16.312 General Office (Building 200 TSF 288 40 328 52 252 304 2,274 IHotel 250 RM 68 55 123 80 60 140 1,865 Condo 572 DU 40 172 212 149 80 229 2.934 Total Polo Square `" 4 604 402 1,006 1,051 1,193 2,244 23,385 The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-04 Report) F-12 O V©RMW T:IJobsl 003001_003001Exce1100369-04 ReporVT 3 (2021) TABLE 3 (2 of 2) OTHER DEVELOPMENT (2021) LAND USE AND TRIP GENERATION fAz PROJECT AM PEAK HOUR PM # NAME LAND USE QUANTITY UNITS IN OUT TOTAL IN OUT TOTAL DAILY 24 Jefferson Park Center 16 High -Turnover (Sit Down) Restaurant 11.31 TSF 80 73 153 113 96 209 1,438 Shopping Center 84.79 TSF 86 54 140 279 291 570 6,101 General Office Building 28.025 TSF 60 8 68 1 19 91 110 501 Subtotal 226 135 361 411 478 889 8.040 Pass -By Sho in _Center Only)' -116 -153 -269 Total Jefferson Park Center 16 226 135 361 295 325 620 8,040 25 Indio Heritage Market Place ShoppingCenter 105.16 TSF 97 62 159 323 335 658 7,017 General Office Building 55.90 TSF 103 14 117 1 24 117 141 1 852 High -Turnover (Sit Down) Restaurant 33,75 TSF 238 219 457 337 287 624 4.291 Drive-in Bank 5.10 TSF 49 40 89 69 67 136 756 Pass -By -15 Sho in Center and Restaurant) a 99 93 192 1.696 Total Indio Heritaqe Market Place 487 335 822 654 713 1.367 11,220 26 Indian Wells Crossing in Center 160 TSF 123 80 203 427 445 872 9.218 LSho Cgndo/Townhouse 129 DU 12 50 62 52 28 80 802 Pass -B -15% (Shopping Center)e -64 -67 -131 -1.383 Total Indian Wells Crossing 135 130 265 415 406 821 8.637 27 Indian Wells Tennis Garden Town Center" Hotel 267 RM 72 59 131 85 64 149 2,016 _ Theatre 1 14 ISCREEN N/A N/A N/A 113 170 283 2.147 Shopping Center 1 400 TSF 212 136 348 1 788 820 1 1.608 16.720 Pass -B -15 % (Shopping Center) ° -268 -279 -547 -5.685 Total Garden of Champions Tennis Center and Indian Wells Town Center 284 195 479 718 775 1,493 15,198 28 Silver Rock 10 Resort Hotel 928 RM 241 139 380 228 228 456 7,424 Shopping Center 128 TSF 109 69 178 367 383 750 7.973 Conf. Center 8 TSF 11 10 21 8 11 19 183 Golf Course 18 HOLES 25 29 54 28 37 65 643 Total Silver Rock 15 386 247 633 1 631 659 1 1,290 16.223 TOTAL 3,588 2,702 6,290 1 6,620 7,108 1 13,728 139,187 ' SFDR = Single Family Detached Residential 2 DU = Dwelling Units TSF = Thousand Square Feet RM = Room 3 Per City of La Quinta, this project is approximately 70% complete. Trip generation reflects 30% of the total projected traffic. Per City of La Quinta, this project is approximately 40% complete. Trip generation reflects 60% of the total projected traffic. 5 Per City of La Quinta, this project is approximately 55% complete. Trip generation reflects 45% of the total projected traffic. 6 Per City of La Quinta, the project's condo/townhouse is approximately 25% complete Trip generation reflects 75% of the condo/townhouse total projected traffic. 1 Trip Generation from the Shoppes at La Quinta Traffic Impact Analysis, September 2008 9 "Pass -By" reduction rales have been used to account for traffic that will access the site as an intermediate stop on the way to a primary destination. 9 Per City of La Quinta, this project is approximately 35% complete Trip generation reflects 65% of the total projected traffic. 10 Per City of La Quinta, this project is approximately 80% complete. Trip generation reflects 20% of the total projected traffic 11 Per City of La Quinta, this project is approximately 50% complete. Trip generation reflects 50% of the total projected traffic. 12 Trip Generation from The Centre at La Quinta Access Evaluation, Urban Crossroads, Inc, March 2005. Per City of La Quinta, this project is approximately 65% complete. Trip generation reflects 35% of the total projected traffic '3 Per City of La Quinta, this project is approximately 80% complete. Trip generation reflects 20% of the total projected traffic Per City of La Quinta, this project is approximately 95% complete. Trip generation reflects 5% of the total projected traffic 5 Trip Generation from the Polo Square Traffic Study, City of Indio, LSA, October 2006. 16 Trip Generation from the Jefferson Park Centre Traffic Impact Analysis, City of Indio, Kunzman Associates, October 2007 (Revised). Trip Generation from the Indian Wells Garden of Champions Tournament Center and the Indian Wells Town Center Project EIR , City of Indian Wells, EPS, Inc, February 2008 (Revised). Is Per City of La Quinta, the projects golf course is approximately 50% complete. Trip generation reflects 50% of the golf course total projected traffic and and 80% of the hotel/shopping center/conference center total projected traffic. The La Quinta Resort Expansion Project Traffic Impact Analysis [ V Rg�+ N City of La Quinta, CA (JN: 06369-04 Report) F-13 `�.+ ` T.Uobsl_003001_063091Exce1108369-04 Reporl?3 (2021) EXHIBIT OTHER DEVELOPMENT LOCATION MAP LEGEND: I '_ `l, _ _� OTT 34038 1®� CALEO BAY PARK ® ^ MILES AV. OTRADITION CLUB Q VUP 06-035$ J OTR 28409 1®� WASHINGTON PARK OTT 31348 CENTERPOINTE O TT 32397 (COMMERCIAL ONLY) ®� CENTRE AT LA QUINTA OWOLFF WATERS - 111 LA QUINTA CENTRE WESTWARD Hb DR. CITY RDA OTT 34185 ®� JEFFERSON PLAZA OSP 01-055 ®� POLO SQUARE � O TT 31816 ©� JEFFERSON PARK CENTER ¢ J a W SP 2003-069 ®� INDIO HERITAGE MARKET PLACE 1 11 LA PALOMA ®� INDIAN WELLS CROSSING 1®� VUP 07-039 ©� INDIAN WELLS TENNIS Z TOWN CENTER GARDEN FOUNDATION GROUP z ®� SILVER ROCK RESORT = 1®� SHOPPES AT LA QUINTA1 O 3 1 O MADISON SQUARE 1 AVENUE 48 AVENI DA FERNAN6O TSITE , T� AVENUE50 MAZATLAN OFFSIFF 3 F:ICfL ry = C z j w 1 w 1 CALLE TAMPICO OAVENUES2 q mii� f EIIF 0 Col O t J w LL 0 LL LU I AVENUE 49 The La Quinta Resort Expansion Project OURPACity of La Quinta, CA (JN - 06369:53) F-14 .04 LEGI X10 - �...,i y . EXHIBIT F-1 TI' 34038 TRIP DISTRIBUTION The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:11) SOURCE: WASHINGTON STREET/AVENUE 50 APARTMENT DEVELOPMENT TIA F-15 (URBAN CROSSROADS, INC., 12113/07) OURBAM CR[3S5RC3AuS LEGI EXHIBIT F-2 TRADITION CLUB TRIP DISTRIBUTION The La Quinta Resort Expansion Project OURBAN City of La Quinta, CA (JN - 06369:12) F-16 erossRornos LEGI 10 -1 -I EXHIBIT F-3 TR 28409 TRIP DISTRIBUTION The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:13) SOURCE. WASHINGTON STREET/AVENUE 50 APARTMENT DEVELOPMENT TIA (URBAN CROSSROADS, INC., 121IY07) F-17 URB'A'N CRr-3SSROAn5 i LEGI EXHIBIT F-4 TR 31348 TRIP DISTRIBUTION SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) The La Quinta Resort Expansion Project ■� up� fA� City of La Quinta, CA (JN - 06369:14) F-1 8 �J' CH � ,, LEGI EXHIBIT F-5 TT 32397 TRIP DISTRIBUTION The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:15) SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL 8 RESIDENTIAL DEVELOPMENT TIA F-19 (URBAN CROSSROADS, INC.) 11RBAN CRCASS AIV EXHIBIT F-6 WOLF WATERS - CITY RDA TRIP DISTRIBUTION AVEI'IIDA FERNANDO --7"7 . ITE CALL£ MAZATLAN EISENHOWER ��- DR. AVENUE 50 OFF-SITE O o FACIILITY + .- } 1 � - CAM TAMPICO I N I ._ .L AVENUE 52 The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:16) AVENUE 49 .11 u+ SOURCE: THE DUNE PALMS ISR -1 I I COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) F-20 O uJIB�M Alp ?p Mu AV .. _. O 1-• � Y {N J Q ¢ 20 0 20 - . WESTWARD HO OR, Ln to N I O O r- r a �7 LEGEND: zs is 70 =PERCENT TO/FROM PROJECT 15 25 OUTBOUND INBOUND O= WOLF WATERS - CITY RDA 1 � Ed.�� '100 55 �.m 15 10 AVENUE48 - - • 3 ��. �7-110 15 EISENHOWER DA I AVEI'IIDA FERNANDO --7"7 . ITE CALL£ MAZATLAN EISENHOWER ��- DR. AVENUE 50 OFF-SITE O o FACIILITY + .- } 1 � - CAM TAMPICO I N I ._ .L AVENUE 52 The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:16) AVENUE 49 .11 u+ SOURCE: THE DUNE PALMS ISR -1 I I COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) F-20 O uJIB�M LEGI 10 -1 @-I N EXHIBIT F-7 TT 34185 TRIP DISTRIBUTION SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) The La Quinta Resort Expansion Project 0URBAM City of La Quinta, CA (JN - 06369:17) F-21 CROSSORCSADS LEGI EXHIBIT F-8 SP 41-055 TRIP DISTRIBUTION The La Quinta Resort Expansion Project ■' City of Le Quinta, CA (JN - 06369:16) F-22 EXHIBIT F-9 TT 31816 TRIP DISTRIBUTION The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:19) SOURCE., THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA F-23 (URBAN CROSSROADS, INC.) OURBAN LEGI EXHIBIT F-10 SP 2003-069 TRIP DISTRIBUTION The La Quinta Resort Expansion Project OURBA 1�1City of La Quinta, CA (JN - 06369:20) F-24 CROoSS CP LEG i EXHIBIT F-11 LA PALOMA TRIP DISTRIBUTION SOURCE: WASHINGTON STREET/ AVENUE 50 APARTMENT DEVELOPMENT TIA (URBAN CROSSROADS, INC., 12113107) The La Quinta Resort Expansion Project OURNAl City of La Quints, CA (JN - 06369:21) F-25 CROS LEGI 10 -1 0=1 i EXHIBIT F-12 IUP 07-039 TRIP DISTRIBUTION The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:22) SOURCE: WASHINGTON STREET /AVENUE 50 APARTMENT DEVELOPMENT TIA F-26 (URBAN CROSSROADS, INC., 12113/07) omilsopt LEGI io 0' EXHIBIT F-13 FOUNDATION GROUP TRIP DISTRIBUTION The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:23) F-27 OURBAIMn 1S .4 i a' o M m LEGEND: 10 - PERCENT TO/FROM PROJECT — - OUTBOUND z -INBOUND 1® SHOPPES AT LA QUINTA" g -10 EISENHOWER DR. 70 'r 0 0 m '^ 5 --.. - . , TE, i i a CALLE .MAZATE.AN EISENHOWER DR. o a OFF SITE F14CILITYX . w d� N The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:24) EXHIBIT F-14 SHOPPES AT LA +QUINTA TRIP DISTRIBUTION MILES AV. _ I..-1 V i t WESTWARD HO DR. 0 N a z 2 ryII�N 10 10 CALLS TAMPICO }' AVENUE 52 E 48 AVENUE 50 z5 4 AVE NUF49 SOURCE: THE DUNE PALMSI SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) F-28 URgA V Cr�13A LEG 10 EXHIBIT F-15 MADISON SOUARE TRIP DISTRIRUTI[IN The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:25) SOURCE: THE DUNE PALMS ISR -1 I I COMMERCIAL B RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) F-29 �� URBAN CRc3s SFibi\C]S LEGI EXHIBIT F-16 CALEO BAY PARD TRIP DISTRIBUTION SOURCE: THE DUNE PALMS/SR-111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) The La Quinta Resort Expansion Project ((�� City of La Quinta, CA (JN - 06369:26) F-30 c OOSSR v3 LEGI EXHIBIT F-17 VUP D6-035 TRIP DISTRIBUTION The La Quinta Resort Expansion Project City of La Quints, CA (JN - 06369.27) SOURCE: WASHINGTON STREET /AVENUE 50 APARTMENT DEVELOPMENT TIA F-31 (URBAN CROSSROADS, INC., 12113107) URBANcRosscsoa [35 LEGI EXHIBIT F-18 WASHINGTON PARI TRIP DISTRIBUTION SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) The La Quinta Resort Expansion Project �N City of La Quinta, CA (JN - 06369:28) F-32 ur`a'o- ra LEGI 10 -1 0' EXHIBIT F-19 CENTERPOINTE (COMMERCIAL ONLY TRIP nIsTRIsuno SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) The La Quinta Resort Expansion Project ODURBAN City of La Quinta, CA (JN - 06369:29) F-33 enoS r Fku^uS i M LEGI EXHIBIT F-20 CENTRE AT LA QUINTA TRIP DISTRIBUTION The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:30) SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA F-34 (URBAN CROSSROADS, INC.) LEGI EXHIBIT F-21 111 LA QUINTA CENTRE 10 - TRIP DISTRIBUTION The La Quinta Resort Expansion Project City of La Quints, CA (JN - 06369.31) SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA F-35 (URBAN CROSSROADS, INC.) OURBAN LEGI 10 -F ®-J i EXHIBIT F-22 JEFFERSON PLAZA TRIP DISTRIBUTION The La Quints Resort Expansion Project City of La Quints, CA (JN - 06369:32) SOURCE: THE DUNE PALMS/SR-111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) F-36 uRSAni LEGI EXHIBIT F-23 POLO SQUARE TRIP Ii1STRIRIITIM SOURCE: THE DUNE PALMS/ SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) The La Quinta Resort Expansion Project City of La Quinte, CA (JN - 06369:33) F_37 OURBAN cRass" , 5 I LEGI EXHIBIT F-24 JEFFERSON PARK CENTER TRIP [DISTRIBUTION The La Quinta Resort Expansion Project City of La Quinta, CA (JN - 06369:34) ao SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) F-38 NO LEoI 10 -I -I N 1 EXHIBIT F-25 INDIO HERITAGE MARKET PLACE TRIP DISTRIBUTION F5 SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) The Le Quinta Resort Expansion Project City of Le Quinta, CA (JN - 06369:36) F-39 LEGI EXHIBIT F-26 INDIAN KNELLS CROSSING TRIP DISTRIBUTION The La Quints Resort Expansion Project City of La Quints, CA (JN - 06369:36) SOURCE: THE DUNE PALMS / SR -111 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA F-40 (URBAN CROSSROADS, INC.) OURBAN LEGI 10 -1 ®=I EXHIBIT F-27 INDIAN WELLS TENNIS GARDEN TOWN CENTER TRIP DISTRIBUTION SOURCE: THE DUNE PALMS ISR -1 11 COMMERCIAL & RESIDENTIAL DEVELOPMENT TIA (URBAN CROSSROADS, INC.) The La Quinta Resort Expansion Project OURBANCity of La Quinta, CA (JN - 06369:37) F-41 Mai EXHIBIT F-28 SILVER ROCK RESORT TRIP DISTRIBUTION The La Quinta Resort Expansion Project,,�� City of La Quinta, CA (JN - 06369:38) F-42 uaF p3 APPENDIX G CALCULATION OF INTERSECTION LEVEL OF SERVICE FOR EXISTING PLUS PROJECT (2012) PHASE 1 CONDITIONS The La Quints Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) OURBAN THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis �g� City of La Quinta, CA (JN: 06369-11 Report) CRQSSRQADS E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 2-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.224 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------fl--------------- Protected Protected --------------- Permitted --- -----Controls Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 1 Volume Module: Base Vol: 55 440 2 0 156 95 28 0 29 0 0 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 440 2 0 156 95 28 0 29 0 0 5 Added Vol: 1 13 0 0 26 21 12 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 56 453 2 0 182 116 40 0 29 0 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 59 476 2 0 191 122 42 0 30 0 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 59 476 2 0 191 122 42 0 30 0 0 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 59 476 2 0 191 122 42 0 30 0 0 5 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.22 0.78 1.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1600 3186 14 1600 1954 1246 1600 0 1600 0 ' 0 1600 ------------ I---------------� --------------- ------_----•---------j Capacity Analysis Module: Vol/Sat: 0.04 0.15 0.15 0.00 0.10 0.10 0.03 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-1 E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 0.8 Worst Case Level Of Service: B[ 10.51 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------1--------------- --------------- --------------- ----------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------I---------------11---------------- --------------- ---------------1 Volume Module: Base Vol: 11 495 0 0 172 9 3 0 13 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Initial Bse: 11 495 0 0 172 9 3 0 13 0 0 0 Added Vol: 16 1 0 0 0 26 13 0 7 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 496 0 0 172 35 16 0 20 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0,93 0.93 0.93 0.00 PHF Volume: 29 536 0 0 186 38 17 0 22 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 29 536 0 0 186 38 17 0 22 0 0 0 ------------ --------------- --------------- --------------- ---------------1 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx -------------------- --____-_11 --------------- C1--------------- ---------------� Capacity Module: Cnflict Vol: 224 xxxx xxxxx xxxx xxxx xxxxx 512 xxxx 93 xxxx xxxx xxxxx Potent Cap.: 1357 xxxx xxxxx xxxx xxxx xxxxx 496 xxxx 952 xxxx xxxx xxxxx Move Cap.: 1357 xxxx xxxxx xxxx xxxx xxxxx 488 xxxx 952 xxxx xxxx xxxxx Volume/Cap: 0.02 xxxx xxxx xxxx xxxx xxxx 0.04 xxxx 0.02 xxxx xxxx xxxx ------------ 9 --------------- k1--------------- ---------------11---------------1 Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx Control Del: 7.7 xxxx xxxxx xxxxx xxxx xxxxx 12.6 xxxx 8.9 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 10.5 xxxxxx ApproachLOS: * * B Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE IM E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.302 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------- ---------------- 11 --------------- --------------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ --------------- --------------- --------------- --------------- Volume ------------ --Volume Module: Base Vol: 20 466 152 27 146 13 7 15 9 80 17 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 466 152 27 146 13 7 15 9 80 17 39 Added Vol: 0 6 0 5 2 0 0 0 0 0 0 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 472 152 32 148 13 7 15 9 80 17 49 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 21 492 158 33 154 14 7 16 9 83 18 51 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 492 158 33 154 14 7 16 9 83 18 51 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 492 158 33 154 14 7 16 9 83 18 51 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.62 0.38 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1000 600 1600 1600 1600 ------------ I --------------- --------------- 11 --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.15 0.10 0.02 0.05 0.01 0.00 0.02 0.02 0.05 0.01 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-3 E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 5-1 ------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR ---------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol,/Cap.(X): 0.425 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------11--------------- --_------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 0 1 --------------------------- ---------------- --------------- ------C Volume Module: Base Vol: 0 582 77 34 151 0 0 0 0 149 0 76 Growth Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 582 77 34 151 0 0 0 0 149 0 76 Added Vol: 0 6 0 0 2 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 588 77 34 153 0 0 0 0 149 0 76 User Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0,82 0.82 0.82 0,82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 0 720 94 42 187 0 0 0 0 182 0 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 720 94 42 187 0 0 0 0 182 0 93 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 720 94 42 187 0 0 0 0 182 0 93 ------------ --------------- --------------- ---------------{---------------{ Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 0 0 1600 0 1600 .0 1600 ------------ I ---------------{--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.06 0.03 0.06 0.00 0.00 0.00 0.00 0.11 0.00 0.06 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-4 E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.426 Loss Time (sec): 6 Average Delay (sec/veh): 11.8 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- 1C----------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ --------------- ------------------------� Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 344 113 33 128 23 57 145 3 93 33 32 Added Vol: 0 1 0 1 0 0 0 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 345 113 34 128 23 57 145 3 93 33 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 376 123 37 140 25 62 158 3 101 36 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 376 123 37 140 25 62 158 3 101 36 37 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 376 123 37 140 25 62 158 3 101 36 37 ------------ ------------ --- --------------- --------------- --------------- Saturation -Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.28 0.71 0.01 1.00 1.00 1.00 Final Sat.: 503 1088 608 455 971 535 146 371 8 472 504 559 ------------ I --------------- --------------- --------------- -------- Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.20 0.08 0.14 0.05 0,43 0.43 0.43 0.21 0.07 0.07 Crit Moves: **** **** **** **** Delay/Veh: 9.6 12.3 9.8 10.8 10.7 9.2 14.1 14.1 14.1 11.7 9.9 9.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.6 12.3 9.8 10.8 10.7 9.2 14.1 14.1 14.1 11.7 9.9 9.1 LOS by Move: A B A B B A B B B B A A ApproachDel: 11.7 10.6 14.1 10.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 11.7 10.6 14.1 10.8 LOS by Appr: B B B B AllWayAvgQ: 0.0 0.5 0.2 0.1 0.1 0.0 0.7 0.7 0.7 0.2 0.1 0.1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-5 E + P P1 AM Tue Sep 15, 2009 18:14:53 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions with Improvements AM PEAK HOUR ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.365 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 21 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I-------------- II ---------------II---- II ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 344 113 33 128 23 57 145 3 93 33 32 Added Vol: 0 1 0 1 0 0 0 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 345 113 34 128 23 57 145 3 93 33 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 376 123 37 140 25 62 158 3 101 36 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 376 123 37 140 25 62 158 3 101 36 37 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 376 123 37 140 25 62 158 3 101 36 37 ------------ I--------------- II--------------- II--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.98 0.02 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1568 32 1600 1600 1600 ------------ I --------------- II--------------- II---------w_--_-Id I Capacity Analysis Module: Vol/Sat; 0.00 0.12 0.08 0.02 0.04 0.02 0.04 0.10 0.10 0.06 0.02 0.02 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 7-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Washington Street (NS) / SR -111 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.750 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ------ Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 771 1064 73 277 633 80 60 455 206 71 763 238 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 771 1064 73 277 633 80 60 455 206 71 763 238 Added Vol: 3 16 0 0 28 0 0 0 7 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 774 1080 73 277 661 80 60 455 213 71 763 238 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 860 1200 0 308 734 89 67 506 237 79 848 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 860 1200 0 308 734 89 67 506 237 79 848 264 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 860 1200 0 308 734 89 67 506 237 79 848 264 ------------ ---------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.68 0.32 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4282 518 2880 4800 1600 2880 4800 1600 ------------ I --------_------- --------------- --------------- ---------------_1 Capacity Analysis Module: Vol/Sat: 0.30 0.25 0.00 0.11 0.17 0.17 0.02 0.11 0.15 0.03 0.18 0.17 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-7 E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.824 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 62 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---- --------------- 11---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I ---------------{--------------- --------------- --------------- Volume ------------ -Volume Module: Base Vol: 0 1589 421 64 '711 0 0 0 0 344 0 409 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1589 421 64 711 0 0 0 0 344 0 409 Added Vol: 0 19 1 0 35 0 0 0 0 2 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1608 422 64 746 0 0 0 0 346 0 409 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 0 1711 449 68 794 0 0 0 0 368 0 435 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1711 449 68 794 0 0 0 0 368 0 435 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 •1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1711 449 68 794 0 0 0 0 368 0 435 ------------ --------------- --------------- --------------- 11---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.38 0.62 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3802 998 1600 4800 0 0 0 0 2880 0 1600 ------------ (--------------- ---------------91---------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.45 0.45 0.04 0.17 0.00 0.00 0.00 0.00 0.13 0.00 0.27 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-8 W E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.660 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II-------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ --------------- --------------- --------------- ---- -Volume Module: Base Vol; 3 1598 5 13 876 272 590 3 10 2 0 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 1598 5 13 876 272 590 3 10 2 0 24 Added Vol: 0 0 0 0 1 36 19 6 0 0 10 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 1598 5 13 877 308 609 9 10 2 10 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 3 1722 5 14 945 332 656 10 11 2 11 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 1722 5 14 945 332 656 10 11 2 11 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 1722 5 14 945 332 656 10 11 2 11 26 ------------- --------------- II--------------- II---------------II---------------f Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.22 0.78 1.97 0.03 1.00 0.05 0.28 0.67 Final Sat.: 1600 4800 1600 1600 3552 1248 3153 47 1600 89 444 1067 ------------- I --------------------------------------------- --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.00 0.01 0.27 0.27 0.21 0.21 0.01 0.02 0.02 0.02 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-9 J E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.779 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 51 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- 11_____--_-_-----_f Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ I--------------- --------------- --------------- 11---------------� Volume Module: Base Vol: 15 1012 68 151 636 45 92 121 23 140 83 340 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 1012 68 151 636 45 92 121 23 140 83 340 Added Vol: 0 0 0 0 0 2 0 5 0 0 8 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 1012 68 151 636 47 92 126 23 140 91 340 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 16 1069 72 159 672 50 97 133 24 148 96 359 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1069 72 159 672 50 97 133 24 148 96 359 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 1069 72 159 672 50 97 133 24 148 96 359 -------- ---I - ------- --------------- --------------- ---------------i Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.79 0.21 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4470 330 1600 1600 1600 1600 1600 1600 ------------ I ---------------II--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.33 0.04 0.10 0.15 0.15 0.06 0.08 0.02 0.09 0.06 0.22 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-10 E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.580 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------1--------------- --------------------- ---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ I --------------- 11--------------- --------------- ---------------� Volume Module: Base Vol: 6 10 8 231 21 215 697 396 3 30 165 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 10 8 231 21 215 697 396 3 30 165 190 Added Vol: 1 0 0 0 0 0 0 0 0 0 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 10 8 231 21 215 697 396 3 30 167 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 8 11 9 264 24 245 796 452 3 34 191 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 11 9 264 24 245 796 452 3 34 191 217 PCE Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 11 9 264 24 245 796 452 3 34 191 217 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.28 0.40 0.32 1.83 0.17 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 448 640 512 2933 267 2880 2880 3200 1600 1600 3200 1600 ------------ I --------------- --------------- --------------- ------- Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.09 0.09 0.09 0.28 0.14 0.00 0.02 0.06 0.14 Crit Moves: **** **** **** **** *****k**k*'*k**kk**k*k**kk* Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-11 MITIG8 - E + P P1 AM Thu Oct 22, 2009 14:23:18 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.501 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------_I ___ .--- _� _ ��--------------- --------------- ----- Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------- I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 272 631 66 225 469 74 105 500 144 77 689 197 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 272 631 66 225 469 74 105 500 144 77 689 197 Added Vol: 0 8 2 0 13 0 0 0 0 3 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 272 639 68 225 482 74 105 500 144 80 689 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.8&5 0.85 0.85 0.85 0.85 PHF Volume: 320 752 80 265 567 87 124 588 169 94 811 232 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 320 752 80 265 567 87 124 588 169 94 811 232 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 320 752 80 265 567 87 124 588 169 94 811 232 Ov1AdjVol: 0 ------------ --------------- --------------- --------------- 11---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.16 0.05 0.09 0.12 0.05 0.04 0.12 0.11 0.03 0.17 0.14 Ov1AdjV/S: 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-12 E + P P1 AM Wed Sep 9, 2009 20:02:42 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.756 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -----------_I---------------II--------------- II---------------II---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------I---------------II---------------II---------------II------ Volume Module: Base Vol: 403 651 78 192 491 57 35 294 196 80 819 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 403 651 78 192 491 57 35 294 196 80 819 284 Added Vol: 0 9 0 0 15 1 0 0 0 0 1 0 PasserByVol; 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 403 660 78 192 506 58 35 294 196 80 820 284 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 458 750 89 218 575 66 40 334 223 91 932 3.23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 458 750 89 218 575 66 40 334 223 91 932 323 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 458 750 89 218 575 66 40 334 223 91 932 323 ------------ I--------------- II--------------- ld--------------- I{--------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.49 0.51 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2377 823 ------------ I --------------- IC------_--------II----------------II--------------- Capacity --- --Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.06 0.08 0.12 0.04 0.02 0.10 0.14 0.06 0.39 0.39 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-13 E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.323 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------•--- --------------- --------------- --------------- 11---------------� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------------I---------------II------------------------------ ---------------� Volume Module: Base Vol: 31 331 1 4 397 37 74 0 60 2 0 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 331 1 4 397 37 74 0 60 2 0 5 Added Vol: 1 26 0 0 29 23 23 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 32 357 1 4 426 60 97 0 60 2 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 36 397 1 4 474 67 108 0 67 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 397 1 4 474 67 108 0 67 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 397 1 4 474 67 108 0 67 2 0 6 ------------ --------------- -------- --------------- ------- ---Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.75 0.25 1.00 0.00 1.00 0.29 0.00 0.71 Final Sat.: 1600 3191 9 1600 2805 395 1600 0 1600 457 0 1143 ------------ I --------------•- - --------------- --------------- -_--------------� Capacity Analysis Module: Vol/Sat: 0.02 0.12 0.12 0.00 0.17 0.17 0.07 0.00 0.04 0.00 0.00 0.00 Crit Moves Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-14 E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 1.0 Worst Case Level Of Service: B[ 14.1] Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------`I----------------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- -------- Volume Module: Base Vol: 6 347 0 0 437 14 3 0 3 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 347 0 0 437 14 3 0 3 0 0 0 Added Vol: 17 1 0 0 0 29 26 0 15 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 348 0 0 437 43 29 0 18 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.87 0.97 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.00 PHF Volume: 27 402 0 0 505 50 34 0 21 0 0 0 Reduct Vol: 0 0 D 0 0 0 0 0 0 0 0 0 FinalVolume: 27 402 0 0 505 50 34 0 21 0 0 0 ---------------------------11---------------II----- ---------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ---------------------------- ------------------- ---------------� Capacity Module: Cnflict Vol: 555 xxxx xxxxx xxxx xxxx xxxxx 760 xxxx 253 xxxx xxxx xxxxx Potent Cap.: 1026 xxxx xxxxx xxxx xxxx xxxxx 346 xxxx 753 xxxx xxxx xxxxx Move Cap.: 1026 xxxx xxxxx xxxx xxxx xxxxx 340 xxxx 753 xxxx xxxx xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.10 xxxx 0.03 xxxx xxxx xxxx ------------ I--------------- --------------- --------------- -------------_-� Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx 0.1 xxxx xxxx xxxxx Control Del: 8.6 xxxx xxxxx xxxxx xxxx xxxxx 16.8 xxxx 9.9 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 14.1 xxxxxx ApproachLOS: * * B Note: Queue reported is the number of cars per lane. #Y#Rk##ikR#11k4##i.#fki###'F##ii'#if#iti'�'##9f###4'######tki##:*#**#*i*'k #'*'k 4i'*#�k#i#k'###.#►### Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-15 E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.368 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II--------II---------------I---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ --------------- ----•----------- --------------- ---------------� Volume Module: Base Vol: 27 337 61 1 388 24 37 29 20 163 14 24 Growth Adj: 1.00 1.00 L.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 337 61 1 388 24 37 29 20 163 14 24 Added Vol: 0 7 0 10 6 0 0 0 0 0 0 11 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 344 61 11 394 24 37 29 20 163 14 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 30 388 69 12 445 27 42 33 23 184 16 40 Reduct Vol: 0 0 0 0 0' 0 0 0 0 0 0 0 Reduced Vol: 30 388 69 12 445 27 42 33 23 184 16 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 388 69 12 445 27 42 33 23 184 16 40 ------------ --------------- ------•--------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.59 0.41 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 947 653 1600 1600 1600 ------------ -I --------------- --------------- --------------- ---------------) Capacity Analysis Module: Vol/Sat: 0.02 0.12 0.04 0.01 0.14 0.02 0.03 0.03 0.03 0.11 0.01 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-16 E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.381 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----__------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0 ------------ {--------------- --------------- --------------- _--------------� Volume Module: Base Vol: 2 278 88 104 396 5 2 2 1 229 4 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 278 88 104 396 5 2 2 1 229 4 82 Added Vol: 0 7 0 0 6 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 285 88 104 402 5 2 2 1 229 4 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 2 333 103 121 469 6 2 2 1 267 5 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 333 103 121 469 6 2 2 1 267 5 96 PCE Adj: 1.00 1.00 1.00 --1.00-1-.-00 1.-00 1.00 1-.-00 1-.-00 1.-00 1-00 --1.-00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 333 103 121 469 6 2 2 1 267 5 96 ------------- --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.98 0.02 0.40 0.40 0.20 1.00 0.48 0.52 Final Sat.: 1600 3200 1600 1600 3161 39 640 640 320 1600 767 833 ------------ I--------------- --------------- --------------- --------------- Capacity ----- -----Capacity Analysis Module: Vol/Sat: 0.00 0.10 0.06 0.08 0.15 0.15 0.00 0.00 0.00 0.17 0.01 0.11 Crit Moves: **** **** **** **** #ikkkw lr k k kiY Jr kilk#,Y-L kM kF#*iF Nh iY####*#*##*#*##*##****####*###*xk A r'M'irk*#k*#•#-######i•t fir# Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-17 E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.801 Loss Time (sec): 6 Average Delay (sec/veh): 20.0 Optimal Cycle: 0 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- 11 --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ --------------- --------------- Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 272 76 37 372 49 58 94 9 312 123 43 Added Vol: 0 1 0 2 0 0 0 0 0 0 0 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 273 76 39 372 49 58 94 9 312 123 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 20 306 85 44 417 55 65 105 10 350 138 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 306 85 44 417 55 65 105 10 350 138 52 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 306 85 44 417 55 65 105 10 350 138 52 ------------ --------------- --------------- --------------- ------_-----_--f Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.36 0.58 0.06 1.00 1.00 1.00 Final Sat.: 378 806 434 392 840 451 148 240 23 437 458 499 ------------ I --------------- --------------- --------------- ----------------I Capacity Analysis Module: Vol/Sat: 0.05 0.38 0.20 0.11 0.50 0.12 0.44 0.44 0.44 0.80 0.30 0.10 Crit Moves **** **** **** **** Delay/Veh: 12.2 16.1 12.3 12.6 18.5 11.3 17.2 17.2 17.2 35.2 13.5 10.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 12.2 16.1 12.3 12.6 18.5 11.3 17.2 17.2 17.2 35.2 13.5 10.4 LOS by Move: B C B B C B C C C E B B ApproachDel: 15.1 17.2 17.2 27.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 15.1 17.2 17.2 27.2 LOS by Appr: C C C D Al1WayAvgQ: 0.1 0.5 0.2 0.1 0.9 0.1 0.7 0.7 0.7 3.0 0.4 0.1 Note: Queue reported is the number of cars per lane. Traffix 8,0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-18 E + P Pl PM Tue Sep 15, 2009 18:15:23 Page 2-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions with Improvements PM PEAK HOUR ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.494 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R __---------�--------II-------- -II--------------- --- -------Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I ---------------- ------------------------------ --------------- Volume --- -----Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 272 76 37 372 49 58 94 9 312 123 43 Added Vol: 0 1 0 2 0 0 0 0 0 0 0 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 273 76 39 372 49 58 94 9 312 123 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0,89 0.89 0.89 0.89 PHF Volume: 20 306 85 44 417 55 65 105 10 350 138 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 306 85 44 417 55 65 105 10 350 138 52 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 306 85 44 417 55 65 105 10 350 138 52 ------------ --------------- ------------------------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.91 0.09 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1460 140 1600 1600 1600 ------------ I ------------------------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.05 0.03 0.13 0.03 0.04 0.07 0.07 0.22 0.09 0.03 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-19 R E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) **************************#***************#*************#**********#******#****# Cycle (sec): 100 Critical Vol./Cap.(X): 0.809 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: D *#********************************#************************#*******#**#********* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------_-----�- ---------��---------------- ---------------- ll ----------------I Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- ---------------��------ ------��--------------� Volume Modutle: Base Vol: 364 703 116 497 934 84 209 1089 493 155 735 402 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial E er 3&J- 703 116 497 934 84 209 1089 493 155 735 402 Added Vol:: 7/ 30 0 0 31 0 0 0 8 0 0 0 Pas3werByVo11:: 0) 0 0 0 0 0 0 0 0 0 0 0 Initial Fut-:: 371 733 116 497 965 84 209 1089 501 155 735 402 User- Adj : ]:..0;01 L-00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF' Adj: 0)..95 0).95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF'Volume.:. 111. 772 0 523 1016 88 220 1146 527 163 774 423 Redimct VolU: 0; ® 0 0 0 0 0 0 0 0 0 0 Reduced Vc[L:: 3391L 772 0 523 1016 88 220 1146 527 163 774 423 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVoluma: 391 772 0 523 1016 88 220 1146 527 163 774 423 ------------- I ------_--_------ ------------------------------ ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.76 0.24 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4416 384 2880 4800 1600 2880 4800 1600 ------------ I --------------- Capacity Analysis Module: Vol/Sat: 0.14 0.16 0.00 0.18 0.23 0.23 0.08 0.24 0.33 0.06 0.16 0.26 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-20 E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.870 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -__---------- I --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I --------------- ��__ .. --------------- --------------- Volume -------------Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.00, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial 3se: 0 1428 309 350 1417 0 0 0 0 518 0 186 Added Vol:: 0 3.7 2 0 39 0 0 0 0 3 0 0 PasserByVmL: 0 01 0 0 0 0 0 0 0 0 0 0 Initial Fut::: 0 1465 311 350 1456 0 0 0 0 521 0 186 User Adj: 1.00 1_..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0:..95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume:: 0 152. 327 368 1533 0 0 0 0 548 0 196 Reduct Vol.:: 0 D1 0 0 0 0 0 0 0 0 0 0 Reduced Va-1 0 154-22. 327 368 1533 0 0 0 0 548 0 196 PCE Adj: 1.00 L.GQ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 ]]_..GED 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVol=e: 0 15912. 327 368 1533 0 0 0 0 548 0 196 ----------- I ----------------fl-------- ---------------��.. Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.47 0.53 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3959 841 1600 4800 0 0 0 0 2880 0 1600 ------------- I --------------- --------------- --------------- ---------------- Capacity ---------Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.39 0.23 0.32 0.00 0.00 0.00 0.00 0.19 0.00 0.12 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-21 E + P Pl PM Wed Sep 9, 2009 20:06:35 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.699 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ --------------- --------------- --------------- ----------------� Volume Module: Base Vol: 16 971 13 33 1467 487 440 4 15 4 3 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 971 13 33 1467 487 440 4 15 4 3 21 Added Vol: 0 1 0 0 1 40 38 11 0 0 11 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 16 972 13 33 1468 527 478 15 15 4 14 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 17 1027 14 35 1552 557 505 16 16 4 15 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 1027 14 35 1552 557 505 16 16 4 15 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 FinalVolume: 17 1027 14 35 1552 557 505 16 16 4 15 22 ------------ ----------- ---11--------------- --------------- --------------- Saturation -------------11--------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.21 0.79 1.94 0.06 1.00 0.10 0.36 0.54 Final Sat.: 1600 4800 1600 1600 3532 1268 3103 97 1600 164 574 862 -------------I---------------11--------------- --_----------.._��----- Capacity Analysis Module: Vol/Sat: 0.01 0.21 0.01 0.02 0.44 0.44 0.16 0.16 0.01 0.03 0.03 0.03 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-22 E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.535 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- ---------------��-------11---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ I --------------- 11--------------- ---------------11- --- Volume Module: Base Vol: 16 704 95 151 1052 77 54 53 34 113 93 163 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 704 95 151 1052 77 54 53 34 113 93 163 Added Vol: 0 0 0 0 0 2 1 9 0 0 9 0 PasserByVol: 0 0 0 0 0 0 0 0 d 0 0 0 Initial Fut: 16 704 95 151 1052 79 55 62 34" 113 102 163 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00' 1.00 1.00 1.00 PHF Adj: 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,..9)5 0.95 0.95 0.95 PHF Volume: 17 743 100 159 1110 83 58 65 36, 119 108 172 Reduct Vol: 0 0 0 0 0 0 0 0 01 0 0 0 Reduced Vol: 17 743 100 159 1110 83 58 65 36 119 108 172 PCE Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00' 1.00 1.00 1.00 MLF Adj: 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.015 11.00 1.00 1.00 FinalVolume: 17 743 100 159 1110 83 58 65 36 119 108 172 ------------ I--------------- II--------------- II--------------- f}---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.79 0.21 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4465 335 1600 1600 1600 1600 1600 1600 ------------ I---------------II---------------II---------------II----------------I Capacity Analysis Module: Vol/Sat: 0.01 0.23 0.06 0.10 0.25 0.25 0.04 0.04 0.02 0.07 0.07 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-23 E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR ----------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Washington Street (NS) / Avenue 52 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.450 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ------- - --------------- --------------- ------- Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ --------------- ---------------��-- - - - ---� Volume Module: Base Vol: 14 34 7 328 29 384 272 228 10 23 421 215 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 34 7 328 29 384 272 228 10 23 421 215 Added Vol: 1 0 0 0 0 0 0 1 0 0 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 34 7 328 29 384 272 229 10 23 423 215 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 16 35 7 342 30 401 284 239 10 24 442 224 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 35 7 342 30 401 284 239 10 24 442 224 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 35 7 342 30 401 284 239 10 24 442 224 ------------ --------- --------------- --------------- 11---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.27 0.61 0.12 1.84 0.16 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 429 971 200 2940 260 2880 2880 3200 1600 1600 3200 1600 ------_----- I --------------- --------------- ---------------- ----------------� Capacity Analysis Module: Vol/Sat: 0.04 0.04 0.04 0.12 0.12 0.14 0.10 0.07 0.01 0.02 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-24 MITIG8 - E + P P1 PM Thu Oct 22, 2009 14:25:19 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.550 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- -------- ------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I - - --------- --------------------- ---- Volume Module; Base Vol: 344 398 137 386 508 161 232 958 393 92 888 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O0 ]initial Bse: 344 398 137 386 508 161 232 958 393 92 888 213 Added Vol: 0 14 3 0 15 0 0 0 0 4 0 0 P'asserByVol: 0 0 0 0 0 0 0 0 0 0) 0 0 Initial Fut: 344 412 140 386 523 161 232 958 393 96; 889- 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.Gx; Z_08 1.00 DHF, Adj,: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0..9'9' 0.991 0.99 PHS' Volume: 347 416 141 390 528 163 234 968 397 97/ 997/ 215 RL=duct Vol: 0 0 0 0 0 0 0 0 0 0) 0 0 R)P-duced Vol: 347 416 141 390 528 163 234 968 397 97/ 897 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 JALF Adj-. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 347 416 141 390 528 163 234 968 397 97 897 215 Ov1AdjVol: 204 ------------ I --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- ---------------- --------------- ------- Capacity Analysis Module: Vol/Sat: 0.12 0.09 0.09 0.14 0.11 0.10 0.08 0.20 0.25 0.03 0.19 0.13 Ov1AdjV/S: 0.13 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-25 J E + P P1 PM Wed Sep 9, 2009 20:06:35 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.723 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- -------------_-1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I --------------- --------------- ----- --------------- Volume --Volume Module: Base Vol: 182 867 25 363 644 97 46 651 437 74 584 147 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 182 867 25 363 644 97 46 651 437 74 584 147 Added Vol: 0 17 0 0 17 1 1 0 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 182 884 25 363 661 98 47 651 437 74 585 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 PHF Adj: 0.9,5 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 192 931 26 382 696 103 49 685 460 78 616 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 192 931 26 382 696 103 49 685 460 78 616 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 192 931 26 382 696 103 49 685 460 78 616 155 ------------ --------------- --------------- ---------------__-------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.002.00 1.00 1.00 1.60 0.40 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2557 643 ------------ I --------_---_-- --------------- ------•---------- _--------------� Capacity Analysis Module: Vol/Sat: 0.07 0.19 0.02 0.13 0.14 0.06 0.03 0.21 0.29 0.05 0.24 0.24 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE G-26 APPENDIX H CALCULATION OF INTERSECTION LEVEL OF SERVICE FOR EXISTING PLUS AMBIENT PLUS CUMULATIVE (2012) PHASE 1 CONDITIONS The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) THIS PAGE:. IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact AnalysisOURBArd City of La Quinta, CA (JN: 06369-11 Report) CRossRoAus E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 2-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.205 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ------------------------------ ---------------� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 1 ------------ I --------------- --------------- ------ Volume Module: Base Vol: 55 440 2 0 156 95 28 0 29 0 0 5 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 57 453 2 0 161 98 29 0 30 0 0 5 Added Vol: 0 2 0 0 2 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 455 2 0 163 98 29 0 30 0 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 60 479 2 0 171 103 30 0 31 0 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 479 2 0 171 103 30 0 31 0 0 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1100 1.00 1.00 1.00 FinalVolume: 60 479 2 0 171 103 30 0 31 0 0 5 ------------I--------------- --------------- --------------- --_-_--_--•-----I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.25 0.75 1.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1600 3186 14 1600 1998 1202 1600 0 1600 0 0 1600 ------------ I --------------- --------------- --------------- II---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.15 0.15 0.00 0.09 0.09 0.02 0.00 0.02 0.00 0.00 0.00 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-1 E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 3-1 ---------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour ----------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ******************************************************************************** Average Delay (sec/veh): 0.3 Worst Case Level Of Service: A[ 9.5] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II --------- --------------- II---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 -------------- ----- --------- --------------- --------------- -------------- Volume -------------Volume Module: Base Vol: 11 495 0 0 172 9 3 0 13 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 .1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 11 510 0 0 177 9 3 C" 13 0 0 0 Added Vol: 0 2 0 0 2 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 11 512 0 0 179 9 3 0 13 0 a 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 L.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0-93 0.,93 0..9335 0.00 PRF Volume: 12 553 0 0 194 10 3 0 14 0 m 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 M 0 FinalVolume: 12 553 0 0 194 10 3 0. 14 0 0) 0 ------------ ---------------11----- --------- ---------------- -------- Critical - -----Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xx=z xx= xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------C---------------11--------------- ---------------- 11----------------� Capacity Module: Cnflict Vol: 204 xxxx xxxxx xxxx xxxx xxxxx 495 xxxx 97 xxxx xxxx xxxxx Potent Cap.: 1380 xxxx xxxxx xxxx xxxx xxxxx 509 xxxx 947 xxxx xxxx xxxxx Move Cap.: 1380 xxxx xxxxx xxxx xxxx xxxxx 505 xxxx 947 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.02 xxxx xxxx xxxx ------------ (--------------- 11--------------- --------------- 11----------------� Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.0 xxxx xxxx xxxxx Control Del: 7.6 xxxx xxxxx xxxxx xxxx xxxxx 12.2 xxxx 8.9 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 9.5 xxxxxx ApproachLOS: * * A Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-2 E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.306 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II------------------------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ ---------------- --------------- --------------- _--_-------------� Volume Module: Base Vol: 20 466 152 27 146 13 7 15 9 80 17 39 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 21 480 157 28 150 13 7 15 9 82 18 40 Added Vol: 0 2 2 0 2 0 0 0 0 2 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 482 159 28 152 13 7 15 9 84 18 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 21 502 165 29 159 14 8 16 10 88 18 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 502 165 29 159 14 8 16 10 88 18 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 502 165 29 159 14 8 16 10 88 18 42 ------------ ----------------- --------------- ------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.62 0.38 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1000 600 1600 1600 1600 -----_------ I_--------------- --------------- E--------------- -___-----------� Capacity Analysis Module: Vol/Sat: 0.01 0.16 0.10 0.02 0.05 0.01 0.00 0.02 0.02 0.05 0.01 0.03 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-3 E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.443 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------- I--------------- --------------- --------------- ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 0 1 ------------ I --------------- ...----------- --------------- ---------------� Volume -Module: Base Volx 0 582 77 34 151 0 0 0 0 149 0 76 Growth AdJ4 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bs4i:: 0 599 79 35 156 0 0 0 0 153 0 78 Added Vol: 0 0 12 7 0 0 0 0 0 5 0 5 Passem-ByVol:: 0 0 0 0 0 0 0 0 0 0 0 0 In:_tiEuI Fut:- 0 599 91 42 156 0 0 0 0 158 0 83 TQs�.-T' Adij: _UJIG. 1.901 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHS ;ATT: 00.32 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PnF \TQ ume: 0 734 112 51 190 0 0 0 0 194 0 102 Redktct Vol:: 0 9 0 0 0 0 0 0 0 0 0 0 Reduced VoZ: 0 73;4 112 51 190 0 0 0 0 194 0 102 PCE Adj: 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 734 112 51 190 0 0 0 0 194 0 102 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 0 0 1600 0 1600 0 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.07 0.03 0.06 0.00 0.00 0.00 0.00 0.12 0.00 0.06 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-4 E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.480 Loss Time (sec): 6 Average Delay (sec/veh): 12.4 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------II--------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 --------------------------- ----------- - �� - _----��---------------� Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj:- L-03 1.03 5..03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 1 354 116; 34 132 24 59 149 3 96 34 33 Added Vol: 0 0 0 0 0 0 0 17 0 0 12 0 PasserByVol: G 0 0 0 0 0 0 0 0 0 0 0 Initial Fut:: L 354 7LTE 34 132 24 59 166 3 96 46 33 User Adj: 1..00 1-O0 1..00 1.0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0-92 0..912; 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 3a6 177 37 144 26 64 181 3 104 50 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 386 127 37 144 26 64 181 3 104 50 36 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11.00 1.00 1.00 FinalVolume: 1 386 127 37 144 26 64 181 3 104 50 36 -------------I {I---------------,I----------------1I---------------I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.26 0.73 0.01 1.00 1.00 1.00 Final Sat.: 491 1058 588 442 942 517 133 378 7 464 495 546 ------------ I --------------- --------------- --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.37 0.22 0.08 0.15 0.05 0.48 0.48 0.48 0.23 0.10 0.07 Crit Moves: **** **** **** **** Delay/Veh: 9.8 12.8 10.1 11.0 11.1 9.5 15.3 15.3 15.3 12.0 10.2 9.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 9.8 12.8 10.1 11.0 11.1 9.5 15.3 15.3 15.3 12.0 10.2 9.2 LOS by Move: A B B B B A C C C B B A ApproachDel: 12.2 10.9 15.3 11.0 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.2 10.9 15.3 11.0 LOS by Appr: B B C B Al1WayAvgQ: 0.0 0.5 0.3 0.1 0.2 0.0 0.8 0.8 0.8 0.3 0.1 0.1 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-5 E + A + C P1 AM Tue Sep 15, 2009 18:16:01 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions with Improvements AM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.385 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 21 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------II------- II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I--_------------II---------------II------------------------------ Volume --------Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 1 354 116 34 132 24 53) 149 3 96 34 33 Added Vol: 0 0 0 0 0 01 0) 17 0 0 12 0 PasserByVol: 0 0 0 0 0 0 0 01 0 0 0 0 Initial Fut: 1 354 116 34 132 24 59 166 3 96 46 33 User Adj: 1.00 1.00 1.00 1.00 1.00 I.OG 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 PHF Volume: 1 386 127 37 144 Z6; 64 181 3 104 50 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 386 127 37 144 26 64 181 3 104 50 36 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 386 127 37 144 26 64 181 3 104 50 36 ------------ ------------ _ _II ---------------II--------------- --------------- Saturation ------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.98 0.02 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1571 29 1600 1600 1600 ------------ I --------------- II --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.08 0.02 0.04 0.02 0.04 0.12 0.12 0.07 0.03 0.02 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 3Q01 E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Washington Street (NS) / SR -111 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.816 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11---------------11--------------- � Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------- I --------------- --------------- 11 --------------- -------- Volume Module: Base Vol: 771 1064 73 277 633 80 60 4E55 206 71 763 238 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 794 1096 75 285 652 82 62 469 212 73 786 245 Added Vol: 42 147 15 74 80 0 0 119 24 6 82 47 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 836 1243 90 359 732 82 62 588 236 79) 868 292 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 L -H, 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 Q -'S0) 0.90 0.90 PHF Volume: 929 1381 0 399 813 92 69 653 262 88 964 325 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 929 1381 0 399 813 92 69 653 262 88 964 325 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.0.0 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 929 1381 0 399 813 92 69 653 262 88 964 325 ----- --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.70 0.30 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4314 486 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.32 0.29 0.00 0.14 0.19 0.19 0.02 0.14 0.16 0.03 0.20 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-7 E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.969 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 158 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 - -----_-------- -I --------------- --------------- --------------- ----------_-----� Volume Module: Base Vol: 0 1589 421 64 711 0 0 0 0 344 0 469 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.93 1.031-0-03 11.43 Initial Bse: 0 1637 434 66 732 0 0 0 5 354 0 4"Z1 Added Vol: 0 116 75 44 68 0 0 0 0 59 0 a-2', P'asserByVol: 0 0 0 0 0 0 0 0 0 0 0 01 Initial Fut: 0 1753 509 110 800 0 0 0 0 413, 0 5:01 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00? L-50 lto(D PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.941 D.94 W.94 PHF Volume: 0 1865 541 117 851 0 0 0 0 440 0 535 Reduct Vol: 0 0 0 0 0 0 0 0 0 5 0 0 Reduced Vol: 0 1865 541 117 851 0 0 0 0 440 0) 535 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.,00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.00 1.00 FinalVolume: 0 1865 541 117 651 0 0 0 0 440 0 535 ------------ I--------------- II--------------- ---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.33 0.67 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3720 1080 1600 4800 0 0 0 0 2880 0 1600 -------------1---------------II--------------- --------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.50 0.50 0.07 0.18 0.00 0.00 0.00 0.00 0.15 0.00 0.33 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-8 E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.708 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- ------------------------------ Control: ---------Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 11 0 0 ---------••-- I --------------- --------------- ---------------II-- ._----� Volume Module: Base. Vol: 3 1598 5 13 876 272 590 3 10 2 0 24 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 3 1646 5 13 902 280 608 3 10 2 0 25• Added Vol: 1 181 2 0 121 6 10 0 1 2 0 0 PasserBy'Viol: 0 0 Q 0 0 0 0 0 0 0 0 0 1nitiali Fut: 4, 1827 7 13 1023 286 618 3 11 4 0 25 User AdJ:: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 PHF Add:: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.923 PHF VZ)plume: 4 1969 8 14 1103 308 666 3 12 4 0 2'r7 Redwet. Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redimed Vol: 4 1969 8 14 1103 308 666 3 12 4 0 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLT Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 1969 8 14 1103 308 666 3 12 4 0 27 ------------ --------------- --------------- --------------- -----------___-� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.34 0.66 1.99 0.01 1.00 0.14 0.00 0.86 Final Sat.: 1600 4800 1600 1600 3751 1049 3184 16 1600 226 0 1374 ------------ I--------------- --------------- -------------- f1--------_---_--� Capacity Analysis Module: Vol/Sat: 0.00 0.41 0.00 0.01 0.29 0.29 0.21 0.21 0.01 0.02 0.00 0.02 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-9 E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ****vr*****k********k*************•*k*****************k***eft***.****************Rik* Intersection #9 Washington Street (NS) / Avenue 50 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.855 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 70 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- II--------- - II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.4 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------- 1--------------- II---------------- II-- I�--------------� Volume Modale•: Base Vd : 15 1012 68 151 636 45 92 121 23 140 83 340 GrowtYriAdj: 1.,03 1.03 1.103 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 15 1042 70 156 655 46 95 125 24 144 85 350 Added tTal: 0 133 2 9 89 2 3 2 0 5 2 5 Passer_SyVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut:, 15 1175 72 165 744 48 98 127 24 149 87 355 User Adj: t.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 01.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume:, 16 1241 76 174 786 51 103 134 25 158 92 375 Reduct Vol.; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced V(al: 16 1241 76 174 786 51 103 134 25 158 92 375 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 1241 76 174 786 51 103 134 25 158 92 375 ------------ I---------------II---------------II------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.82 0.18 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4507 . 293 1600 1600 1600 1600 1600 1600 _-----_------ I ---------------CI--------------- '---------------II------- Capacity Analysis Module: Vol/Sat: 0.01 0.39 0.05 0.11 0.17 0.17 0.06 0.08 0.02 0.10 0.06 0.23 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-10 E + A + C P1 AM Wed Sep 9, 2009 21:07:12 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour ----------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.640 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- I --------------- --------------- --------------- --------------- Control: ------- -----Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ I --------------- ----------------- ---------------� Volume Module: Base Vol: 6 it 8 231 21 215 697 396 3 30 165 190 Growth Adj: 1..03 1.03) 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 6, 10 8 238 22 221 718 408 3 31 170 196 Added Vol: 2 18 4 11 6 13 18 4 1 1 5 21 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: a 28 12 =3 28 234 736 412 4 32 175 217 User Adj: 1.00 1.00 1.00 lLM3 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 T..TA 0.98; 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 9 32 14 MI 332. 268 840 470 5 36 200 247 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 32 141 284 32 268 840 470 5 36 200 247 PCE Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 32 14 284 32 268 840 470 5 36 200 247 ------------ --------------- --------------- --------------- ----- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.17 0.58 0.25 1.80 0.20 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 269 929 402 2880 320 2880 2880 3200 1600 1600 3200 1600 --- - ------------------- --------------- .-------11 --------� Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.10 0.10 0.09 0.29 0.15 0.00 0.02 0.06 0.15 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-11 I MITIG8 - E + A + C P1 AM Thu Oct 22, 2009 14:26:08 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jefferson Street (NS) / SR -111 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.612 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------{ Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- {---------- .. - �i{--------------- {{----------------{ Volume Module: Base Vol: 272 631 66 225 469 74 105 500 144 77 689 197 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03' 1.03 Il..03 1.03 1.03 1.03 Initial Bse: 280 650 68 232 483 76 108 515 L48 719 710 203 Added Vol: 22 17 59 84 13 20 20 169 16 16 137 53 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 302 667 127 316 496 96 128 68-A L64 115 847 256 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.0011.'10 U-00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85, 0.8550.85 (0.85 0.85 0.85 0.85 PHF Volume: 355 785 149 371 584 113 15L D05 193 136 996 301 Reduct Vol: 0 0 0 0 0 0 a G 0 0 0 0 Reduced Vol: 355 785 149 371 584 113 15:1 805 193 136 996 301 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.,00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 355 785 149 371 584 113 151 805 193 136 996 301 Ov1AdjVol: 0 ------------ I--------------- --------------- {--------------- -_-------------{ Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ {--------------- --------------- {{--------------- li---------------� Capacity Analysis Module: Vol/Sat: 0.12 0.16 0.09 0.13 0.12 0.07 0.05 0.17 0.12 0.05 0.21 0.19 OvlAdjV/S: 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-12 E + A + C Pl AM Wed Sep 9, 2009 21:07:12 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.822 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- Control: ----- ---Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I ---------------- --------------- --------------- --•------ Volume Module: Base Vol: 403 651 78 192 491 57 35 294 19116 810 819 284 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.013 1.03 1.03 1.03 Initial Bse: 415 671 80 198 506 59 36 303 202' 82, 844 243 Added Vol: 14 74 0 5 48 12 17 37 ILLI 0' 51. 7 PasserByVol: 0 0 0 0 0 0 0 0 0) 0 0 (D Initial Fut: 429 745 80 203 554 71 53 340 213 82 81915 3ffm) User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0;0: 1.00) 1.00 1-0)(J' PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.89 0.88 CO. 883 PHF Volume: 488 846 91 230 629 80 60 386 2242 94 1017 3460 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 488 846 91 230 629 80 60 386 242 94 1017 340 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00. 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 FinalVolume: 488 846 91 230 629 80 60 386 242 94 1017 340 ------------ --------------- ---------------- ---------------H---------------� Saturation Flow Module- Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.50 0.50 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2397 803 ------------ I ----_------- --------------- `--------------- 11 --------------- Capacity -_---------- -Capacity Analysis Module: Vol/Sat: 0.17 0.18 0.06 0.08 0.13 0.05 0.04 0.12 0.15 0.06 0.42 0.42 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-13 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Lo8s as Cycle Length o) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.298 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I -------- --------------- --------------- ---------------� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ----------- I---------------��------------- --------------- - ------ ---� Volume Module: Base Vol: 31 331 1 4 397 37 74 0 60 2 0 5 Growth Adj: 1.03 1.03 1.03 1.03 =.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 32 341 1 4 409 38 76 0 62 2 0 5 Added Vol: 0 8 0 0 7 0 0 0 0 0 0 0 Passe-rByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 32 349 1 4 416 38 76 0 62 2 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 36 388 1 5 463 42 85 0 69 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 388 1 5 463 42 85 0 69 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 FinalVolume: 36 388 1 5 463 42 85 0 69 2 0 6 _----------- I --------------- ---------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.83 0.17 1.00 0.00 1.00 0.29 0.00 0.71 Final Sat.: 1600 3191 9 1600 2931 269 1600 0 1600 457 0 1143 ------------ I --------------- --------------- ----------------- - •--------� Capacity Analysis Module: Vol/Sat: 0.02 0.12 0.12 0.00 0.16 0.16 0.05 0.00 0.04 0.00 0.00 0.01 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-14 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 0.2 Worst Case Level Of Service: B[ 12.71 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- --------------- ------------------------------ ---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 6 347 0 0 437 14 3 0 3 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1,03 1.03 1.03 1.03 Initial Bse: 6 357 0 0 450 14 3 0 3 0 0 0 Addecl Vol: 0 8 0 0 7 0 0 0 0 0 0 0 FA,, serByVol: 0 0 0 0 0 0 0 0 0 0 0 0 _lnutial Fut: Fn 365 0 0 457 14 3 0 3 0 0 0 U2.9mr Adj: L: 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 'Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.00 FRHF Volume: 7 422 0 0 528 17 4 0 4 0 0 0 R�---duct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FAinalVolume: 7 422 0 0 528 17 4 0 4 0 0 0 ------------ --------------- --------------- ------ -I (Z)ritical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx i6ollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx --------------------------- ---------------1{---------------I1--------------- Capacity -- ----Capacity Module: Cnflict Vol: 545 xxxx xxxxx xxxx xxxx xxxxx 754 xxxx 264 xxxx xxxx xxxxx Potent Cap.: 1034 xxxx xxxxx xxxx xxxx xxxxx 349 xxxx 740 xxxx xxxx xxxxx Move Cap.: 1034 xxxx xxxxx xxxx xxxx xxxxx 347 xxxx 740 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.00 xxxx xxxx xxxx ------------ I---------------II---------------II---------------II--------------- Level ------- -----Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.0 xxxx xxxx xxxxx Control Del: 8.5 xxxx xxxxx xxxxx xxxx xxxxx 15.5 xxxx 9.9 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 12.7 xxxxxx ApproachLOS: * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-15 K E + A + C Pl PM Wed Sep 9, 2009 21:07:51 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.382 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ j --------------- --------------- 11 --- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I_.. ---------- --------------- 11---------------�� ---� Volume Module: Base Vol: 27 337 61. 1 388 24 37 29 20 163 14 24 Growth Adj: 1.03 1'_.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 28 347 63 1 400 25 38 30 21 168 14 25 Added Vol: 0 8 8 0 7 0 0 0 0 7 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 28 355 71 1 407 25 38 30 21 175 14 25 User Adj: 1.00 1.,00 1.00 1.D'10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0'.89 0.89 0..851 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 31 401 80 b 459 28 43 34 23 197 16 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 4,01 IM 1 459 28 43 34 23 197 16 28 PCE Adj: 1.00 1.00 1.0/0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 31 401 80 1 459 28 43 34 23 197 16 28 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.59 0.41 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 947 653 1600 1600 1600 ------------ I --------------- --------------- ------- ------ Capacity Analysis Module: Vol/Sat: 0.02 0.13 0.05 0.00 0.14 0.02 0.03 0.04 0.04 0.12 0.01 0.02 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-16 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.394 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R+ ------------I--------------- ---------------II---------------II--------------`1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0' 1 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0 ----------- ------------ -�� -- ---- �� ------------------- Volume ---------Volume Module: Base Vol: 2 278 8S3 1IN 396 5 2 2 1 229 4 82 Growth Adj: 1.03 1.03 1.03 1.013 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 2 286 9'1'_ 10 n 408 5 2 2 1 236 4 84 Added Vol: 0 0 8 222 0 0 0 0 0 9 0 23 PasserByVol: 0 0 0. 0;' 0 0 0 0 0 0 0 0 Initial Fut: 2 286 99 121 408- 5 2 2 1 245 4 107 User Adj: 1.00 1.00 1.00' 1.010 1,00? 1..90 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.8'6,0.M 0:„86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 2 334 113, 115"L 4776; 6 2 2 1 286 5 125 Reduct Vol: 0 0 Z 0 ® 0 0 0 0 0 0 0 Reduced Vol: 2 334 IIS 151 47/6 6 2 2 1 286 5 125 PCE Adj: 1.00 1.00 71.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 334 115 151 476 6 2 2 1 286 5 125 ------------ I --------------- -_-_-----------�f---- - - --�� ------ Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.98 0.02 0.40 0.40 0.20 1.00 0.40 0.60 Final Sat.: 1600 3200 1600 1600 3160 40 640 640 320 1600 635 965 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.10 0.07 0.09 0.15 0.15 0.00 0.00 0.00 0.18 0.01 0.13 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-17 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.857 Loss Time (sec): 6 Average Delay (sec/veh): 23.4 Optimal Cycle: 0 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------If--------------- --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ C--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 18 272 76 37 372 49 58 911 9 312 123 43 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.103; 1.03 1.03 1.03 1.03 Initial Bse: 19 280 78 38 383 50 69 97 9 321 127 44 Added Vol: 0 0 0 0 0 0 0 42 0 0 43 0 PasserByVol: 0 0 0 0 0 0 0 0' 0 0 0 0 Initial Fut: 19 280 78 38 383 50 60, 13,9 9 321 170 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00; 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 ©;.99 0.89 0.89 0.89 0.89 PHF Volume: 21 314 88 43 430 57 67 156 10 360 190 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 314 88 43 430 57 67 156 10, 360 190 50 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 1.00 1.00 FinalVolume: 21 314 88 43 430 57 67 156 10 360 190 50 ---------------------------- ----------------- ---------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.29 0.67 0.04 1.00 1.00 1.00 Final Sat.: 355 757 405 370 791 421 116 270 18 421 441 476 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.41 0.22 0.12 0.54 0.13 0.58 0.58 0.58 0.86 0.43 0.10 Crit Moves: **** **** **** **** Delay/Veh: 12.9 17.7 13.3 13.2 21.0 12.0 21.9 21.9 21.9 43.4 16.4 10.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 12.9 17.7 13.3 13.2 21.0 12.0 21.9 21.9 21.9 43.4 16.4 10.8 LOS by Move: B C B B C B C C C E C B ApproachDel: 16.6 19.4 21.9 32.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 16.6 19.4 21.9 32.2 LOS by Appr: C C C D Al1WayAvgQ: 0.1 0.6 0.2 0.1 1.0 0.1 1.2 1.2 1.2 3.8 0.7 0.1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-18 E + A + C P1 PM Tue Sep 15, 2009 18:16:27 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions with Improvements PM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.536 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - 12 L - T - R L - T - R ---------- I--------------- --------------- ------------------------------ Control: --------Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- ------------------------------ --------------- Volume --- ----Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1,03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 19 280 78 38 383 50 60 97 9 321 127 44 Added Vol: 0 0 0 0 0 0 0 42 0 0 43 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 initial Fut: 19 280 78 38 383 50 60 139 9 321 170 44 User Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l Ao 1.9)0 PHF Adj: 0.89 0.89 0,89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 21 314 88 43 430 57 67 156 10 360 1.90 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0, 0 0 Reduced Vol: 21 314 88 43 430 57 67 156 10 360 1.90 50 PCE Adj: 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1'.00 1.00 MLF Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Finalvolume: 21 314 88 43 430 57 67 156 10 360 190 50 ----------- I--------------- --------------- ---------------71---------------y Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.94 0.06 1.00 1,00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1500 100 1600 1600 1600 ------------ I --------------- --------------- ---------------- ----------------I Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.05 0.03 0.13 0.04 0.04 0.10 0.10 0.23 0.12 0.03 Crit Moves: #ki•k k*'kik'ktlr*#+Yfk*#i##k#iJri it#i.k#ivt it kiiii'ii•ki.*:##i.i4k#•i####*#.*####iik 14'skt#ii#ik'.yk#1h-#k Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-19 IL iil�r 1 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.994 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------I--=------------ --------------- -------------- Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0, 1 ------------ --------------- -------------- ----------------- Volume ----------- --Volume Module: Base Vol: 364 703 116 497 934 84 209 1089 493 155 715, 9d0E Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.00) 1-..C-31 Initial Bse: 375 724 119 512 962 87 215 1122 508 160 75T 414': Added Vol: 71 147 8 182 167 0 0 276 56 13 283.' 1179' PasserByVol: 0 0 0 0 0 0 0 0 0 0 0J 0) Initial Fut: 446 871 127 694 1129 87 215 1398 564 173 1040 1�3%3; User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 11..W" PHF Adj: 0.95 0.95 0.00 0..95 0.95 0.95 0.95 0.95 0.95 0.95 0.93 0.9'5 PHF Volume: 469 917 0 730 1188 91 227 1471 593 182 1095 624 Rediuct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 469 917 0 730 1188 91 227 1471 593 182 1095 624 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I&,F Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 469 917 0 730 1188 91 227 1471 593 182 1095 624 -------------1---------------1I---------------11-------- ---------------- Sat/Lane: -------- Sat/Lane: 111600x1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.79 0.21 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4458 342 2880 4800 1600 2880 4800 1600 ------------ 1 --------------- 11 --------------- 11 --------------- 11--------------_� Capacity Analysis Module: Vol/Sat: 0.16 0.19 0.00 0.25 0.27 0.27 0.08 0.31 0.37 0.06 0.23 0.39 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-20 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Washington Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.063 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ----- 11 --------------- --------------- ----------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ ----------- --------------- --------------- - --------Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 0 1471 318 361 1460 0 0 0 0 534 0 192 Added Vol: 0 147 170 62 179 0 0 0 0 186 0 86 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 71618 488 423 1639 0 0 0 0 720 0 278 User Adj: 1..00 IL -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 9-95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1703 514 445 1725 0 0 0 0 757 0 292 Reductt, Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1703 514 445 1725 0 0 0 0 757 0 292 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1703 514 445 1725 0 0 0 0 757 0 292 ------------ --------------- --------------- ----- -------_--_----� Saturation Flow Modules Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.30 0.70 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3687 1113 1600 4800 0 0 0 0 2880 0 1600 ------------ I--------------- --------------- 11-------------- ------_--------� Capacity Analysis Module: Vol/Sat: 0.00 0.46 0.46 0.28 0.36 0.00 0.00 0.00 0.00 0.26 0.00 0.18 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE E H-21 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) **:*rxs�.******r,r*€+�*tir**r,�.�rw*�*rix**��a��r,�rr�**�*�*,tri*►*�***r*,r►**r,�,�*r.*�r*� Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.777 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II - - -- -- ---I1---- ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------1---------------- --------------- --------------- ---------------� Volume Module: Base Vol: 16 971 13 33 1467 487 440 4 15 4 3 21 Growth Adj: 1.013 1.03 1.0.1 1.03"1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 1'.6 lj3c')0 13 34 .1511 502 453 4 15 4 3 22 Added Vol: 1. 7195 a 0 338 27 22 0 2 7 0 0 PasserByVol: 0 0 0) 0 0 0 0 0 0 0 0 0 Initial Fut: 17, 112.915 21 34 1849 529 475 4 17 11 3 22 User Adj: 1.00- 1-..010 1..0,0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95, 9).915 011..9:5, 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: LS, 1369 13 36 1955 559 502 4 18 12 3 23 Reduct Vol: 0 0 ® 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 1369 23 36, 1955 559 502 4 18 12 3 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 1369 23 36 1955 559 502 4 18 12 3 23 ------------ --------------- 11 --------------- -------------- ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.33 0.67 1.98 0.02 1.00 0.31 0.09 0.60 Final Sat.: 1600 4800 1600 1600 3733 1067 3172 28 1600 496 138 966 ------------ I --------------- 11--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.29 0.01 0.02 0.52 0.52 0.16 0.16 0.01 0.02 0.02 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-22 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Washington Street (NS) / Avenue 50 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.645 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R i L - T - R L - T - R _-----------I-----------II---- ------------- --------------- --------------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0. 2 1 0 1 0 1 0 1 1 0 1 0 1 ---------------- --------------- --------------- ---- Volume Module: Base Vol: 16 704 95 151 .11W 77 54 53 34 113 93 163 Growth Adj: 1.03 1.03 1.03 1.03 1'...63 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 16 725 98 156 lRa4 79 56 55 35 116 96 168 Added Vol: 0 208 8 23 2131 8 8 3 0 10 2 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 16 933 106 179 131'7' 87 64 58 35 126 98 178 User Adj: 1.00 1.00 1.00 1.00 1.0:0, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95. 0.95 0.95 0,95 0.95 0.95 0.95 0.95 PHF Volume: 17 984 112 188 1.3.&9 92 67 61 37 133 103 188 Reduct Vol: 0 0 0 0 Q' 0 0 0 0 0 0 0 Reduced Vol: 17 984 112 188 1LIM 92, 67 61 37 133 103 188 PCE Adj: 1.00 1.00 1.00 1.00 11.110 1.,00 1.00 1,00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00) 1".00) I- OU 1.00 1,00 1.00 1.00 1.00 1.00 FinalVolume: 17 984 112 18a 2.389 92 67 61 37 133 103 188 ------------ --------------- --------------- ---------- --------------- Saturation -- ---Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.81 0.19 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4501 299 1600 1600 1600 1600 1600 1600 ------------ I --------------- --------------- --------------- 11__-------------� Capacity Analysis Module: Vol/Sat: 0.01 0.31 0.07 0.12 0.31 0.31 0.04 0,04 0.02 0.08 0.06 0.12 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-23 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Washington Street (NS) / Avenue 52 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.533 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- ---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1. 1 0 2 0 1 ------------ --------------- --------------- ---------------- --------------- Volume -- -Volume Module: Base Vol: 14 34 7 328 29 384 272 2428 al0 23 421 215 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03. 1.C13.' 1.03 1.03 1.03 Initial Bse: 14 35 7 338 30 396 280 235 li0- 24 434 221 Added Vol: 1 10 2 45 17 49 47 15 Z. 3 15 37 PasserByVol: 0 0 0 0 0 0 0 0: 0 0 0 0 Initial Fut: 15 45 9 383 47 445 327 250 12 27 449 258 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0i® 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0..96 0.96 0.96 0.96 0.96 PHF Volume: 16 47 10 400 49 464 342 226;1 13 28 468 270 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 47 10 400 49 464 342 261 13 28 468 270 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 47 10 400 49 464 342 261 13 28 468 270 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.22 0.65 0.13 1.78 0.22 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 354 1034 212 2851 349 2880 2880 3200 1600 1600 3200 1600 ------------ I -------_------- ---------------��_____ ------{�----------------� Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.05 0.14 0.14 0.16 0.12 0.08 0.01 0.02 0.15 0.17 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-24 MITIG8 - E + A + C P1 PM Thu Oct 22, 2009 14:27:32 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.766 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------- I--------------- --------------- ------------------------------ Control: --------Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------� Volume Module: Base Vol: 344 398 137 386 508 Growth Adj: 1.03 1.03 1.03 1.03 1.03 Initial Bse: 354 410 141 398 523 Added Vol: 53 15 95 138 19 PasserByVol: 0 0 0 0 0 Initial Fut: 407 425 236 536 542 User Adj: 1.00 1.00' 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 PHF Volume: 411 429 238 541 548 Reduct Vol: 0 0 0 0 0 Reduced Vol: 411 429 238 541 548 PCE Adj: 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 FinalVolume: 411 429 238 541 548 OvlAdjVol: ------------1---------------11--------- Saturation Flow Module: 161 232 958 393 92 888 213 1.03 1.03 1.03 1.03 1.03 1.03 1.03 166 239 987 405 95 915 219 37 34 352 53 116 386 166 0 0 0 0 0 0 0 203 273 1339 458 211 1331 385 1.00 1.00 1.00 1.00 1.06 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 0'.99 205 276 1352 462 213 1314 389 0 0 0 0 0 0 0 205 276 1352 462 213 1314 389 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 205 276 1352 462 213 1314 389 234 Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- 11 --------------- 11 --------------- Ii---------------} Capacity Analysis Module: Vol/Sat: 0.14 0.09 0.15 0.19 0.11 0.13 0.10 0.28 0.29 0.07 0.27 0.24 Ov1AdjV/S: 0.15 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-25 E + A + C P1 PM Wed Sep 9, 2009 21:07:51 Page 13-1 --------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.797 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ------I------II---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 canes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------I---------------11--------------- -----------��- ----- - 1 Volume Module: Base Vol: 182 867 25 363 644 97 46 651 437 74 584 147 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1...63; Initial Bse: 187 893 26 374 663 100 47 671 450 76 602 II -I'D. Added Vol: 38 121 0 14 141 33 28 89 41 0 76 14 PAsserByVol: 0 0 0 0 0 0 0 0 0 0 0 O In.i_tial Fut: 225 1014 26 388 804 133 75 760 491 76 678 t6E U,%--r� Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-001 FtdF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0)..%5 FH•F Volume: 237 1067 27 408 847 140 79 800 517 80 713 11T3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Val: 237 1067 27 408 847 140 79 800 517 80 713 174 PCE Adj,:1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 237 1067 27 408 847 140 79 800 517 80 `113 174 ------------- I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.61 0.39 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2572 628 ------------ I --------------- -------------- EI -- ----------��---------------� Capacity Analysis Module: Vol/Sat: 0.08 0.22 0.02 0.14 0.18 0.09 0.05 0.25 0.32 0.05 0.28 0.28 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE H-26 APPENDIX I CALCULATION OF INTERSECTION LEVEL OF SERVICE FOR OUSTING PLUS AMBIENT PLUS CUMULATIVE PLUS PROJECT (2012) PHASE 1 CONDITIONS The La Quinta Resort Expansion Project Traffic Impact AnalysiOURBAIN City of La Quinta, CA (JN., 06369-11 Report) THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) Ud) uRBAM E + A + C + P P1 AM Wed Sep 9, 2009 21:12:21 Page 2-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.229 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ------ ------------------------------ ----------------� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4..9 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 1 ------------ j---------------I�---------__-��--------------- --------------- Volume ------ -Volume Module: Base Vol: 55 440 2 0 ]L56 95 28 0 29 0 0 5 Growth Adj: 1.03 1.03 1.03 1.03 1-03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 57 453 2 0 16311 98 29 0 30 0 0 5 Added Vol: 1 15 0 0 ZHI 21 12 0 0 0 0 0 PasserByVol: 0 0 0 0 0) 0 0 0 0 0 0 0 Initial Fut: 58 468 2 0 1;8-' 1.19 41 0 30 0 0 5 User Adj: 1.00 1.00 1.00 1..00 1..010' 7.00 :1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0%..9T.r D_95 0).95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 492 2 0 159, 125 43 0 31 0 0 5 Reduct Vol: 0 0 0 0 (a) 0 0 0 0 0 0 0 Reduced Vol: 61 492 2 0 198; 125 43 0 31 0 0 5 PCE Adj: 1.00 1.00 1.00 1.00) I.0)(0 1.00) LAG 1..00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.0X) 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 61 492 2 0 198 h25 43 0 31 0 0 5 ------------ I --------------- ---------------- --------------- --------------- Saturation ---- ----Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.23 0.77 1.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1600 3186 14 1600 1963 1237 1600 0 1600 0 0 1600 ------------ I --------------- --------------- --------------- ----------------� Capacity Analysis Module: Vol/Sat: 0.04 0.15 0.15 0.00 0.10 0.10 0.03 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE E + A + C + P P1 AM Wed Sep 9, 2009 21:12:21 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ******************************************************************************** Average Delay (sec/veh): 0.8 Worst Case Level Of Service: B[ 10.61 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L. - T - R L - T - R L - T - R ------------ ---------------- ---------------1C------------- - ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------- -------------=- --------------- --------------- ---------------� Volume Module: Base Vol: 11 495 0 0 172 9 3 0' 13 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 11 510 0 0 177 9 3 0 13 0 0 0 Added Vol: 16 2 0 0 3 26 13 01 7 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 512 0 0 180 35 16 0 2:0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 R.,GrD 1..g0. .1.00 0.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 (11..93 0-9)3, U-93, 0.00 PHF Volume: 30 553 0 0 195 38 17 0 22 T 0) 0 Reduct Vol: 0 0 0 0 0 0 0 0 0, M 01 0 FinalVolume: 30 553 0 0 195 38 17 0 2n 0. 01 0 ------------ --------------- ------------------------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx G..9 xxnexx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------------------ 11--------------- --------------- ---------------� Capacity Module: Cnflict Vol: 233 xxxx xxxxx xxxx xxxx xxxxx 531 xxxx 97 xxxx xxxx xxxxx Potent Cap.: 1347 xxxx xxxxx xxxx xxxx xxxxx 483 xxxx 946 xxxx xxxx xxxxx Move Cap.: 1347 xxxx xxxxx xxxx xxxx xxxxx 475 xxxx 946 xxxx xxxx xxxxx Volume/Cap: 0.02 xxxx xxxx xxxx xxxx xxxx 0.04 xxxx 0.02 xxxx xxxx xxxx ------------I -----11---------------- --------------- ---------------� Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx Control Del: 7.7 xxxx xxxxx xxxxx xxxx xxxxx 12.9 xxxx 8.9 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 10.6 xxxxxx ApproachLOS: * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-2 E + A + C + P P1 AM Wed Sep 9, 2009 21:12:21 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method ('Future Volume Alternative) ******************************************************************************** Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.311 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I------------------------I----- --- --------------- Control: ----- ---Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 41.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ----------- ----------•--- --------------- --------------- ------------`- Volume Module: Base Vol: 20 466 152 27 146 13 7 15 9 80 T7 3.9) Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.033 Initial Bse: 21 480 157 28 150 13 7 15 9 82 is 40 Added Vol: 0 8 2 5 5 0 0 0 0 2 a) 10. PasserByVol: 0 0 0 0 0 0 0 0 0 0 Q) 0 Initial Fut: 21 488 159 33 155 13 7 15 9 84 1S 50:; User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00,E 1.000 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96) 0.96= PHF Volume: 21 508 165 34 162 14 8 16 10 88 l& 52c Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0, D Reduced Vol: 21 508 165 34 162 14 8 16 10 88 18 5;2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 MLF" Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 508 165 34 162 14 8 16 10 88 18 52 ------------ I --------------- 11--------------- 1' --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.62 0.38 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1000 600 1600 1600 1600 ------------ I --------------- ---------------II--------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.16 0.10 0.02 0.05 0.01 0.00 0.02 0.02 0.05 0.01 0.03 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-3 E + A + C + P P1 AM Wed Sep 9, 2009 21:12:21 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.445 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- II--------------- II--------------- 11----------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 0 1 -------------I---------------II---------------11---------------II--------------- Volume ------Volume Module: Base Vol: 0 582 77 34 151 0 0 0 0 149 0 76 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 I.ni,tri.al Bse: 0 599 79 35 156 0 0 0 0 153 0 78 Added. Vola 0 6 12 7 2 0 0 0 0 5 0 5 Pa,sse,u.ByVol: 0 0 0 0 0 0 0 0 0 0 0 0 In.itiz1 Fut: 0 605 91 42 158 0 0 0 0 158 0 83 U:-er,:gdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PIF Volume: 0 741 112 51 193 0 0 0 0 194 0 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 741 112 51 193 0 0 0 0 194 0 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 741 112 51 193 0 0 0 0 194 0 102 ---- I---------------II----II---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 0 0 1600 0 1600 0 1600 ------------ I---------------II---------------II---------------CI----------------I Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.07 0.03 0.06 0.00 0.00 0.00 0.00 0.12 0.00 0.06 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-4 E + A + C + P Pl AM Wed Sep 9, 2009 21:12:21 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.481 Loss Time (sec): 6 Average Delay (sec/veh): 12.4 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- II--------------- II---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ --------------- --------------- --------------- --------------- Volume ---------Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 1 354 116 34 132 24 59 149 3 96 34 33 Added Vol: 0 1 0 1 0 0 0 17 0 0 12 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 355 116 35 132 24 59 166 3 96 46 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 387 127 38 144 26 64 181 3 104 50 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 387 127 38 144 26 64 181 3 104 50 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 387 127 38 144 26 64 181 3 104 50 38 ------------ --------------- --------------- --------------- ---------------I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.26 0.73 0.01 1.00 1.00 1.00 Final Sat.: 490 1056 587 441 941 516 133 377 7 463 494 546 ------------ I --------------- --------------- ---------------��-- Capacity Analysis Module: Vol/Sat: 0.00 0.37 0.22 0.09 0.15 0.05 0.48 0.48 0.48 0.23 0.10 0.07 Crit Moves: **** **** **** **** Delay/Veh: 9.8 12.9 10.1 11.1 11.1 9.5 15.4 15.4 15.4 12.0 10.3 9.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.8 12.9 10.1 11.1 11.1 9.5 15.4 15.4 15.4 12.0 10.3 9.3 LOS by Move: A B B B B A C C C B B A ApproachDel: 12.2 10.9 15.4 11.0 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.2 10.9 15.4 11.0 LOS by Appr: B B C B Al1WayAvgQ: 0.0 0.5 0.3 0.1 0.2 0.0 0.8 0.8 0.8 0.3 0.1 0.1 ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-5 E + A + C + P P1 AM Tue Sep 15, 2009 18:16:56 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.386 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 21 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ T --------------- II----- ----------- II--------------- II --------------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------- I---------------II---------------II---------------II- -__--- --------1 Voliianv Module: Base, 4,ftl: 1 344 113 33 128 23 57 145 3 93 33 32 Growt1h Adj: 1.03 1.03< 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial. Bze:' 1 354 116 34 132 24 59 149 3 96 34 33 Added Vb)I1:: 0 1 0 1 0 0 0 17 0 0 12 2 PasserBy,Vtti]l: a 0, 0 0 0 0 0 0 0 0 0 0 Initial' Futi.; 1 3155 1L16 35 132 24 59 166 3 96 46 35 User Adjj:: 1..0)3 1.0.'0 R.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj:: 0..92 0.92, 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF 1 387 127 38 144 26 64 181 3 104 50 38 Reduct Vcn1L: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 387 127 38 144 26 64 181 3 104 50 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 387 127 38 144 26 64 181 3 104 50 38 ----I---------------II---------------II---------------11--------------- Saturation ------ - --Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.98 0.02 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1571 29 1600 1600 1600 ------------ I ------- - ------- I�--------------- II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.08 0.02 0.04 0.02 0.04 0.12 0.12 0.07 0.03 0.02 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE IQ: E + A + C + P P1 AM Wed Sep 9, 2009 21:12:21 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.823 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------I. Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ --------------- ------------------------- ---------------� Volume Module: Base Vol: 771 1064 73 277 633 80 60 455 206 71 763 238 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 794 1096 75 285 652 82 62 469 212 73 786 245 Added Vol: 45 163 15 74 107 0 0 119 31 6 82 47 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 839 1259 90 359 759 82 62 588 243 79 868 292 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 932 1399 0 399 843 92 69 653 270 88 964 325 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 932 1399 0 399 843 92 69 653 270 88 964 325 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 932 1399 0 399 843 92 69 653 270 88 964 325 ------------ --------------- --------------- ---------------II f Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.71 0.29 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4330 470 2880 4800 1600 2880 4800 1600 ------------I---------------11---------------II--------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.32 0.29 0.00 0.14 0.19 0.19 0.02 0.14 0.17 0.03 0.20 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-7 MITIG8 - E + A + C + P P1 Thu Oct 22, 2009 15:00:19 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Washington Street (NS) / SR -111 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.694 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- I--------------- --------------- --------------- ---------------1 Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 3 0 2 1 0 2 0 3 0 1 2 0 3 0 1 --_------_--- I ---------------II--------------- --------------- --------� Volume Module: Base Vol: 771 1064 73 277 633 80 60 455 206 71 763 238 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 794 1096 75 285 652 82 62 469 212 73 786 245 Added Vol: 45 163 15 74 107 0 0 119 31 6 82 47 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 839 1259 90 359 759 82 62 588 243 79 868 292 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 932 1399 0 399 843 92 69 653 270 88 964 325 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 932 1399 0 399 843 92 69 653 270 88 964 325 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 932 1399 0 399 843 92 69 653 270 88 964 325 ------------L----------------11---------------- --------------- ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 3.00 3.00 1.00 3.00 2.71 0.29 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 4800 4800 1600 4800 4330 470 2880 4800 1600 2880 4800 1600 ------------I---------------11--------------- ---------------11---------- -1 Capacity Analysis Module: Vol/Sat: 0.19 0.29 0.00 0.08 0.19 0.19 0.02 0.14 0.17 0.03 0.20 0.20 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE E + A + C + P P1 AM Wed Sep 9, 2009 21:12:22 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) www*******www***wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww**+:*wwww*******ww**ww******* Intersection #7 Washington Street (NS) / Avenue 48 (EW) wwwww*wwwww*wwwwwwwww:twww*wwwwwwwwwwwwwwwwwwwwwwwwwww*wwwwwwwwwwwwwwwwwww**wwwww Cycle (sec): 100 Critical Vol./Cap.(X): 0.973 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 166 Level Of Service: E wwwwwwwwwwwwwwkwwwwkwwwwww*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- ---------------- --------------- ---------------��------------_ -� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ --------------- --------------- ------------------------------ volume -------Volume Module: Base Vol: 0 1589 421 64 711 0 0 0 0 344 0 409 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1-03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 0 1637 434 66 732 0 0 0 0 354 0 421 Added Vol: 0 135 76 44 103 0 0 0 0 62 0 82 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1772 510 110 835 0 0 0 0 416 0 503 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 0 1885 542 117 889 0 0 0 0 443 0 535 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1885 542 117 889 0 0 0 0 443 0 535 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1885 542 117 889 0 0 0 0 443 0 535 ------------ --------------- ------ ---I�--------------- 11--------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.33 0.67 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3728 1072 1600 4800 0 0 0 0 2880 0 1600 ------------ I ------------------------------ 11 --------------- II---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.51 0.51 0.07 0.19 0.00 0.00 0.00 0.00 0.15 0.00 0.33 Crit Moves: **** **** **** kirw #'kw*kik*#**.*Mk'k kA#k kFi4kik*!*#'kk*.ak#-klk#�'w1Y�':'k irw f.+0'w'tww.x Mir-i11err4 MiY kkk#kfk al*wk*ikkAir kik iM Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE am E + A + C + P P1 AM Tue Sep 15, 2009 18:16:56 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.941 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 121 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----- - _--I-----------------------I-- ------------I---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I ------------- - --------------�� ------ __11 ------ Volume Module: Base Vol: 0 1589 421 64 711 0 0 0 0 344 0 409 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 0 1637 434 66 732 0 0 0 0 354 0 421 Added Vol: 0 135 76 44 103 0 0 0 0 62 0 82 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1772 510 110 835 0 0 0 0 416 0 503 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 0 1885 542 117 889 0 0 0 0 443 0 535 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1885 542 117 889 0 0 0 0 443 0 535 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Finalvolume: 0 1885 542 117 889 0 0 0 0 443 0 535 ------------ --------------- I I --------------- I L--------------- � �--------------- � Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.33 0.67 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3728 1072 2880 4800 0 0 0 0 2880 0 1600 ------------ I --------------- --------------- --------------- --------------- Capacity -------------Capacity Analysis Module: Vol/Sat: 0.00 0.51 0.51 0.04 0.19 0.00 0.00 0.00 0.00 0.15 0.00 0.33 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-10 E + A + C + P Pl AM Wed Sep 9, 2009 21:12:22 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -----------------------------------_---------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.723 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II--------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ --------------- --------------- ------ ------- Volume Module: Base Vol: 3 1598 5 13 876 272 590 3 10 2 0 24 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 3 1646 5 13 902 280 608 3 10 2 0 25 Added Vol: 1 181 2 0 123 42 30 6 1 2 10 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 1827 7 13 1025 322 638 9 11 4 10 25 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 4 1969 8 14 1105 347 687 10 12 4 11 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 1969 8 14 1105 347 687 10 12 4 11 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 FinalVolume: 4 1969 8 14 1105 347 687 10 12 4 11 27 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.28 0.72 1.97 0.03 1.00 0.10 0.26 0.64 Final Sat.: 1600 4800 1600 1600 3652 1148 3155 45 1600 168 413 1020 ------------ I - -------- --------------- --------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.41 0.00 0.01 0.30 0.30 0.22 0.22 0.01 0.03 0.03 0.03 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE E + A + C + P P1 AM Wed Sep 9, 2009 21:12:22 Page 10-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.855 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 70 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------_---- I ---------------- ------------------------------ ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ C --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 15 1012 68 151 636 45 92 121 23 140 83 340 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 15 1042 70 156 655 46 95 125 24 144 85 350 Added Vol: 0 133 2 9 89 4 3 6 0 5 10 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 1175 72 165 744 50 98 131 24 149 95 355 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 16 1241 76 174 786 53 103 138 25 158 101 375 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1241 76 174 786 53 103 138 25 158 101 375 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 1241 76 174 786 53 103 138 25 158 101 375 ------------ ----------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.81 0.19 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4496 304 1600 1600 1600 1600 1600 1600 ------------ f ---------------. --------------- --------------- ------ Capacity Analysis Module: Vol/Sat: 0.01 0.39 0.05 0.11 0.17 0.17 0.06 0.09 0.02 0.10 0.06 0.23 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-12 E + A + C + P P1 AM Wed Sep 9, 2009 21:12:22 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.640 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: B *##**#*###*###*##**#****#**#*###*#*#*##*****#**#**#*####*#**##*#**#*#**#*##***** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --I--------------- ---------------II---------------11---------------X Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ I --------------- II-_--___-- II---------------I�--- wµ ----- Volume Module: Base Vol: 6 10 8 231 21 215 697 396 3 30 165 190 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 6 10 8 238 22 221 718 408 3 31 170 196 Added Vol: 3 18 4 11 6 13 18 4 1 1 7 21 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 9 28 12 249 28 234 736 412 4 32 177 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 10 32 14 284 32 268 840 470 5 36 202 247 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 32 14 284 32 268 840 470 5 36 202 247 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 32 14 284 32 268 840 470 5 36 202 247 ------------I---------------11---------------Il---------------11---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.18 0.57 0.25 1.80 0.20 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 295 911 394 2880 320 2880 2880 3200 1600 1600 3200 1600 ------------I---------------IX---------------11---------------II--------------- Capacity Analysis Module: Vol/Sat: 0.04 0.04 0.04 0.10 0.10 0.09 0.29 0.15 0.00 0.02 0.06 0.15 Crit Moves: **** **** **** **** i##�###**##'.#i�'.###N#####}##k#•##fF YT It*#N#ROr##lb■R11##iF#Ff#A 4SF`#1r#fl.le tF #ak •N+t kiF Ye #+FkH.x it irxh Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-13 MITIG8 - E + A + C + P P1 Thu Oct 22, 2009 14:28:09 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.614 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I-------------I1---- II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- 11 --------------- ��--- ��---------------� Volume Module: Base Vol: 272 631 66 225 469 74 105 500 144 77 689 197 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 280 650 68 232 483 76 108 515 148 79 710 203 Added Vol: 22 25 60 84 26 20 20 169 16 40 137 53 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 302 675 128 316 509 96 128 684 164 119 847 256 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 355 794 151 371 599 113 151 805 193 140 996 301 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 355 794 151 371 599 113 151 805 193 140 996 301 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 355 794 151 371 599 113 151 805 193 140 996 301 OvlAdjVol: 0 -�---- -- ��--------------- ,1--------------- II---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- ---------------- --------------- -------- Capacity Analysis Module: Vol/Sat: 0.12 0.17 0.09 0.13 0.12 0.07 0.05 0.17 0.12 0.05 0.21 0.19 Ov1AdjV/S: 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-14 E + A + C + P P1 AM Wed Sep 9, 2009 21:12:22 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.826 Loss Time -(sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ------------•--- --------------- --------------- - -------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 403 651 78 192 491 57 35 294 196 80 819 284 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 415 671 80 198 506 59 36 303 202 82 844 293 Added Vol: 14 83 0 5 63 14 17 37 11 0 52 7 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 429 754 80 203 569 73 53 340 213 82 896 300 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 488 856 91 230 646 83 60 386 242 94 1018 340 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 488 856 91 230 646 83 60 386 242 94 1018 340 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 488 856 91 230 646 83 60 386 242 94 1018 340 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.50 0.50 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2398 802 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.17 0.18 0.06 0.08 0.13 0.05 0.04 0.12 0.15 0.06 0.42 0.42 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-15 E + A + C + P PI PM Wed Sep 9, 2009 21:13:15 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.333 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------------- I --------------- --- ----- --------------- Volume --- ----Volume Module: Base Vol: 31 331 1 4 397 37 74 0 60 2 0 5 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 32 341 1 4 409 38 76 0 62 2 0 5 Added Vol: 1 34 0 0 36 23 23 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 375 1 4 445 61 99 0 62 2 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 37 417 1 5 495 68 110 0 69 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 417 1 5 495 68 110 0 69 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 417 1 5 495 68 110 0 69 2 0 6 ------------I--------------- --------- ---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.76 0.24 1.00 0.00 1.00 0.29 0.00 0.71 Final Sat.: 1600 3191 9 1600 2814 386 1600 0 1600 457 0 1143 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.02 0.13 0.13 0.00 0.18 0.18 0.07 0.00 0.04 0.00 0.00 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2W. N E + A + C + P P1 PM Wed Sep 9, 2009 21:13:15 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ******************************************************************************** Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 14.6] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------II--------------- ---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1' 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- -_-------------I Volume Module: Base Vol: 6 347 0 0 437 14 3 0 3 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 6 357 0 0 450 14 3 0 3 0 0 0 Added Vol: 17 8 0 0 8 29 26 0 15 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 365 0 0 458 43 29 0 18 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.00 PHF Volume: 27 422 0 0 530 50 34 0 21 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 27 422 0 0 530 50 34 0 21 0 0 0 ------------ ------------- 11--------------- --------------- 11---------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx --------------------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 580 xxxx xxxxx xxxx xxxx xxxxx 794 xxxx 265 xxxx xxxx xxxxx Potent Cap.: 1004 xxxx xxxxx xxxx xxxx xxxxx 329 xxxx 740 xxxx xxxx xxxxx Move Cap.: 1004 xxxx xxxxx xxxx xxxx xxxxx 323 xxxx 740 xxxx xxxx xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.10 xxxx 0.03 xxxx xxxx xxxx ------------ I ---------------- --------------- ---------------- --------- Level Of Service Module: 2Way95thQ:- 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx 0.1 xxxx xxxx xxxxx Control Del: 8.7 xxxx xxxxx xxxxx xxxx xxxxx 17.5 xxxx 10.0 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 14.6 xxxxxx ApproachLOS: * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-17 E + A + C + P P1 PM Wed Sep 9, 2009 21:13:16 Page 4-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.384 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 _----------- I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 27 337 61 1 388 24 37 29 20 163 14 24 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 28 347 63 1 400 25 38 30 21 168 14 25 Added Vol: 0 15 8 10 13 0 0 0 0 7 0 11 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 28 362 71 11 413 25 38 30 21 175 14 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 31 409 80 12 466 28 43 34 23 197 16 40 Reduct Vol_ 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 409 80 12 466 28 43 34 23 197 16 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 31 409 80 12 466 28 43 34 23 197 16 40 ------------ --------------- --------------- --------------- --------------- Saturation -------------Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.59 0.41 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 947 653 1600 1600 1600 ------------ I --------------- --------------- --------------------------_-- Capacity Analysis Module: Vol/Sat: 0.02 0.13 0.05 0.01 0.15 0.02 0.03 0.04 0.04 0.12 0.01 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-18 `--J E + A + C + P P1 PM Wed Sep 9, 2009 21:13:16 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.397 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- ---------- ---11 --� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0 ------------ I---------------��--------- ---��--------------- --------- Volume Module: Base Vol: 2 278 88 104 396 5 2 2 1 229 4 82 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 2 286 91 107 408 5 2 2 1 236 4 84 Added Vol: 0 7 8 22 6 0 0 0 0 9 0 23 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 293 99 129 414 5 2 2 1 245 4 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 2 342 115 151 483 6 2 2 1 286 5 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 342 115 151 483 6 2 2 1 286 5 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 FinalVolume: 2 342 115 151 483 6 2 2 1 286 5 125 ------------- --------------- --------------- --------------_ --------------- Saturation ----- -Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.98 0.02 0.40 0.40 0.20 1.00 0.40 0.60 Final Sat.: 1600 3200 1600 1600 3161 39 640 640 320 1600 635 965 ------------ I----------- --11 --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.07 0.09 0.15 0.15 0.00 0.00 0.00 0.18 0.01 0.13 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-19 E + A + C + P P1 PM Wed Sep 9, 2009 21:13:16 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.858 Loss Time (sec): 6 Average Delay (sec/veh): 23.4 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -°-------------------------- --------------- --------------- ---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 --------------------------- ------------------------------- ---------------� Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 19 280 78 38 383 50 60 97 9 321 127 44 Added Vol: 0 1 0 2 0 0 0 42 0 0 43 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 19 281 78 40 383 50 60 139 9 321 170 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 21 315 88 45 430 57 67 156 10 360 190 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 315 88 45 430 57 67 156 10 360 190 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 315 88 45 430 57 67 156 10 360 190 53 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.29 0.67 0.04 1.00 1.00 1.00 Final Sat.: 354 756 404 369 790 421 116 270 18 420 440 476 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.42 0.22 0.12 0.54 0.13 0.58 0.58 0.58 0.86 0.43 0.11 Crit Moves: **** **** **** **** Delay/Veh: 12.9 17.8 13.3 13.3 21.1 12.1 21.9 21.9 21.9 43.6 16.4 10.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.9 17.8 13.3 13.3 21.1 12.1 21.9 21.9 21.9 43.6 16.4 10.9 LOS by Move: B C B B C B C C C E C B ApproachDel: 16.6 19.5 21.9 32.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 16.6 19.5 21.9 32.2 LOS by Appr: C C C D AllWayAvgQ: 0.1 0.6 0.2 0.1 1.0 0.1 1.2 1.2 1.2 3.8 0.7 0.1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-20 E + A + C + P Pl PM Tue Sep 15, 2009 18:17:21 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.536 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 27 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -_----Y----- I --------------- --------------- 11 --------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ----------- I --------- --------------- --------------- -_-----w__----_-� Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 19 280 78 38 383 50 60 97 9 321 127 44 Added Vol: 0 1 0 2 0 0 0 42 0 0 43 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 19 281 78 40 383 50 60 139 9 321 170 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 21 315 88 45 430 57 67 156 10 360 190 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 315 88 45 430 57 67 156 10 360 190 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 315 88 45 430 57 67 156 10 360 190 53 ------------ ---------11--------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.94 0.06 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1500 100 1600 1600 1600 ------------I---------------11--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.05 0.03 0.13 0.04 0.04 0.10 0.10 0.23 0.12 0.03 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-21 E + A + C + P Pl PM Wed Sep 9, 2009 21:13:16 Page 7-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection 46 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.000 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- ---------------� Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 -------------- I --------------- ------ 11 --------------- I1---------------� Volume Module: Base Vol: 364 703 116 497 934 84 209 1089 493 155 735 402 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 375 724 119 512 962 87 215 1122 508 160 757 414 Added Vol: 78 177 8 182 198 0 0 276 64 13 283 179 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 453 901 127 694 1160 87 215 1398 572 173 1040 593 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 477 949 0 730 1221 91 227 1471 602 182 1095 624 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 477 949 0 730 1221 91 227 1471 602 182 1095 624 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 477 949 0 730 1221 91 227 1471 602 182 1095 624 ------------ --------------- --------------- --- ---------------i Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.79 0.21 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4467 333 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- 11---------------� Capacity Analysis Module: Vol/Sat: 0.17 0.20 0.00 0.25 0.27 0.27 0.08 0.31 0.38 0.06 0.23 0.39 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M MITIG8 - E + A + C + P P1 Thu Oct 22, 2009 15:01:12 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Washington Street (NS) / SR -111 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.899 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- --------------- --------------- 11 --------------- ---------------� Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 3 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- ---- ----- --------------- Volume ---- ----Volume Module: Base Vol: 364 703 116 497 934 84 209 1089 493 155 735 402 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 375 724 119 512 962 87 215 1122 508 160 757 414 Added Vol: 78 177 8 182 198 0 0 276 64 13 283 179 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 453 901 127 694 1160 87 215 1398 572 173 1040 593 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 477 949 0 730 1221 91 227 1471 602 182 1095 624 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 477 949 0 730 1221 91 227 1471 602 182 1095 624 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 477 949 0 730 1221 91 227 1471 602 182 1095 624 ------------- --------------- --------------- ---------------11---------------C Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 3.00 3.00 1.00 3.00 2.79 0.21 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 4800 4800 1600 4800 4467 333 2880 4800 1600 2880 4800 1600 ------------ i ---------------- --------------- --------------- --------------I Capacity Analysis Module: Vol/Sat: 0.10 0.20 0.00 0.15 0.27 0.27 0.08 0.31 0.38 0.06 0.23 0.39 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-23 E + A + C + P P1 PM Wed Sep 9, 2009 21:13:16 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection 47 Washington Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.072 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---,----------- --------------- --------------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I --------------- --------------- --------------- II---- .----------� Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 0 1471 318 361 1460 0 0 0 0 534 0 192 Added Vol: 0 183 172 62 217 0 0 0 0 189 0 86 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1654 490 423 1677 0 0 0 0 723 0 278 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1741 516 445 1765 0 0 0 0 761 0 292 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1741 516 445 1765 0 0 0 0 761 0 292 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 FinalVolume: 0 1741 516 445 1765 0 0 0 0 761 0 292 ------------- --------------- --------------- ------------------------------ Saturation ------------Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.31 0.69 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3702 1098 1600 4800 0 0 0 0 2880 0 1600 ------------ I ---------------- ------------- 11 --------- t --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.47 0.28 0.37 0.00 0.00 0.00 0.00 0.26 0.00 0.18 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-24 E + A + C + P P1 PM Tue Sep 15, 2009 18:17:21 Page 4-1 --------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.949 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 129 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11--------------- --------------- -------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I --------------- --------------- --------------- --------------- Volume ---- ----Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 0 1471 318 361 1460 0 0 0 0 534 0 192 Added Vol: 0 183 172 62 217 0 0 0 0 189 0 86 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1654 490 423 1677 0 0 0 0 723 0 278 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1741 516 445 1765 0 0 0 0 761 0 292 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1741 516 445 1765 0 0 0 0 761 0 292 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1741 516 445 1765 0 0 0 0 761 0 292 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.31 0.69 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3702 1098 2880 4800 0 0 0 0 2880 0 1600 ------------ I --------------- 11-- ------------ --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.47 0.15 0.37 0.00 0.00 0.00 0.00 0.26 0.00 0.18 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-25 E + A + C + P P1 PM Wed Sep 9, 2009 21:13:16 Page 9-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.810 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---------------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 -------------------------- ---------------- --------------- ---------------� Volume Module: Base Vol: 16 971 13 33 1467 487 440 4 15 4 3 21 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 16 1000 13 34 1511 502 453 4 15 4 3 22 Added Vol: 1 296 8 0 339 67 60 11 2 7 11 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 1296 21 34 1850 569 513 15 17 11 14 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 18 1370 23 36 1956 601 542 16 18 12 15 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 1370 23 36 1956 601 542 16 18 12 15 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Finalvolume: 18 1370 23 36 1956 601 542 16 18 12 15 23 ------------ ---------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.29 0.71 1.94 0.06 1.00 0.24 0.30 0.46 Final Sat.: 1600 4800 1600 1600 3672 1128 3108 92 1600 380 481 739 ------------ I --------------- ---------------ll---------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.29 0.01 0.02 0.53 0.53 0.17 0.17 0.01 0.03 0.03 0.03 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-26 N E + A + C + P P1 PM Wed Sep 9, 2009 21:13:16 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.645 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- -------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ----_------- I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 16 704 95 151 1052 77 54 53 34 113 93 163 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 16 725 98 156 1084 79 56 55 35 116 96 168 Added Vol: 0 208 8 23 233 11 9 12 0 10 11 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 16 933 106 179 1317 90 65 67 35 126 107 178 User Adj: 1.00 1.00 1.00 1.00 1.00 1100 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0,95 0.95 0.95 0.95 PHF Volume: 17 984 112 188 1389 95 68 70 37 133 113 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 984 112 188 1389 95 68 70 37 133 113 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 984 112 188 1389 95 68 70 37 133 113 188 ------------ --------------- -------------------------------11--------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00. 1.00 2.81 0.19 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4492 308 1600 1600 1600 1600 1600 1600 ------------ I --------------- 11--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.31 0.07 0.12 0.31 0.31 0.04 0.04 0.02 0.08 0.07 0.12 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-27 E + A + C + P P1 PM Wed Sep 9, 2009 21:13:16 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.533 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------------I-----------------II------------------------------� Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 --------------------------- --------------- ---- --------------- Volume ---- -Volume Module: Base Vol: 14 34 7 328 29 384 272 228 10 23 421 215 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 14 35 7 338 30 396 280 235 10 24 434 221 Added Vol: 2 10 2 45 17 49 47 16 3 3 17 37 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 16 45 9 383 47 445 327 251 13 27 451 258 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 17 47 10 400 49 464 342 262 14 28 470 270 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 47 10 400 49 464 342 262 14 28 470 270 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 47 10 400 49 464 342 262 14 28 470 270 ------------f--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.23 0.64 0.13 1.78 0.22 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 372 1020 209 2851 349 2880 2880 3200 1600 1600 3200 1600 ------------ I --------------- --------- --------------- 11---_------------� Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.05 0.14 0.14 0.16 0.12 0.08 0.01 0.02 0.15 0.17 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-28 MITIG8 - E + A + C + P P1 Thu Oct 22, 2009 14:29:09 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour --------------------_------------------------------------------------------------ Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.769 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: C k*****.************'k**.***.********k**A,,**** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ ----------------- --------------- ---------------��--- Volume Module: Base Vol: 344 398 137 386 508 161 232 958 393 92 888 213 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 354 410 141 398 523 166 239 987 405 95 915 219 Added Vol: 53 29 99 138 34 37 34 352 53 120 386 166 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 407 439 240 536 557 203 273 1339 458 215 1301 385 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 411 443 243 541 563 205 276 1352 462 217 1314 389 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 411 443 243 541 563 205 276 1352 462 217 1314 389 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 411 443 243 541 563 205 276 1352 462 217 1314 389 Ov1AdjVol: 234 ------------- --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.14 0.09 0.15 0.19 0.12 0.13 0.10 0.28 0.29 0.08 0.27 0.24 Ov1AdjV/S: 0.15 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-29 E + A + C + P P1 PM Wed Sep 9, 2009 21:13:16 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.801 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -----•-----------------------------II----------II--------=------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------1--------------- ------------------------------ 11---------------� Volume Module: Base Vol: 182 867 25 363 644 97 46 651 437 74 584 147 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 187 893 26 374 663 100 47 671 450 76 602 151 Added Vol: 38 137 0 14 158 34 29 89 41 0 76 14 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 225 1030 26 388 821 134 76 760 491 76 678 165 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 237 1084 27 408 865 141 80 800 517 80 713 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 237 1084 27 408 865 141 80 800 517 80 713 174 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 237 1084 27 408 865 141 80 800 517 80 713 174 ------------ ---------------I'--------------- --------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.61 0.39 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2572 628 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.08 0.23 0.02 0.14 0.18 0.09 0.05 0.25 0.32 0.05 0.28 0.28 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1-30 APPENDIX J CALCULATION OF INTERSECTION LEVEL OF SERVICE FOR EXISTING PLUS PROJECT BUILD OUT (2021) CONDITIONS The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN.- 06369-11 Report) OURBAM THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis OURBAM City of La Quinta, CA (JN: 06369-11 Report) CRC MSRCAADS E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR ----------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.285 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- ---------------11--- ------ -� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 1 -----_-----_I --------------- --------------- --------------- ------ ------- Volume Module: Base Vol: 55 440 2 0 156 95 28 0 29 0 0 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 440 2 0 156 95 28 0 29 0 0 5 Added Vol: 9 40 0 0 71 74 47 0 8 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 480 2 0 227 169 75 0 37 0 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 67 505 2 0 239 178 79 0 39 0 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 505 2 0 239 178 79 0 39 0 0 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 67 505 2 0 239 178 79 0 39 0 0 5 ------------ --------------- --------------- ------------------ -------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.15 0.85 1.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1600 3187 13 1600 1834 1366 1600 0 1600 0 0 1600 ------------- I --------------- --------------- .--------- - Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.00 0.13 0.13 0.05 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-1 E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 4-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR ----------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ******************************************************************************** Average Delay (sec/veh): 1.5 Worst Case Level Of Service: B[ 11.81 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 --------------------------=- ---------------- --------------- ---------------� Volume Module: Base Vol: 11 495 0 0 172 9 3 0 13 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 11 495 0 0 172 9 3 0 13 0 0 0 Added Vol: 40 9 0 0 8 71 40 0 23 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 51 504 0 0 180 80 43 0 36 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.00 PHF Volume: 55 545 0 0 195 86 46 0 39 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 55 545 0 0 195 86 46 0 39 0 0 0 ------------I----------------II---------------II--------------- II ---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ---------------------------II---------------II----------------il--------------- Capacity ------------ -Capacity Module: Cnflict Vol: 281 xxxx xxxxx xxxx xxxx xxxxx 577 xxxx 97 xxxx xxxx xxxxx Potent Cap.: 1293 xxxx xxxxx xxxx xxxx xxxxx 452 xxxx 946 xxxx xxxx xxxxx Move Cap.: 1293 xxxx xxxxx xxxx xxxx xxxxx 437 xxxx 946 xxxx xxxx xxxxx Volume/Cap: 0.04 xxxx xxxx xxxx xxxx xxxx 0.11 xxxx 0.04 xxxx xxxx xxxx ------------ 1 --------------- II--------------- ---------------II----------------1 Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx 0.1 xxxx xxxx xxxxx Control Del: 7.9 xxxx xxxxx xxxxx xxxx xxxxx 14.2 xxxx 9.0 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 11.8 xxxxxx ApproachLOS: * * B Notes Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-2 E + P P4 AM Wed Sep 16, 2009 14:35:37 ---------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions with Improvements AM PEAK HOUR ----------------------------------- Level Of Service Computation Report Page 3-1 ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.259 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 18 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------II-- ------ ---------------I Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ -------- ------ --------------- --------------- --------------- Volume Module: Base Vol: 11 495 0 0 172 9 3 0 13 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 11 495 0 0 172 9 3 0 13 0 0 0 Added Vol: 40 9 0 0 8 71 40 0 23 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 51 504 0 0 180 80 43 0 36 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.00 PHF Volume: 55 545 0 0 195 86 46 0 39 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 545 0 0 195 86 46 0 39 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 55 545 0 0 195 86 46 0 39 0 0 0 ------------ --------------- --------------- 11 --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 1600 0 1600 0 0 0 ------------I --------------- 1.1--------------- 11--------------- -------- Capacity Analysis Module: Vol/Sat: 0.03 0.17 0.00 0.00 0.06 0.05 0.03 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-3 L E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.314 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---------------I-- ------- ---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- --------------- ----------------- ---------------� Volume Module: Base Vol: 20 466 152 27 146 13 7 15 9 80 17 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 466 152 27 146 13 7 15 9 80 17 39 Added Vol: 0 22 0 15 16 0 0 0 0 0 0 27 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 488 152 42 162 13 7 15 9 80 17 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 21 508 158 44 169 14 7 16 9 83 18 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 508 158 44 169 14 7 16 9 83 18 69 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 508 158 44 169 14 7 16 9 83 18 69 ------------ --------------- -------------------•--------------------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.62 0.38 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1000 600 1600 1600 1600 ------------ I --------------- ---------------- --------- If --------------- Capacity ----- -Capacity Analysis Module: Vol/Sat: 0.01 0.16 0.10 0.03 0.05 0.01 0.00 0.02 0.02 0.05 0.01 0.04 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-4 E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.435 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- {--------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 0 1 ------------ I ------ --------------- ------------------------{ Volume Module: Base Vol: 0 582 77 34 151 0 0 0 0 149 0 76 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 582 77 34 151 0 0 0 0 149 0 76 Added Vol: 0 12 0 10 6 0 0 0 0 0 0 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 594 77 44 157 0 0 0 0 149 0 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 0 727 94 54 192 0 0 0 0 182 0 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 727 94 54 192 0 0 0 0 182 0 105 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 727 94 54 192 0 0 0 0 182 0 105 ------------ --------------- {--------------- {{--------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 0 0 1600 0 1600 0 1600 ------------ I --------------- --------------- ------------------------� Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.06 0.03 0,06 0.00 0.00 0.00 0.00 0.11 0.00 0.07 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-5 E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR ----------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.426 Loss Time (sec): 6 Average Delay (sec/veh): 11.8 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- ---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Initial Bse: , 1 344 113 33 128 23 57 145 3 93 33 32 Added Vol: 0 1 0 1 0 0 0 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 345 113 34 128 23 57 145 3 93 33 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 376 123 37 140 25 62 158 3 101 36 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 376 123 37 140 25 62 158 3 101 36 37 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 376 123 37 140 25 62 158 3 101 36 37 ------------- ---------------- - --------------- ---_-----------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.28 0.71 0.01 1.00 1.00 1.00 Final Sat.: 503 1088 608 455 971 535 146 371 8 472 504 559 ------------ I --------_-------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.20 0.08 0.14 0.05 0.43 0.43 0.43 0.21 0.07 0.07 Crit Moves: **** **** **** **** Delay/Veh: 9.6 12.3 9.8 10.8 10.7 9.2 14.1 14.1 14.1 11.7 9.9 9.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 9.6 12.3 9.8 10.8 10.7 9.2 14.1 14.1 14.1 11.7 9.9 9.1 LOS by Move: A B A B B A B B B B A A ApproachDel: 11.7 10.6 14.1 10.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 11.7 10.6 14.1 10.8 LOS by Appr: B B B B Al1WayAvgQ: 0.0 0.5 0.2 0.1 0.1 0.0 0.7 0.7 0.7 0.2 0.1 0.1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-6 'J E + P P4 AM Wed Sep 16, 2009 14:35:37 Page 4-1 - THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions with Improvements AM PEAK HOUR ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap-(X): 0.365 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 21 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ 1--------------- ---------------11-- ------ ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I ---------------- --------------- --------------- --------------- Volume --------Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 344 113 33 128 23 57 145 3 93 33 32 Added Vol: 0 1 0 1 0 0 0 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 345 113 34 128 23 57 145 3 93 33 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 376 123 37 140 25 62 158 3 101 36 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 376 123 37 140 25 62 158 3 101 36 37 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume:1 376 123 37 140 25 62 158 3 101 36 37 ------------ I ------- --------------- --------------- - ---------Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.98 0.02 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1568 32 1600 1600 1600 ------------ I --------------- --------------- 11--------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.08 0.02 0.04 0.02 0.04 0.10 0.10 0.06 0.02 0.02 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-7 E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection 46 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.770 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------_---_I --------------- ---------------11------------- - --------------- Control: ------- -----Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 -------_----- I --------------- --------------- ---------------- Volume Module: Base Vol: 771 1064 73 277 633 80 60 455 206 71 763 238 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 771 1064 73 277 633 80 60 455 206 71 763 238 Added Vol: 14 63 0 0 98 0 0 0 22 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 785 1127 73 277 731 80 60 455 228 71 763 238 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 0,90 0.90 0.90 PHF Volume: 872 1252 0 308 812 89 67 506 253 79 848 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 872 1252 0 308 812 89 67 506 253 79 848 264 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 872 1252 0 308 812 89 67 506 253 79 848 264 ------------ I --------------- ------- ------------------------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.70 0.30 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4327 473 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- --------------=I Capacity Analysis Module: Vol/Sat: 0.30 0.26 0.00 0.11 0.19 0.19 0.02 0.11 0.16 0.03 0.18 0.17 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-8 E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.841 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 66 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I--------------- --------------- ------- ---------------1 Volume Module: Base Vol: 0 1589 421 64 711 0 0 0 0 344 0 409 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1589 421 64 711 0 0 0 0 344 0 409 Added Vol: 0 77 20 0 120 0 0 0 0 35 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1666 441 64 831 0 0 0 0 379 0 409 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 0 1772 469 68 884 0 0 0 0 403 0 435 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1772 469 68 884 0 0 0 0 403 0 435 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1772 469 68 884 0 0 0 0 403 0 435 --------- I--------------- --------------- --------------- ------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.37 0.63 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3795 1005 1600 4800 0 0 0 0 2880 0 1600 ------------ I --------------- --------------- --------------- --------- Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.47 0.04 0.18 0.00 0.00 0.00 0.00 0.14 0.00 0.27 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-9 E + P P4 AM Sat Oct 3, 2009 22:09:45 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions with Improvements AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.823 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 62 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R __ ----------I--------------- --------------- --------------- ----------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------- I --------------- --------------- ---------------- ------ Volume Module: Base Vol: 0 1589 421 64 711 0 0 0 0 344 0 409 Growth Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1589 421 64 711 0 0 0 0 344 0 409 Added Vol: 0 77 20 0 120 0 0 0 0 35 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1666 441 64 831 0 0 0 0 379 0 409 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 0 1772 469 68 884 0 0 0 0 403 0 435 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1772 469 68 884 0 0 0 0 403 0 435 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1772 469 68 884 0 0 0 0 403 0 435 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.37 0.63 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3795 1005 2880 4800 0 0 0 0 2880 0 1600 ------------I----------------i1--------------- --------------- fl---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.47 0.02 0.18 0.00 0.00 0.00 0.00 0.14 0.00 0.27 Crit Moves: **** *** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-10 E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.676 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ------11--------- 11---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ --------------- --------------- --------------- -_-------------� Volume Module: Base Vol: 3 1598 5 13 876 272 590 3 10 2 0 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Initial Bse: 3 1598 5 13 876 272 590 3 10 2 0 24 Added Vol: 0 10 0 0 11 144 86 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 1608 5 13 887 416 676 3 10 2 0 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 3 1733 5 14 956 448 728 3 11 2 0 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 1733 5 14 956 448 728 3 11 2 0 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 1733 5 14 956 448 728 3 11 2 0 26 ------------ --------------- --------------- ------- --- ---- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.04 0.96 1.99 0.01 1.00 0.08 0.00 0.92 Final Sat.: 1600 4800 1600 1600 3268 1532 3186 14 1600 123 0 1477 ------------ I ---------------- --------------- --------------- __----__-------� Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.00 0.01 0.29 0.29 0.23 0.23 0.01 0.02 0.00 0.02 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-11 E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.782 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 52 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------II--------------- --------------- ---------------I Control; Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------7--------------- --------------- --------------- ---_------------� Volume Module: Base Vol: 15 1012 68 151 636 45 92 121 23 140 83 340 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 1012 68 151 636 45 92 121 23 140 83 340 Added Vol: 0 10 0 0 10 2 0 15 0 0 25 0 PasserByVol: 0 0 0 0 0 0- 0 0 0 0 0 0 Initial Fut: 15 1022 68 151 646 47 92 136 23 140 108 340 User Adj: 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 16 1079 72 159 682 50 97 144 24 148 114 359 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1079 72 159 682 50 97 144 24 148 114 359 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 1079 72 159 682 50 97 144 24 148 114 359 ------------ --------------- --------- -----II --- ----------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.80 0.20 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4474 326 1600 1600 1600 1600 1600 1600 ------------ I --------------- ------------------------------ ---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.34 0.04 0.10 0.15 0.15 0.06 0.09 0.02 0.09 0.07 0.22 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-12 E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 12-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) **.******1►*•lr#*****'#********F**vk****C****i1'I'.*'k***ilr 'k k**R'k**'iF*1P*#'if**k'k *k*'&#*'k w'*'i'k*#'*# Cycle (sec): 100 Critical Vol./Cap.(X): 0.580 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- __-_��-------_-__---1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ 1--------------- --------------- --------------- ---------------I Volume Module: Base Vol: 6 10 8 231 21 215 697 396 3 38 165 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 10 8 231 21 215 697 396 3 30 165 190 Added Vol: 1 0 0 0 0 0 0 0 0 0 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 10 8 231 21 215 697 396 3 30 167 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 8 11 9 264 24 245 796 452 3 34 191 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 11 9 264 24 245 796 452 3 34 191 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 11 9 264 24 245 796 452 3 34 191 217 -•-------------------------- --------------- --------------- ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.28 0.40 0.32 1.83 0.17 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 448 640 512 2933 267 2880 2880 3200 1600 1600 3200 1600 ------------1---------------{---------------11---------------11--------------- I Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.09 0.09 0.09 0.28 0.14 0.00 0.02 0.06 0.14 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-13 MITIG8 - E + P P4 AM Thu Oct 22, 2009 14:29:57 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.508 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- - III---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- Volume -------------Volume Module: Base Vol: 272 631 66 225 469 74 105 500 144 77 689 197 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 272 631 66 225 469 74 105 500 144 77 689 197 Added Vol: 0 24 5 0 41 0 0 0 0 9 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 272 655 71 225 510 74 105 500 144 86 689 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 320 771 84 265 600 87 124 588 169 101 811 232 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 320 771 84 265 600 87 124 588 169 101 811 232 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 320 771 84 265 600 87 124 588 169 101 811 232 Ov1AdjVol: 0 ------------ I ---------------- --------------- --------------- Saturation -------------Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ --------- --------------- ------------------------------ Capacity -------------Capacity Analysis Module: Vol/Sat: 0.11 0.16 0.05 0.09 0.13 0.05 0.04 0.12 0.11 0.04 0.17 0.14 OvlAdjV/S: 0.00 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-14 E + P P4 AM Wed Sep 16, 2009 13:51:47 Page 14-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions AM PEAK HOUR ------•-------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.770 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------11------ ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------ --------- --------------- ---------------��--------_- _-_� Volume Module: Base Vol: 403 651 78 192 491 57 35 294 196 80 819 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 403 651 78 192 491 57 35 294 196 80 819 284 Added Vol: 0 10 0 0 16 34 20 0 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 403 661 78 192 507 91 55 294 196 80 820 '284 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 458 751 89 218 576 103 63 334 223 91 932 323 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 458 751 89 218 576 103 63 334 223 91 932 323 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 458 751 89 218 576 103 63 334 223 91 932 323 ------------ --- --------------- --•------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.49 0.51 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2377 823 ------------ I--------------- ---------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.06 0.08 0.12 0.06 0.04 0.10 0.14 0.06 0.39 0.39 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-15 E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.394 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------_----- I --------------- --------------- ------------ ll---------------� Volume Module: Base Vol: 31 331 1 4 397 37 74 0 60 2 0 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 331 1 4 397 37 74 0 60 2 0 5 Added Vol: 9 67 0 0 70 72 72 0 8 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 398 1 4 467 109 146 0 68 2 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 44 443 1 4 519 121 162 0 76 2 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 443 1 4 519 121 162 0 76 2 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 443 1 4 519 121 162 0 76 2 0 6 ------------ I -------------- --------------- --------------- 11---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.62 0.38 1.00 0.00 1.00 0.29 0.00 0.71 Final Sat.: 1600 3192 8 1600 2594 606 1600 0 1600 457 0 1143 ------------- I --------------- --------------- --------------- --------------- Capacity ------- -Capacity Analysis Module: Vol/Sat: 0.03 0.14 0.14 0.00 0.20 0.20 0.10 0.00 0.05 0.00 0.00 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-16 E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 2.2 Worst Case Level Of Service: C[ 17.2] Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------------- --------------- -------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------- ---------------- -------------------------------- --------------- Volume Module: Base Vol: 6 347 0 0 437 14 3 0 3 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 347 0 0 437 14 3 0 3 0 0 0 Added Vol: 40 9 0 0 8 70 67 0 38 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 356 0 0 445 84 70 0 41 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.00 PHF Volume: 53 412 0 0 514 97 81 0 47 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 53 412 0 0 514 97 81 0 47 0 0 0 ------------ ---------------1I- ------ --------------- _--------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 612 xxxx xxxxx xxxx xxxx xxxxx 827 xxxx 257 xxxx xxxx xxxxx Potent Cap.: 977 xxxx xxxxx xxxx xxxx xxxxx 314 xxxx 748 xxxx xxxx xxxxx Move Cap.: 977 xxxx xxxxx xxxx xxxx xxxxx 301 xxxx 748 xxxx xxxx xxxxx Volume/Cap: 0.05 xxxx xxxx xxxx xxxx xxxx 0.27 xxxx 0.06 xxxx xxxx xxxx ------------ I ---------------- --------------- --------------- 11-__------------� Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 1.1 xxxx 0.2 xxxx xxxx xxxxx Control Del: 8.9 xxxx xxxxx xxxxx xxxx xxxxx 21.3 xxxx 10.1 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 17.2 xxxxxx ApproachLOS: * * C Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-17 E + P P4 PM Wed Sep 16, 2009 14:36:28 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions with Improvements PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.305 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 19 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ 1--------------- II--------------- --------------- --------� Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- _--•---------- 11--------------- Volume --------Volume Module: Base Vol: 6 347 0 0 437 14 3 0 3 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 347 0 0 437 14 3 0 3 0 0 0 Added Vol: 40 9 0 0 8 70 67 0 38 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 356 0 0 445 84 70 0 41 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.00 PHF Volume: 53 412 0 0 514 97 81 0 47 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 53 412 0 0 514 97 81 0 47 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 53 412 0 0 514 97 81 0 47 0 0 0 ----------_- I --------------- --------------- --------------- --------------- Saturation ___-------- --Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 1600 0 1600 0 0 0 ------------ I ----------------- --------------- _--------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.13 0.00 0.00 0.16 0.06 0.05 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-18 E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.373 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------11--------------- --------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 27 337 61 1 388 24 37 29 20 163 14 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 337 61 1 388 24 37 29 20 163 14 24 Added Vol: 0 22 0 26 21 0 0 0 0 0 0 27 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 359 61 27 409 24 37 29 20 163 14 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1;00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 30 405 69 30 462 27 42 33 23 184 16 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 405 69 30 462 27 42 33 23 184 16 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 405 69 30 462 27 42 33 23 184 16 58 -------------------------------- ----------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.59 0.41 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 947 653 1600 1600 1600 --------------- --------------- -----•---------� Capacity Analysis Module: Vol/Sat: 0.02 0.13 0.04 0.02 0.14 0.02 0.03 0.03 0.03 0.11 0.01 0.04 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 115Y] E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.382 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- -------------- ---------------II--------------- Control: ---- ---Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0 --_--------- ]--------------- --------------- ___ _ - II ---------------I Volume Module: Base Vol: 2 278 88 104 396 5 2 2 1 229 4 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Initial Bse: 2 278 88 104 396 5 2 2 1 229 4 82 Added Vol: 0 12 0 10 11 0 0 0 0 0 0 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 290 88 114 407 5 2 2 1 229 4 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 2 338 103 133 475 6 2 2 1 267 5 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 338 103 133 475 6 2 2 1 267 5 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 338 103 133 475 6 2 2 1 267 5 107 ------------ --------------- ---------------II---------------]I--------------- Saturation -------------Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.98 0.02 0.40 0.40 0.20 1.00 0.43 0.57 Final Sat.: 1600 3200 1600 1600 3161 39 640 640 320 1600 694 906 ------------ I ------------ --------------- --------------- II-----------=---] Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.06 0.08 0.15 0.15 0.00 0.00 0.00 0.17 0.01 0.12 Crit Moves; **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-20 E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.801 Loss Time (sec): 6 Average Delay (sec/veh): 20.0 Optimal Cycle: 0 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------- --------------- 11---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green; 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 272 76 37 372 49 58 94 9 312 123 43 Added Vol: 0 1 0 2 0 0 0 0 0 0 0 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 273 76 39 372 49 58 94 9 312 123 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 20 306 85 44 417 55 65 105 10 350 138 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 306 85 44 417 55 65 105 10 350 138 52 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 306 85 44 417 55 65 105 10 350 138 52 ------------ --------------- H ---------------- 1 1---------------1 1--------------- I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.36 0.58 0.06 1.00 1.00 1.00 Final Sat.: 378 806 434 392 840 451 148 240 23 437 458 499 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.38 0.20 0.11 0.50 0.12 0.44 0.44 0.44 0.80 0.30 0.10 Crit Moves: **** **** **** **** Delay/Veh: 12.2 16.1 12.3 12.6 18.5 11.3 17.2 17.2 17.2 35.2 13.5 10.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.2 16.1 12.3 12.6 18.5 11.3 17.2 17.2 17.2 35.2 13.5 10.4 LOS by Move: B C B B C B C C C E B B ApproachDel: 15.1 17.2 17.2 27.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 15.1 17.2 17.2 27.2 LOS by Appr: C C C D Al1WayAvgQ: 0.1 0.5 0.2 0.1 0.9 0.1 0.7 0,7 0.7 3.0 0.4 0.1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-21 E + P P4 PM Wed Sep 16, 2009 14:36:28 Page 4-1 --------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions with Improvements PM PEAK HOUR ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.494 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 25 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ----------------------------------------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 --------------------------- --------------- --••----------=- ------ Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 272 76 37 372 49 58 94 9 312 123 43 Added Vol: 0 1 0 2 0 0 0 0 0 0 0 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 273 76 39 372 49 58 94 9 312 123 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1100 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 20 306 85 44 417 55 65 105 10 350 138 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 306 85 44 417 55 65 105 10 350 138 52 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 306 85 44 417 55 65 105 10 350 138 52 ----_------- I -------------- --------------- --------------- --------------- Saturation --- -Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.91 0.09 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1460 140 1600 1600 1600 --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.05 0.03 0.13 0.03 0.04 0.07 0.07 0.22 0.09 0.03 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) wwwwww**wwwwwwwwww*wwwwwwwww**wwwwwwwwww*wwwwww*ww***wwwwwwwwwwwwwwwwww*www*wwww Intersection #6 Washington Street (NS) / SR -111 (EW) wwwwwwwwwwwwwwwwwwwww*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Cycle (sec): 100 Critical Vol./Cap.(X): 0.832 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: D www*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww*www*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------------ --------------- --------------- 11 --� Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ 11 --------------- --------------- --------------- ---------------1 Volume Module: Base Vol: 364 703 116 497 934 84 209 1089 493 155 735 402 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 364 703 116 497 934 84 209 1089 493 155 735 402 Added Vol: 21 95 0 0 96 0 0 0 22 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 385 798 116 497 1030 84 209 1089 515 155 735 402 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 405 840 0 523 1084 88 220 1146 542 163 774 423 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 405 840 0 523 1084 88 220 1146 542 163 774 423 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 405 840 0 523 1084 88 220 1146 542 163 774 423 ------------ ---------------II--------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.77 0.23 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4438 362 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.14 0.17 0.00 0.18 0.24 0.24 0.08 0.24 0.34 0.06 0.16 0.26 Crit Moves: **** **** **** **** wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww.wwwwwwwwwwwwwwwwwwwwwww Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-23 b-I E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) wwwwwwwwwwwwwwwwwwwwwwwww*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Intersection #7 Washington Street (NS) / Avenue 48 (EW) wwwww.wwwwwwww****wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww*wwwwwwwwwwwww*wwwwwww Cycle (see): 100 Critical Vol,/Cap.(X): 0.906 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 93 Level Of Service: E wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 ------------- . 11---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 _----------- I ------------- Il--------------- fl--------------- II-- ----I Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1-00 1.00 1.00 1.00 Initial Bse: 0 1428 309 350 1417 0 0 0 0 518 0 186 Added Vol: 0 116 33 0 118 0 0 0 0 34 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1544 342 350 1535 0 0 0 0 552 0 186 User Adj: 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 PHF Volume: 0 1625 360 368 1616 0 0 0 0 581 0 196 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1625 360 368 1616 0 0 0 0 581 0 196 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,.00 1.00 FinalVolume: 0 1625 360 368 1616 0 0 0 0 581 0 196 ------------ {--------------- 11--------------- f1--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.46 0.54 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3930 870 1600 4800 0 0 0 0 2880 0 1600 ------------ I --------------- 11--------------- II--------------- 11---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.41 0.41 0.23 0.34 0.00 0.00 0.00 0.00 0.20 0.00 0.12 Crit Moves: **** **** **** wwww.wwwwwwwwwwwww+wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-24 E + P P4 PM Sat Oct 3, 2009 22:10:08 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions with Improvements PM PEAK HOUR Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.803 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 62 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II------------------------------- Control: ----Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------I--------------- --------- -II__ ------- --------------- Volume ------------ -Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1428 309 350 1417 0 0 0 0 518 0 186 Added Vol: 0 116 33 0 118 0 0 0 0 34 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1544 342 350 1535 0 0 0 0 552 0 186 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1625 360 368 1616 0 0 0 0 581 0 196 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1625 360 368 1616 0 0 0 0 581 0 196 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1625 360 368 1616 0 0 0 0 581 0 196 ------------I---------------II--------------- --------------- ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.46 0.54 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3930 870 2880 4800 0 0 0 0 2880 0 1600 ------------ -----------_---- --------------- --------------- I II 11 II -------w__----- Capacity Analysis Module: Vol/Sat: 0.00 0.41 0.41 0.13 0.34 0.00 0.00 0.00 0.00 0.20 0.00 0.12 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-25 E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.745 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ I --------------- 11---------------- ��---- -- ------r�---------------k Volume Module: Base Vol: 16 971 13 33 1467 487 440 4 15 4 3 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Initial Bse: 16 971 13 33 1467 487 440 4 15 4 3 21 Added Vol: 0 11 0 0 11 141 138 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 16 982 13 33 1478 628 578 4 15 4 3 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 17 1038 14 35 1562 664 611 4 16 4 3 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 1038 14 35 1562 664 611 4 16 4 3 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 1038 14 35 1562 664 611 4 16 4 3 22 ------------ --------------- --------------- --------------- -----__--------k Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.11 0.89 1.99 0.01 1.00 0.14 0.11 0.75 Final Sat.: 1600 4800 1600 1600 3369 1431 3178 22 1600 229 171 1200 ------------ k,--------------- kk--------------- 31 ----- -- __-��---------------k Capacity Analysis Module: Vol/Sat: 0.01 0.22 0.01 0.02 0.46 0.46 0.19 0.19 0.01 0.02 0.02 0.02 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-26 E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 11-1 ---------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.539 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ------------------------------ -`--------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------1--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 16 704 95 151 1052 77 54 53 34 113 93 163 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 704 95 151 1052 77 54 53 34 113 93 163 Added Vol: 0 10 0 0 10 2 1 24 0 0 24 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 16 714 95 151 1062 79 55 77 34 113 117 163 User Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 17 753 100 159 1120 83 58 81 36 119 123 172 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 753 100 159 1120 83 58 81 36 119 123 172 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 753 100 159 1120 83 58 81 36 119 123 172 ------------ --------------- --------------- --------------- ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Lanes: 1.00 2.00 1.00 1.00 2.79 0,21 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4468 332 1600 1600 1600 1600 1600 1600 ------------ I--------------- ------------------------------ ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.24 0.06 0.10 0.25 0.25 0.04 0.05 0.02 0.07 0.08 0.11 Crit Moves: **** **** **** ** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 MA E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 12-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.450 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---------------- --------------- ---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min, Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ --------------- ------- ---------------� Volume Module: Base Vol: 14 34 7 328 29 384 272 228 10 23 421 215 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 34 7 328 29 384 272 228 10 23 421 215 Added Vol: 1 0 0 0 0 0 0 1 0 0 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 34 7 328 29 384 272 229 10 23 423 215 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 16 35 7 342 30 401 284 239 10 24 442 224 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 35 7 342 30 401 284 239 10 24 442 224 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 35 7 342 30 401 284 239 10 24 442 224 ------------ --------------- ---------- --------------- --------------- Saturation - --Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.27 0.61 0.12 1.84 0.16 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 429 971 200 2940 260 2880 2880 3200 1600 1600 3200 1600 ------------ I ---------------► --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.04 0.04 0.12 0.12 0.14 0.10 0.07 0.01 0.02 0.14 0.14 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-28 MITIG8 - E + P P4 PM Thu Oct 22, 2009 14:30:29 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.556 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ N --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 344 398 137 386 508 161 232 958 393 92 888 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 344 398 137 386 508 161 232 958 393 92 888 213 Added Vol: 0 40 8 0 40 0 0 0 0 9 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 344 438 145 386 548 161 232 958 393 101 888 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 347 442 146 390 554 163 234 968 397 102 897 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 347 442 146 390 554 163 234 968 397 102 897 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 347 442 146 390 554 163 234 968 397 102 897 215 Ov1AdjVol: 204 ----------- --------------- --------------- --------------- --------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- {--------------- II---------------� Capacity Analysis Module: Vol/Sat: 0.12 0.09 0.09 0.14 0.12 0.10 0.08 0.20 0.25 0.04 0.19 0.13 OvlAdjV/S: 0.13 Crit Moves: **** **** **** **** Ak h A*** k k * * k * # k A- } k * k k * * * * k* * * k * * k * * * * * k * k f « ....... .. _ . . ... . . _ r x r *,Y * ,t ; # * Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE IM -01 E + P P4 PM Wed Sep 16, 2009 13:53:44 Page 14-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Project Conditions PM PEAK HOUR Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.723 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 84 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ f-------------- II- --II-----II--------------- Control: ---- ---Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------I--------------- ---------------II----------------II------I Volume Module: Base Vol: 182 867 25 363 644 97 46 651 437 74 584 147 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 182 867 25 363 644 97 46 651 437 74 584 147 Added Vol: 0 16 0 0 16 33 33 0 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 182 883 25 363 660 130 79 651 437 74 585 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 192 929 26 382 695 137 83 685 460 78 616 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 192 929 26 382 695 137 83 685 460 78 616 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 192 929 26 382 695 137 83 685 460 78 616 155 ------------ I--------------- II--------------- II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.60 0.40 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2557 643 ------------I---------------I---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.19 0.02 0.13 0.14 0.09 0.05 0.21 0.29 0.05 0.24 0.24 Crit Moves: **** **** **** * ** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J-30 APPENDIX K CALCULATION OF INTERSECTION LEVEL OF SERVICE FOR EXISTING PLUS AMBIENT PLUS CUMULATIVE (2021) CONDITIONS The La Quinta Resort Expansion Project Trac Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis UB AN City of La Quinta, CA (JN: 06369-11 Report) CROSSROADS E + A + C P4 AM Wed Sep 9, 2009 20:35:12 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.220 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ------------------------ ---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 55 440 2 0 156 95 28 0 29 0 0 5 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 62 497 2 0 176 107 32 0 33 0 0 6 Added Vol: 0 2 0 0 5 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 62 499 2 0 181 107 32 0 33 0 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 65 525 2 0 191 113 33 0 34 0 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 525 2 0 191 113 33 0 34 0 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 525 2 0 191 113 33 0 34 0 0 6 ------------ --------------- --------------- --------------- ---------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.26 0.74 1.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1600 3186 14 1600 2010 1190 1600 0 1600 0 0 1600 --------------------------- --------------- --------------- --------------- 1 Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.00 0.09 0.09 0.02 0.00 0.02 0.00 0.00 0.00 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-1 E + A + C P4 AM Wed Sep 9, 2009 20:35:12 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 0.3 Worst Case Level Of Service: A[ 9.6] Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- Volume ---------- ---Volume Module: Base Vol: 11 495 0 0 172 9 3 0 13 0 0 0 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 12 559 0 0 194 10 3 0 15 0 0 0 Added Vol: 0 2 0 0 5 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 561 0 0 199 10 3 0 15 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.00 PHF Volume: 13 607 0 0 216 11 4 0 16 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 13 607 0 0 216 11 4 0 16 0 0 0 ------------ ---------------1I------------- ---------------- ---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ---------------------------{I----------------II---------------II---------------I Capacity Module: Cnflict Vol: 227 xxxx xxxxx xxxx xxxx xxxxx 546 xxxx 108 xxxx xxxx xxxxx Potent Cap.: 1354 xxxx xxxxx xxxx xxxx xxxxx 473 xxxx 932 xxxx xxxx xxxxx Move Cap.: 1354 xxxx xxxxx xxxx xxxx xxxxx 469 xxxx 932 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.02 xxxx xxxx xxxx ------------ I --------------- --------------- --------------- ---------------� Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.1 xxxx xxxx xxxxx Control Del: 7.7 xxxx xxxxx xxxxx xxxx xxxxx 12.7 xxxx 8.9 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 9.6 xxxxxx ApproachLOS: * * A Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-2 E + A + C P4 AM Wed Sep 9, 2009 20:35:12 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.334 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -I --------------- ----------------II---------------------- Control: ----Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- --------------- --------------- ---------------) Volume Module: Base Vol: 20 466 152 27 146 13 7 15 9 80 17 39 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 23 527 172 31 165 15 8 17 10 90 19 44 Added Vol: 0 2 2 2 3 0 0 0 0 6 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 529 174 33 168 15 8 17 10 96 19 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 24 551 181 34 175 15 8 18 11 100 20 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 551 181 34 175 15 8 18 11 100 20 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 551 181 34 175 15 8 18 11 100 20 46 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.62 0.38 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1000 600 1600 1600 1600 ------------ I ---------------- - --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.17 0.11 0.02 0.05 0.01 0.01 0.02 0.02 0.06 0.01 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-3 E + A + C P4 AM Wed Sep 9, 2009 20:35:12 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -_-._--------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.485 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- i1--------------- II --------------- II-----------__--� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 582 77 34 151 0 0 0 0 149 0 76 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1,.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 0 658 87 38 171 0 0 0 0 168 0 86 Added Vol: 0 0 19 13 0 0 0 0 0 7 0 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 658 106 51 171 0 0 0 0 175 0 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 0 805 130 63 209 0 0 0 0 215 0 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 805 130 63 209 0 0 0 0 215 0 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 805 130 63 209 0 0 0 0 215 0 111 ---------------------------II---------=-----Li---------------II---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 0 0 1600 0 1600 0 1600 ------------I------------- 11---------------II----II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.08 0.04 0.07 0.00 0.00 0.00 0.00 0.13 0.00 0.07 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �►QI E + A + C P4 AM Wed Sep 9, 2009 20:35:12 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.614 Loss Time (sec): 6 Average Delay (sec/veh); 14.5 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------- --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ f--------------- .l--------------- --------------- ---------------� Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 1 389 128 37 145 26 64 164 3 105 37 36 Added Vol: 0 0 0 0 0 0 0 49 0 0 33 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 389 128 37 145 26 64 213 3 105 70 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 424 139 41 158 28 70 232 4 115 77 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 424 139 41 158 28 70 232 4 115 77 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 424 139 41 158 28 70 232 4 115 77 39 ------------ --------------- -------------- --------------- ---------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.23 0.76 0.01 1.00 1.00 1.00 Final Sat.: 459 989 546 410 870 474 I14 378 6 441 468 514 ------ ----I --------------- --------- _----�C---------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.26 0.10 0.18 0.06 0.61 0.61 0.61 0.26 0.16 0.08 Crit Moves **** **** **** **** Delay/Veh: 10.3 14.7 11.1 11.8 12.0 10.2 19.9 19.9 19.9 12.9 11.3 9.7 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 10.3 14.7 11.1 11.8 12.0 10.2 19.9 19.9 19.9 12.9 11.3 9.7 LOS by Move: B B B B B B C C C B B A ApproachDel: 13.8 11.7 19.9 11.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 13.8 11.7 19.9 11.8 LOS by Appr: B B C B AllWayAvgQ: 0.0 0.7 0.3 0.1 0.2 0.1 1.4 1.4 1.4 0.3 0.2 0.1 *k**k*'k'k*'*****'k****k*'*********Vr.***k**********'**********'k****.************Yf****** Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-5 E + A + C P4 AM Tue Sep 15, 2009 18:05:30 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.437 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 23 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- II--------------- 1I---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min, Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ---------------------------- --------------- --------------- II---------------� Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 1 389 128 37 145 26 64 164 3 105 37 36 Added Vol: 0 0 0 0 0 0 0 49 0 0 33 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 389 128 37 145 26 64 213 3 105 70 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 424 139 41 158 28 70 232 4 115 77 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 424 139 41 158 28 70 232 4 115 77 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 424 139 41 158 28 70 232 4 115 77 39 ------------- -----•---------- ------------------------ --------------- Saturation ------- -Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.98 0.02 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1575 25 1600 1600 1600 ------------ I -------------- III --------------- 11--- ------ ----------------i Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.09 0.03 0.05 0.02 0.04 0.15 0.15 0.07 0.05 0.02 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-6 E + A + C P4 AM Wed Sep 9, 2009 20:35:12 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.956 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 139 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---•----------)--------------- I -------------- I --------------- I --------------- Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 -------•----- --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 771 1064 73 277 633 80 60 455 206 71 763 238 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 871 1202 82 313 715 90 68 514 233 80 862 269 Added Vol: 70 269 46 171 151 19 5 316 46 15 216 104 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 941 1471 128 484 866 109 73 830 279 95 1078 373 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 1046 1635 0 538 963 122 81 922 310 106 1198 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1046 1635 0 538 963 122 81 922 310 106 1198 414 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1046 1635 0 538 963 122 81 922 310 106 1198 414 ------------ ---------------• --------------- --------------- ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.66 0.34 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4262 538 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- -------------_-I Capacity Analysis Module: Vol/Sat: 0.36 0.34 0.00 0.19 0.23 0.23 0.03 0.19 0.19 0.04 0.25 0.26 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE :tel E-+`A-+-C--P4 AM Wed Sep 9, 2009 20:35:12 ------------------------------------_______ ___ Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN -06369)------------------ Existing + Ambient + Cumulative Conditions AM Peak Hour _____________- ----------------------- ---- _ _ Level Of Service Computation Report - - - ICU 1(Loss as Cycle Length o) Method (Future *Volume *Alternative) �***,r Intersection #7 Washington Street Cycle (sec): 100 Critical Vol Loss Time (sec): ./Cap.(X): 1.131 6 Average Dela Optimal Cycle: 180 Y (sec/veh): xxxxxx e*eOService: F Approach: North Bound South Bound Movement: L _ T _ East Bound West Bound _ R I, _ -- ___ d --------------- I I�---_---T---_-R-L Control Protected --------------- tected II_----------- --1 Rights: oSplit Phase II Include Include Split Phase Min. Green: 0 20 20 Include Include 10 20 20 Y+R: 0 D D 26 0 26 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes:0 2 1 0 1 0 -_--'- 0 3 0 0 Volume Module: II 1I...____-__..___ Base Vol: 0 1589 421 Growth Adj: 1.13 1.13 64 711 0 0 0 44 0 09 1.13 1.13 1.13 1.13 1.13 1.13 1.130 1.313 1.13 1.413 Initial Bse: 0 1796 476 72 803 0 0 0 0 389 0 462 Added Vol: 0 252 135 75 150 0 0 PasserByVol: 0 0 0 0 0 100 0 115 D Initial Fut: 0 0 0 0 0 0 2048 611 147 953 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0 0 489 0 577 PHF Adj: 0.94 0.94 0.94 0 1.00 1.00 1.00 1.00 1,00 1.00 1.00 PHF Volume: '94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0 2178 650 157 1014 0 Reduct Vol: 0 0 0 0 0 0 520 0 614 0 Reduced Vol: 0 D 0 0 0 0 2178 650 157 1014 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.500 1.00 1.600 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 FinalVolume: 0 2178 .00 0'S0 1.00 1.00 1.00 1.00 ---------- __!---------------1+,- _ 157 ` 10_-_-__ __14 0 0 0 0 520 0 614 Saturation Flow Module: - -II -- ---- --------------I Sat/Lane: 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 0.90 100 . Lanes: 0.00 2.31 0.69 1.00 3.00 0.00 1.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3697 1103 1600 4800 t__`-----_`0 0 0 2880 0 1600 Capacity Analysis Module: II -----`----II---------------I .. Vol/Sat: 0.00 0.59 059 010 0,21 Crit Moves:** 0.00 0.00 0.00 0.00 0.18 0.00 0.38 Y* Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-8 Wed Sep 9, 2009 20:35:12 Page 9-1 --------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------- -Y------- --~Level-Of Service Computation Report ICU 1(Loss as Cycle Length ) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) 0*813**** 100 Critical Vol./Cap.(X): Cycle (sec): xxxxxx Loss Time (sec): 6 Average Delay (sec/veh) D Level Of Service: Optimal Cycle: 91 East Bound West Bound Approach: North Bound South Bound L T - R L - T _ R Movement: L - T - R L - T _ ------ ------------ I--- Prot___.. ----II_- Protected - Split Phase Split Phase Control: Protected Include Include Rights: Include Include 29 29 29 29 Min. Green: 10 17 17 10 17 17 . 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 01 400 0 4i0 4.0 4.0 4. Lanes: 1 0 3 0 11 0 2 1 0 Il______________��1- torr---root-1 ----_-------I---------------II---------- Volume Module -10 2 0 24 Base Vol: 3 1598 5 13 876 272 590 3 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.11 1.13 1.130 1.27 6 15 990 307 667 4 0 0 Initial Bse: 3 1806 234 15 25 0 2 Added Vol: 2 363 2 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 27 Initial Fut: 5 2169 8 15 1224 322 692 3 13 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.94 0.97 0.90 0 29 PHF Volume: 6 2337 8 16 1319 347 745 4 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 7 p 29 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 6 2337 8 16 1319 . 745 4 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.00 1.000 1.00 4 ��- roto__ FinalVolume: 6 2337 8 16 1319 347 745 ---_--_--------------- -_� ------------ --------------- ---�! Saturation Flow Module.: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 160.0 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.001.00 3.00 1.00 1.00 2.307 0.603 1.99 0.01 1.00 0.18 0.001 0.80 Lanes: 0 1300 Final Sat.: 1600 4800 1600 1600 3799 1001 3184 16 1600 ,-300- - _ __--- II ---------- - ---- Capacity Analysis Module: Vol/Sat: 0.00 0.49 0.01 0.01 0.35 0.35 0.23 0*** 0.01 0*0* 0.00 0.02 **49 **** Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling ASSOC. Licensed to URBAN CROSSROADS, IRVINE K-9 E + A + C P4 AM Wed Sep 9, 2009 20:35:12 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour _w Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.984 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------- --------------- --------------- -----� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ I --------------- --------------- ------ ---------------� Volume Module: Base Vol: 15 1012 68 151 636 45 92 121 23 140 83 340 Growth Adj: 1.13 1.13 1.13 1,13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 17 1144 77 171 719 51 104 137 26 158 94 384 Added Vol: 0 280 2 17 178 3 4 3 0 10 3 8 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 1424 79 188 897 54 108 140 26 168 97 392 User Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0,95 0.95 0,95 0.95 0.95 0.95 0,95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 18 1503 83 198 947 57 114 148 27 178 102 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 1503 83 198 947 57 114 148 27 178 102 414 PCE Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 1503 83 198 947 57 114 148 27 178 102 414 ------------- I ------ --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.83 0.17 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4528 272 1600 1600 1600 1600 1600 1600 ------------ I --------------- 11--------------- --------------- 11----------------� Capacity Analysis Module: Vol/Sat: 0,01 0.47 0.05 0.12 0.21 0.21 0.07 0.09 0.02 0.11 0.06 0.26 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-10 E + A + C P4 AM Wed Sep 9, 2009 20:35:12 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour ------------------------------------------------------------------------------ Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.768 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- II--------------- II--------------- II --------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------- --------------- --------------- ----- --------------- Volume ----Volume Module: Base Vol: 6 10 8 231 21 215 697 396 3 30 165 190 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 7 11 9 261 24 243 788 447 3 34 186 215 Added Vol: 6 42 8 29 15 21 29 24 2 3 21 77 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 13 53 17 290 39 264 817 471 5 37 207 292 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 15 61 19 331 44 301 932 538 6 42 237 333 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 61 19 331 44 301 932 538 6 42 237 333 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 61 19 331 44 301 932 538 6 42 237 333 --------- I--------------- ------------------------------ ll---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.15 0.64 0.21 1.76 0.24 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 246 1026 328 2823 377 2880 2880 3200 1600 1600 3200 1600 ------------ I --------------- ---------------II---- ---------- ---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.06 0.12 0.12 0.10 0.32 0.17 0.00 0.03 0.07 0.21 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-11 MITIG8 - E + A + C P4 AM Thu Oct 22, 2009 14:31:10 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.812 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: D #**♦****##*#**#***#**#***#**#tip#####*###*##t*#*##*###*#***##*#**#*##*:*##**##*#### Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- -•-------------- ---------------� Volume Module: Base Vol: 272 631 66 225 469 74 105 500 144 77 689 197 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 307 713 75 254 530 84 119 565 163 87 779 223 Added Vol: 88 138 211 223 192 41 38 418 101 177 327 145 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 395 851 286 477 722 125 157 983 264 264 1106 368 User Adj: 1.00 1.00 1.00 1.00 1.00 1.0.0 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 465 1001 336 561 849 147 184 1156 310 311 1301 432 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 465 1001 336 561 849 147 184 1156 310 311 1301 432 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 465 1001 336 561 849 147 184 1156 310 311 1301 432 OvlAdjVol: 52 ------------ ----- --------------- --------------- --------------- Saturation --_------------Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.16 0.21 0.21 0.19 0.18 0.09 0.06 0.24 0.19 0.11 0.27 0.27 OvlAdjV/S: 0.03 Crit Moves: **** **** **** **** r,t#w*k,N#M4#*#**4**#*YR*,M*ik k st 4kR**t 4k#ifk Rfk'kk*'k RfY 4*ikYk#k*k k#ak+k,k i4i .k evM +rk##1*'ir alY'f +Y*! Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-12 E + A + C P4 AM Wed Sep 9, 2009 20:35:12 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.021 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ { --------------- ---------------��-_-----_--__-��----------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 -------------I---------------1L--------------- --------------- ---------------� Volume Module: Base Vol: 403 651 78 192 491 57 35 294 196 80 819 284 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 455 736 88 217 555 64 40 332 221 90 925 321 Added Vol: 29 369 0 14 418 35 48 55 21 0 81 17 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 484 1105 88 231 973 99 88 387 242 90 1006 338 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 550 1255 100 262 1105 113 99 440 276 103 1144 384 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 550 1255 100 262 1105 113 99 440 276 103 1144 384 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 550 1255 100 262 1105 113 99 440 276 103 1144 384 ------------ --------------- --------- --------------- --------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.50 0.50 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2396 804 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.19 0.26 0.06 0.09 0.23 0.07 0.06 0.14 0.17 0.06 0.48 0.48 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-13 E + A + C P4 PM Wed Sep 9, 2009 20:35:59 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.322 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------I---------------I-------- Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ----------- --------------- --------------- --------------- --------------- Volume ---- ----Volume Module: Base Vol: 31 331 1 4 397 37 74 0 60 2 0 5 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 35 374 1 5 449 42 84 0 68 2 0 6 Added Vol: 0 15 0 0 9 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 35 389 1 5 458 42 84 0 68 2 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 39 433 1 5 509 47 93 0 75 3 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 433 1 5 509 47 93 0 75 3 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 39 433 1 5 509 47 93 0 75 3 0 6 ------------ -------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.83 0.17 1.00 0.00 1.00 0.29 0.00 0.71 Final Sat.: 1600 3191 9 1600 2932 268 1600 0 1600 457 0 1143 ------------ I --------------- --------------- ---------------- Capacity Analysis Module: Vol/Sat: 0.02 0.14 0.14 0.00 0.17 0.17 0.06 0.00 0.05 0.00 0.00 0.01 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-14 E + A + C P4 PM Wed Sep 9, 2009 20:35:59 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ******************************************************************************** Average Delay (sec/veh): 0.2 Worst Case Level Of Service: B[ 13.4] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ----------------II---------------{ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------I------------ II ---------------II- -------------- ----- Volume Module: Base Vol: 6 347 0 0 437 14 3 0 3 0 0 0 Growth Adj: 1.13 1.13 1.13 1,13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 7 392 0 0 494 16 3 0 3 0 0 0 Added Vol: 0 15 0 0 9 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 407 0 0 503 16 3 0 3 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0,87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.00 PHF Volume: 8 471 0 0 581 18 4 0 4 0 0 0 Reduct Vols 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 8 471 0 0 581 18 4 0 4 0 0 0 ------------I---- --------------- ---------------II---------------I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ -----------11------------11---------------II---------------I Capacity Module: Cnflict Vol: 600 xxxx xxxxx xxxx xxxx xxxxx 832 xxxx 291 xxxx xxxx xxxxx Potent Cap.: 987 xxxx xxxxx xxxx xxxx xxxxx 311 xxxx 712 xxxx xxxx xxxxx Move Cap.: 987 xxxx xxxxx xxxx xxxx xxxxx 310 xxxx 712 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.01 xxxx xxxx xxxx ------------ I --------------- 11--------------- 11--------------- ----------------1 Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.0 xxxx xxxx xxxxx Control Del: 8.7 xxxx xxxxx xxxxx xxxx xxxxx 16.8 xxxx 10.1 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 13.4 xxxxxx ApproachLOS: * * B ******************************************************************************** Note: Queue reported is the number of cars per lane. kiF#*:k*iek 4:k.kk*iek�.'kk*�jrkkkk*kkiek kieR kie*k*.'+F kirk4*'Jrk*is kir kkkk*ifk kif*kWie*k.k+`Wk:F ■iR �F kk rF*!♦4* Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-15 E + A + C P4 PM Wed Sep 9, 2009 20:35:59 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length e) Method (Future Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.414 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East 'Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I ---- --------------- --------------- ---------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 ' 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ 1--------------- ---- --------------- _---_----------� Volume Module: Base Vol: 27 337 61 1 388 24 37 29 20 163 14 24 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 31 381 69 1 438 27 42 33 23 184 16 27 Added Vol: 0 11 15 1 8 0 0 0 0 9 0 4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 31 392 84 2 446 27 42 33 23 193 16 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 34 442 95 2 504 31 47 37 26 218 18 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 442 95 2 504 31 47 37 26 218 18 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 442 95 2 504 31 47 37 26 218 18 35 ------------I--------------- --------------- II--------------- II ----------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.59 0.41 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 947 653 1600 1600 1600 ------------ I --------------- ------------------------------- ----------------I Capacity Analysis Module: Vol/Sat: 0.02 0.14 0.06 0.00 0.16 0.02 0.03 0.04 0.04 0.14 0.01 0.02 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-16 E + A + C P4 PM Wed Sep 9, 2009 20:35:59 Page 5-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.437 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 2 278 88 104 396 5 2 2 1 229 4 82 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 2 314 99 118 447 6 2 2 1 259 5 93 Added Vol: 0 0 14 25 0 0 0 0 0 24 0 38 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 314 113 143 447 6 2 2 1 283 5 131 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 3 367 132 166 522 7 3 3 1 330 5 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 367 132 166 522 7 3 3 1 330 5 152 PCE Adj: 1.00 1.00 1.00' 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 367 132 166 522 7 3 3 1 330 5 152 --------------------------- --------------- ---------------- -------------_--.I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.98 0.02 0.40 0.40 0.20 1.00 0.37 0.63 Final Sat.: 1600 3200 1600 1600 3160 40 640 640 320 1600 600 1000 --------- I--------------- --------------- -------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.08 0.10 0.17 0.17 0.00 0.00 0.00 0.21 0.01 0.15 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-17 E + A + C P4 PM Wed Sep 9, 2009 20:35:59 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.019 Loss Time (sec): 6 Average Delay (sec/veh): 38.3 Optimal Cycle: 0 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- 11 � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green; 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 20 307 86 42 420 55 66 106 10 353 139 49 Added Vol: 0 0 0 0 0 0 0 106 0 0 116 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 307 86 42 420 55 66 212 10 353 255 49 } User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 23 345 96 47 471 62 73 238 11 395 286 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 345 96 47 471 62 73 238 11 395 286 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 345 96 47 471 62 73 238 11 395 286 54 ------------ --------------- --------------- -------------------------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.23 0.74 0.03 1.00 1.00 1.00 Final Sat.: 320 678 360 333 708 375 89 288 14 388 406 432 ------------ I ----------------) --------------- � --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.51 0.27 0.14 0.67 0.17 0.83 0.83 0.83 1.02 0.70 0.13 Crit Moves: **** **** **** **** Delay/Veh: 14.4 22.9 15.7 14.9 30.0 13.8 42.6 42.6 42.6 81.7 29.4 11.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.4 22.9 15.7 14.9 30.0 13.8 42.6 42.6 42.6 81.7 29.4 11.9 LOS by Move: B C C B D B E E E F D B ApproachDel: 21.0 27.1 42.6 56.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 21.0 27.1 42.6 56.2 LOS by Appr: C D E F AllWayAvgQ: 0.1 0.9 0.3 0.2 1.7 0.2 3.3 3.3 3.3 7.5 2.0 0.1 w+�rw+�+rw.�srtsrw�r.�w*rr*ew#rw+w**.ww*t�,r*xrr�+tr,r*wxv.,rwk,rrtrwew,v,riw+vsrvrrx* �s�r#araa*rr�r Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-18 E + A + C P4 PM Tue Sep 15, 2009 18:12:17 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions with Improvements PM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.624 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- I --------------- --------------- 11 --------------- __-------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I ------- ---------------- --------------- ------- Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 20 307 86 42 420 55 66 106 10 353 139 49 Added Vol: 0 0 0 0 0 0 0 106 0 0 116 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 307 86 42 420 55 66 212 10 353 255 49 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 23 345 96 47 471 62 73 238 11 395 286 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 345 96 47 471 62 73 238 11 395 286 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 345 96 47 471 62 73 238 11 395 286 54 ------------ I ------- --------------- ---------------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.95 0.05 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1527 73 1600 1600 1600 ------------ I ------------- -------------------------------------� Capacity Analysis Module: Vol/Sat: 0.01 0.11 0.06 0.03 0.15 0.04 0.05 0.16 0.16 0.25 0.18 0.03 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-19 E + A + C P4 PM Thu Sep 17, 2009 11:42:42 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.268 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- ---------------� Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 364 703 116 497 934 84 209 1089 493 155 735 402 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 411 794 131 562 1055 95 236 1231 557 175 831 454 Added Vol: 130 276 28 341 330 11 19 652 119 50 675 352 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 541 1070 159 903 1385 106 255 1883 676 225 1506 806 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 570 1127 0 950 1458 111 269 1982 712 237 1585 849 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 570 1127 0 950 1458 111 269 1982 712 237 1585 849 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 570 1127 0 950 1458 111 269 1982 712 237 1585 849 ------------ --------------- --------------- --------------- ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.79 0.21 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4459 341 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.20 0.23 0.00 0.33 0.33 0.33 0.09 0.41 0.44 0.08 0.33 0.53 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1110111 E + A + C P4 PM Wed Sep 9, 2009 20:35:59 Page 8-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.290 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T. - R L - T - R L - T - R L - T - R ------------�---�_ ^ ��------------I------ I---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ ---------------- ----- --------------- ---------------� Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 0 1614 349 395 1601 0 0 0 0 585 0 210 Added Vol: 0 324 305 103 385 0 0 0 0 327 0 126 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1938 654 498 1986 0 0 0 0 912 0 336 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2040 689 525 2091 0 0 0 0 960 0 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2040 689 525 2091 0 0 0 0 960 0 354 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2040 689 525 2091 0 0 0 0 960 0 354 ------------ I--------------- ------------------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.24 0.76 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3588 1212 1600 4800 0 0 0 0 2880 0 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.57 0.57 0.33 0.44 0.00 0.00 0.00 0.00 0.33 0.00 0.22 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-21 E + A + C P4 PM Wed Sep 9, 2009 20:35:59 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour ------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length a) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.926 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 107 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- II --------------- 11---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ ---------------------------- --------------- ---------------� Volume Module: Base Vol: 16 971 13 33 1467 487 440 4 15 4 3 21 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 18 1097 15 37 1658 550 497 5 17 5 3 24 Added Vol: 3 578 11 0 6.52 59 52 0 4 8 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 1675 26 37 2310 609 549 5 21 13 3 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 22 1771 27 39 2442 644 581 5 22 13 4 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 1771 27 39 2442 644 581 5 22 13 4 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 1771 27 39 2442 644 581 5 22 13 4 25 ------------ a ----- -_ - --------------- --------------- ----------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.37 0.63 1.98 0.02 1.00 0.32 0.08 0.60 Final Sat.: 1600 4800 1600 1600 3798 1002 3174 26 1600 505 137 958 - ---------- ---------------11- ------- ---------------11--------------- Capacity --------- ----Capacity Analysis Module: Vol/Sat: 0.01 0.37 0.02 0.02 0.64 0.64 0.18 0.18 0.01 0.03 0.03 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-22 E + A + C P4 PM Wed Sep 9, 2009 20:35:59 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.782 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 52 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------i Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ I --------------- �� - __----- - ��--------------- ------- Volume Module: Base Vol: 16 704 95 151 1052 77 54 53 34 113 93 163 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 18 796 107 171 1189 87 61 60 38 128 105 184 Added Vol: 0 428 15 39 468 14 13 5 0 15 4 16 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 1224 122 210 1657 101 74 65 38 143 109 200 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 19 1291 129 221 1748 107 78 68 41 151 115 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 1291 129 221 1748 107 78 68 41 151 115 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 1291 129 221 1748 107 78 68 41 151 115 211 ------------1--------------- --------------- --------------- ----------_----� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.83 0.17 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4524 276 1600 1600 1600 1600 1600 1600 ------------ I --------------- --------------- --------------- rl----------_----� Capacity Analysis Module: Vol/Sat: 0.01 0.40 0.08 0.14 0.39 0.39 0.05 0.04 0.03 0.09 0.07 0.13 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-23 E + A + C P4 PM Wed Sep 9, 2009 20:35:59 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.650 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- --------------- 11 --------------- Control: ---- --Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------1--------------- --------------- ---------------11--------------- Volume Module: Base Vol: 14 34 7 328 29 384 272 228 10 23 421 215 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 16 38 8 371 33 434 307 258 11 26 476 243 Added Vol: 4 26 5 102 47 80 77 56 6 9 51 75 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 64 13 473 80 514 384 314 17 35 527 318 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 21 67 13 493 83 536 401 327 18 37 550 332 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 67 13 493 83 536 401 327 18 37 550 332 PCE Adj: 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 67 13 493 83 536 401 327 18 37 550 332 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.20 0.67 0.13 1.71 0.29 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 326 1061 213 2738 462 2880 2880 3200 1600 1600 3200 1600 ------------ I --------------- 11 --------------- II --------------- II ----------------I Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.06 0.18 0.18 0.19 0.14 0.10 0.01 0.02 0.17 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-24 MITIG8 - E + A + C P4 PM Thu Oct 22, 2009 14:32:17 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future. Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.243 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L T - R L - T'- R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- ----------------- ------- Volume Module: Base Vol: 344 398 137 386 508 161 232 958 393 92 888 213 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 389 450 155 436 574 182 262 1083 444 104 1003 241 Added Vol: 205 319 372 355 314 74 69 800 196 401 864 401 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 594 769 527 791 888 256 331 1883 640 505 1867 642 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 600 777 532 799 897 259 335 1902 647 510 1886 648 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 600 777 532 799 897 259 335 1902 647 510 1886 648 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 600 777 532 799 897 259 335 1902 647 510 1886 648 OvlAdjVol: 313 ---------------------- ---------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.21 0.16 0.33 0.28 0.19 0.16 0.12 0.40 0.40 0.18 0.39 0.41 OvlAdjV/S: 0.20 Crit Moves; **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-25 E + A + C P4 PM Thu Sep 17, 2009 11:42:42 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.049 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- Control: ---- -----Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I --------------- --------------- ---------------- --------------- Volume - -Volume Module: Base Vol: 182 867 25 363 644 97 46 651 437 74 584 147 Growth Adj: 1.13 1.13 1,13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 206 980 28 410 728 110 52 736 494 84 660 166 Added Vol: 88 784 0 31 794 83 77 143 93 0 123 33 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 294 1764 28 441 1522 193 129 879 587 84 783 199 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 309 1857 30 464 1602 203 136 925 618 88 824 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 309 1857 30 464 1602 203 136 925 618 88 824 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 309 1857 30 464 1602 203 136 925 618 88 824 210 ------------I---------------- --------------- --------- -_-------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.59 0.41 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2551 649 -------------I ------------ --------------- --------------- -------------- Capacity -------------Capacity Analysis Module: Vol/Sat: 0.11 0.39 0.02 0.16 0.33 0.13 0.08 0.29 0.39 0.06 0.32 0.32 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K-26 APPENDIX L CALCULATION OF INTERSECTION LEVEL OF SERVICE FOR EXISTING PLUS AMBIENT PLUS CUMULATIVE PLUS PROJECT BUILD OUT (2021) CONDITIONS The La Quinta Resort Expansion Project Traffic Impact Analysis OURBAN City of La Quinta, CA (JN: 06369-11 Report) CRC?SSF%0^E)1S THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) UI$ URBAN CROSSROADS E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.305 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ f --------------- --------------- ------------ 11 -------- Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 1 ------------ I--------------- --------------- --------------- -------- Volume Module: Base Vol: 55 440 2 0 156 95 28 0 29 0 0 5 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1,13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 62 497 2 0 176 107 32 0 33 0 0 6 Added Vol:. 9 42 0 0 76 74 47 0 8 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 71 539 2 0 252 181 79 0 41 0 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 75 567 2 0 265 191 83 0 43 0 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 567 2 0 265 191 83 0 43 0 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 75 567 2 0 265 191 83 0 43 0 0 6 ------------ ---------------H --------------- 11 --------------- 11 --------------- I Saturation -------------11---------------11---- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.16 0.84 1.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1600 3187 13 1600 1862 1338 1600 0 1600 0 0 1600 ------------ I --------------- 1{ --------------- 11 --------------- CI---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.18 0.18 0.00 0.14 0.14 0.05 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-1 E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 1.4 Worst Case Level Of Service: B[ 12.4] Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -- ---------- I --II--------------- ---------------II-----------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ I ---------- ----Il --------------- ---------------II Volume Module: Base Vol: 11 495 0 0 172 9 3 0 13 0 0 0 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1,13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 12 559 0 0 194 10 3 0 15 0 0 0 Added Vol: 40 11 0 0 13 71 40 0 23 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 52 570 0 0 207 81 43 0 38 0 0 0 User Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.00 PHF Volume: 57 617 0 0 224 88 47 0 41 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 57 617 0 0 224 88 47 0 41 0 0 0 ------------1--------------- --------------- ---------------II I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ 1--------------- 1I --------------- II--------------- II--------------- Capacity -----------Capacity Module: Cnflict Vol: 312 xxxx xxxxx xxxx xxxx xxxxx 646 xxxx 112 xxxx xxxx xxxxx Potent Cap.: 1260 xxxx xxxxx xxxx xxxx xxxxx 409 xxxx 926 xxxx xxxx xxxxx Move Cap.: 1260 xxxx xxxxx xxxx xxxx xxxxx 395 xxxx 926 xxxx xxxx xxxxx Volume/Cap: 0.04 xxxx xxxx xxxx xxxx xxxx 0.12 xxxx 0.04 xxxx xxxx xxxx ------------I--------------H--------------- II --------------- 1I ---___---------I Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx 0.1 xxxx xxxx xxxxx Control Del: 8.0 xxxx xxxxx xxxxx xxxx xxxxx 15.3 xxxx 9.1 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 12.4 xxxxxx ApproachLOS: * * B Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-2 E + A + C + P P4 AM Wed Sep 16, 2009 14:37:02 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.282 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 19 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -------------- -11--------------- --------------- ---------------- Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 -------------------------- ------------------------------ ----------------� Volume Module: Base Vol: 11 495 0 0 172 9 3 0 13 0 0 0 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 12 559 0 0 194 10 3 0 15 0 0 0 Added Vol: 40 11 0 0 13 71 40 0 23 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 52 570 0 0 207 81 43 0 38 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.00 PHF Volume: 57 617 0 0 224 88 47 0 41 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 617 0 0 224 88 47 0 41 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 57 617 0 0 224 88 47 0 41 0 0 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 1600 0 1600 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.19 0.00 0.00 0.07 0.05 0.03 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-3 Queues EACP (2021) AM w/ Improvements 2: Resort Access & Eisenhower Dr. NS 9/29/2009 The La Quinta Resort Specific Plan Synchro 7 - Report C:\Documents and Settings\jcachola\Desktop\06369\SYNCHRO\PH4 EACP AM with Imrpovements.syn URBAN CROSSROADS L-4 Lane Group Flow (vph) 46 41 56 613 223 87 v1c Ratio 0.22 0. C,f 6 0.'21 j J7 f C..Cr) Control Delay 25.9 10.8 1.6 2.6 1.9 0.8 Queue Delay 0.0 0.0 0.0 0,11) U,C I -),(j Total Delay 25.9 10.8 1.6 2.6 1.9 0.8 Queue Length %,Ih (ft) tis 0 12 aL 7 0 Queue Length 95th (ft) 40 23 1 2 16 6 Internal Link Dist (ft) 550 1000 630 Tum Bay Length (ft) 100 100 PeseCaaaci:;, Vph) Ir,e,0 551-1 95z 20ii1 ".+7 1344 Starvation Cap Reductn 0 0 0 0 0 0 SpiilLact CFp f 4dWn 0 10 Storage Cap Reductn 0 0 0 0 0 0 Rid LiCed C'" RRt'o 0.u7 C1-', U,.)l }.;;7 C+ ,ia The La Quinta Resort Specific Plan Synchro 7 - Report C:\Documents and Settings\jcachola\Desktop\06369\SYNCHRO\PH4 EACP AM with Imrpovements.syn URBAN CROSSROADS L-4 E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.350 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ { --------------_ ---------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ l --------------- --------------- --------------- -- Volume Module: Base Vol: 20 466 152 27 146 13 7 15 9 80 17 39 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 23 527 172 31 165 15 8 17 10 90 19 44 Added Vol: 0 23 2 17 19 0 0 0 0 6 0 27 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 550 174 48 184 15 8 17 10 96 19 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 24 572 181 49 192 15 8 18 11 100 20 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 572 181 49 192 15 8 18 11 100 20 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 572 181 49 192 15 8 18 11 100 20 74 ------------1--------------- --------------- --------------- ----------------! Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.62 0.38 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1000 600 1600 1600 1600 ------------ -1 ---------------!l--------------- --------------- !l---------------! Capacity Analysis Module: Vol/Sat: 0.01 0.18 0.11 0.03 0.06 0.01 0.01 0.02 0.02 0.06 0.01 0.05 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-5 E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.497 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------------- --------------- Control: ------ -Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 0 1 ------------ I --------------- ---------------- --------------- --------------- Volume -- ---Volume Module: Base Vol: 0 582 77 34 151 0 0 0 0 149 0 76 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 0 658 87 38 171 0 0 0 0 168 0 86 Added Vol: 0 12 19 23 6 0 0 0 0 7 0 15 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 670 106 61 177 0 0 0 0 175 0 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 0 820 130 75 216 0 0 0 0 215 0 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 820 130 75 216 0 0 0 0 215 0 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 820 130 75 216 0 0 0 0 215 0 123 ------------ --------------- --------------- -------------------------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 0 0 1600 0 1600 0 1600 _----------- I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.08 0.05 0.07 0.00 0.00 0.00 0.00 0.13 0.00 0.08 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-6 E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 6-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.615 Loss Time (sec): 6 Average Delay (sec/veh): 14.5 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ I --------------- --------------- --------------- --------------- Volume --- ----Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 1 389 128 37 145 26 64 164 3 105 37 36 Added Vol: 0 1 0 1 0 0 0 49 0 0 33 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 390 128 38 145 26 64 213 3 105 70 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 425 139 42 158 28 70 232 4 115 77 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 425 139 42 158 28 70 232 4 115 77 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 425 139 42 158 28 70 232 4 115 77 42 -------------I--------------- ---- --------------- ---------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.23 0.76 0.01 1.00 1.00 1.00 Final Sat.: 459 988 545 409 869 473 114 377 6 440 468 513 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.26 0.10 0.18 0.06 0.61 0.61 0.61 0.26 0.16 0.08 Crit Moves: **** **** **** **** Delay/Veh: 10.3 14.8 11.1 11.8 12.0 10.2 19.9 19.9 19.9 13.0 11.3 9.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 10.3 14.8 11.1 11.8 12.0 10.2 19.9 19.9 19.9 13.0 11.3 9.8 LOS by Move: B B B B B B C C C B B A ApproachDel: 13.9 11.8 19.9 11.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 13.9 11.8 19.9 11.8 LOS by Appr: B B C B Al1WayAvgQ: 0.0 0.7 0.3 0.1 0.2 0.1 1.4 1.4 1.4 0.3 0.2 0.1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-7 E + A + C + P P4 AM Wed Sep 16, 2009 14:37:02 Page 3-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) ************************#******#*************#***************#******#*****#**#** Cycle (sec): 100 Critical Vol./Cap.(X): 0.438 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 23 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------- --------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- ---------------- .------------ --------------- Volume ---- --Volume Module: Base Vol: 1 344 113 33 128 23 57 145 3 93 33 32 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 1 389 128 37 145 26 64 164 3 105 37 36 Added Vol: 0 1 0 1 0 0 0 49 0 0 33 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 390 128 38 145 26 64 213 3 105 70 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 1 425 139 42 158 28 70 232 4 115 77 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 425 139 42 158 28 70 232 4 115 77 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 425 139 42 158 28 70 232 4 115 77 42 ------------ --------------- --------------- --------------- --------------- Saturation ------ -----Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.98 0.02 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1575 25 1600 1600 1600 ------------ I --------------- --------------- ----------- .-._-11---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.09 0.03 0.05 0.02 0.04 0.15 0.15 0.07 0.05 0.03 Crit Moves **** **** **** **** *aFi[w*#M**k##k#iii ik k p'##ik###iP*•k#*tiY ri*##i##'*NR*f*a'F k i.*rF####*#*#**iF*##*###**#*#,4*##�';k Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-8 E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.984 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 179 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- ---------------11---- ---- ---------------� Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ (--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 771 1064 73 277 633 80 60 455 206 71 763 238 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 871 1202 82 313 715 90 68 514 233 80 862 269 Added Vol: 83 332 46 171 249 19 5 316 67 15 216 104 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 954 1534 128 484 964 109 73 830 300 95 1078 373 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 1060 1705 0 538 1071 122 81 922 333 106 1198 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1060 1705 0 538 1071 122 81 922 333 106 1198 414 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1060 1705 0 538 1071 122 81 922 333 106 1198 414 -------__--- I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.69 0.31 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4311 489 2880 4800 1600 2880 4800 1600 ------------ I --------- --------------- ---------------- -------- ----- Capacity Analysis Module: Vol/Sat: 0.37 0.36 0.00 0.19 0.25 0.25 0.03 0.19 0.21 0.04 0.25 0.26 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-9 MITIG8 - E + A + C + P P4 Thu Oct 22, 2009 15:05:40 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (see): 100 Critical Vol./Cap.(X): 0.836 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 95 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 3 0 3 0 1 3 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ ------ --------------- -----------------------------� Volume Module: Base Vol: 771 1064 73 277 633 80 60 455 206 71 763 238 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 871 1202 82 313 715 90 68 514 233 80 862 269 Added Vol: 83 332 46 171 249 19 5 316 67 15 216 104 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 954 1534 128 484 964 109 73 830 300 95 1078 373 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 1060 1705 0 538 1071 122 81 922 333 106 1198 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1060 1705 0 538 1071 122 81 922 333 106 1198 414 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1060 1705 0 538 1071 122 81 922 333 106 1198 414 ------------ --------------- --------------- --------------- ---------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 3.00 3.00 1.00 3.00 2.69 0.31 2.00 3.00 1.00 2.00 3.00 1,00 Final Sat.: 4800 4800 1600 4800 4311 489 2880 4800 1600 2880 4800 1600 ------------ I --- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.22 0.36 0.00 0.11 0.25 0.25 0.03 0.19 0.21 0.04 0.25 0.26 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-10 E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.152 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ - --------------- --------------- --------------_-� Volume Module: Base Vol: 0 1589 421 64 711 0 0 0 0 344 0 409 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 0 1796 476 72 803 0 0 0 0 389 0 462 Added Vol: 0 329 155 75 270 0 0 0 0 135 0 115 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2125 631 147 1073 0 0 0 0 524 0 577 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 0 2260 671 157 1142 0 0 0 0 557 0 614 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2260 671 157 1142 0 0 0 0 557 0 614 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2260 671 157 1142 0 0 0 0 557 0 614 ------------ --------------- --------------- II--------------- II ----------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.31 0.69 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3701 1099 1600 4800 0 0 0 0 2880 0 1600 -------------I---------------11--------------- --------------- ---------------{ Capacity Analysis Module: Vol/Sat: 0.00 0.61 0.61 0.10 0.24 0.00 0.00 0.00 0.00 0.19 0.00 0.38 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-11 E + A + C + P P4 AM Wed Sep 16, 2009 14:37:02 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.109 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ {-----------------------------------------------II---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------{ ------- ---------- ---------------� Volume Module: Base Vol: 0 1589 421 64 711 0 0 0 0 344 0 409 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1..13 Initial Bse: 0 1796 476 72 803 0 0 0 0 389 0 462 Added Vol: 0 329 155 75 270 0 0 0 0 135 0 115 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2125 631 147 1073 0 0 0 0 524 0 577 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 0 2260 671 157 1142 0 0 0 0 557 0 614 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2260 671 157 1142 0 0 0 0 557 0 614 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2260 671 157 1142 0 0 0 0 557 0 614 ------------ ---------------ll--------------- --------------- --------------- Saturation ---------- --Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment:. 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.31 0.69 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3701 1099 2880 4800 0 0 0 0 2880 0 1600 ------------ {--------------- t{--------------- ��--- _� __---��---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.61 0.61 0.05 0.24 0.00 0.00 0.00 0.00 0.19 0.00 0.38 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-12 -W. E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.988 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------1 - -----»------10--------------- --------------- -- -----Volume Module: Base Vol: 15 1012 68 151 636 45 92 121 23 140 83 340 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 17 1144 77 171 719 51 104 137 26 158 94 384 Added Vol: 0 290 2 17 188 4 5 18 0 10 28 8 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 1434 79 188 907 55 109 155 26 168 122 392 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 18 1514 83 198 957 58 115 163 27 178 129 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 1514 83 198 957 58 115 163 27 178 129 414 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 1514 83 198 957 58 115 163 27 178 129 414 ------------ --------------- --------------- --------------- -----------------I Saturation Flow Module: Sat/Lane:. 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.83 0.17 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4526 274 1600 1600 1600 1600 1600 1600 ----------- --------------- ---------------11--------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.47 0.05 0.12 0.21 0.21 0.07 0.10 0.02 0.11 0.08 0.26 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-15 MITIG8 - E + A + C + P P4 Thu Oct 1, 2009 18:13:12 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.870 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---------------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 10 1 1 0 1 0 1 -----------_I---------------fl---------------II------- ---------------� Volume Module: Base Vol: 15 1012 68 151 636 45 92 121 23 140 83 340 Growth Adj: 1.13 1.13 1,13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 17 1144 77 171 719 51 104 137 26 158 94 384 Added Vol: 0 290 2 17 188 4 5 18 0 10 28 8 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 1434 79 188 907 55 109 155 26 168 122 392 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 18 1514 83 198 957 58 115 163 27 178 129 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 1514 83 198 957 58 115 163 27 178 129 414 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 1514 83 198 957 58 115 163 27 178 129 414 Ov1AdjVol: 216 ------------ --------------- -----------=---4-- ----- ---------------- Saturation ------ --Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.83 0.17 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4526 274 1600 1600 1600 1600 1600 1600 ------------ I --------------- ----------------- --------------- ------ Capacity Analysis Module: Vol/Sats 0.01 0.47 0.05 0.12 0.21 0.21 0.07 0.10 0.02 0.11 0.08 0.26 OvlAdjV/S: 0.14 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-16 E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Washington Street (NS) / Avenue 52 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.768 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------f1--------------- ---------------� Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- 11 ----------- ----11---------------� Volume Module: Base Vol: 6 10 8 231 21 215 697 396 3 30 165 190 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 7 11 9 261 24 243 788 447 3 34 186 215 Added Vol: 6 42 8 29 15 21 29 25 2 3 23 77 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 13 53 17 290 39 264 817 472 5 37 209 292 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 15 61 19 331 44 301 932 539 6 42 239 333 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 61 19 331 44 301 932 539 6 42 239 333 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 61 19 331 44 301 932 539 6 42 239 333 ------------1--------------- --------------- 11--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.15 0.64 0.21 1.76 0.24 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 246 1026 328 2823 377 2880 2880 3200 1600 1600 3200 1600 1 ---------------�1______-_-_» __-SI--_-__--•»--_-_-1 Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.06 0.12 0.12 0.10 0.32 0.17 0.00 0.03 0.07 0.21 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-17 MITIG8 - E + A + C + P P4 Thu Oct 22, 2009 14:33:04 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.822 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: D ******************************************************************************** -Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- Control: - -----Control: Protected Protected Protected Protected Rights:. Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 --------- I--------------- -------------------- ---------------j Volume Module: Base Vol: 272 631 66 225 469 74 105 500 144 77 689 197 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 307 713 75 254 530 84 119 565 163 87 779 223 Added Vol: 88 162 216 223 233 41 38 418 101 186 327 145 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 395 875 291 477 763 125 157 983 264 273 1106 368 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 465 1029 342 561 898 147 184 1156 310 321 1301 432 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 465 1029 342 561 898 147 184 1156 310 321 1301 432 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 FinalVolume: 465 1029 342 561 898 147 184 1156 310 321 1301 432 OvlAdjVol: 52 ------------}---------------11------------------------------ ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment:. 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 -----------_I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.16 0.21 0.21 0.19 0.19 0.09 0.06 0.24 0,19 0.11 0.27 0.27 Ov1AdjV/S: 0.03 Crit Moves **** **** * ** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-18 MITIG8 - E + A + C + P P4 Thu Oct 22, 2009 16:57:21 Page 1-1 ------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour -µ-- -- "-'___ Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.822 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I----------- -------------- Control: Protected Protected Protected Protected Rights: Ovl Include OV1 Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 272 631 66 225 469 74 105 500 144 77 689 197 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 307 713 75 254 530 84 119 565 163 87 779 223 Added Vol: 88 162 216 223 233 41 38 418 101 186 327 145 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 395 875 291 477 763 125 157 983 264 273 1106 368 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 465 1029 342 561 898 147 184 1156 310 321 1301 432 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 465 1029 342 561 898 147 184 1156 310 321 1301 432 PCE Adj: 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 465 1029 342 561 898 147 184 1156 310 321 1301 432 OvlAdjVol: 163 52 ------------ I --------------- 11 --------------- 11 --------------- 11---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ---------- --------------- --- Capacity Analysis Module: Vol/Sat: 0.16 0.21 0.21 0.19 0.19 0.09 0.06 0.24 0.19 0.11 0.27 0.27 OvlAdjV/S: 0.10 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-19 E + A + C + P P4 AM Wed Sep 16, 2009 13:55:08 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions AM Peak Hour --------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.039 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ----_------- I --------------- --------------- --------------- ---------------{ Volume Module: Base Vol: 403 651 78 192 491 57 35 294 196 80 819 284 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 455 736 88 217 555 64 40 332 221 90 925 321 Added Vol: 29 379 0 14 435 68 67 55 21 0 82 17 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 484 1115 88 231 990 132 107 387 242 90 1007 338 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 550 1267 100 262 1125 150 121 440 276 103 1145 384 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 550 1267 100 262 1125 150 121 440 276 103 1145 384 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 550 1267 100 262 1125 150 121 440 276 103 1145 384 ------------ I ----_----------- --------------- -------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.50 0.50 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2396 804 ------------ I --------------- I1 --------------- 11--------------- ---------------5 Capacity Analysis Module: Vol/Sat: 0.19 0.26 0.06 0.09 0.23 0.09 0.08 0.14 0.17 0.06 0.48 0.48 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-20 E + A + C + P P4 AM Sat Oct 3, 2009 22:24:50 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.039 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I -------- --------------- 11 --------------- -------_--__----� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 --------T__-I-------------- 11--------------- --------------- ---------------� Volume Module: Base Vol: 403 651 78 192 491 57 35 294 196 80 819 284 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 455 736 88 217 555 64 40 332 221 90 925 321 Added Vol: 29 379 0 14 435 68 67 55 21 0 82 17 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 484 1115 88 231 990 132 107 387 242 90 1007 338 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 550 1267 100 262 1125 150 121 440 276 103 1145 384 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 550 1267 100 262 1125 150 121 440 276 103 1145 384 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 550 1267 100 262 1125 150 121 440 276 103 1145 384 Ov1AdjVo1: 0 -_---------- I --------------- --------------- --------------- ----------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.50 0.50 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2396 804 ------------ I --------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.19-0.26 0.06 0.09 0.23 0.09 0.08 0.14 0.17 0.06 0.48 0.48 Ov1AdjV/S: 0.00 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-21 E + A + C + P P4 PM Wed Sep 16, 2009 13:55:50 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.427 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx- Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11---------------� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ---------------------------------------------------------� Volume Module: Base Vol: 31 331 1 4 397 37 74 0 60 2 0 5 Growth Adj: 1:13 1.13 1.13 1.13 1.13 1.13 1.13 1,13 1.13 1.13 1.13 1.13 Initial Bse: 35 374 1 5 449 42 84 0 68 2 0 6 Added Vol: 9 82 0 0 78 72 72 0 8 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 456 1 5 527 114 156 0 76 2 0 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0,90 0.90 PHF Volume: 49 507 1 5 586 127 173 0 84 3 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 507 1 5 586 127 173 0 84 3 0 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 49 507 1 5 586 127 173 0 84 3 0 6 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.64 0.36 1.00 0.00 1.00 0.29 0.00 0.71 Final Sat.: 1600 3192 8 1600 2631 569 1600 0 1600 457 0 1143 --------- -----I --------------- --------------- ------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.16 0.16 0.00 0.22 0.22 0.11 0.00 0.05 0.00 0.00 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-22 iM E-+-A-+-C-+-P--P4-PM Wed Sep 16, 2009 13:55:50 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ******************************************************************************** Average Delay (sec/veh): 2.3 Worst Case Level Of Service: C[ 20.1] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I----------------II------------------------------ --------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------I Volume Module: Base Vol: 6 347 0 0 437 14 3 0 3 0 0 0 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 7 392 0 0 494 16 3 0 3 0 0 0 Added Vol: 40 24 0 0 17 70 67 0 38 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 416 0 0 511 86 70 0 41 0 0 0 User Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.87 4.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.00 PHF Volume: 54 481 0 0 591 99 81 0 48 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 54 481 0 0 591 99 81 0 48 0 0 0 ------------ --------------- 11 --------------- ----- 11---------------1 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- ------------------------------ _-----------_-_� Capacity Module: Cnflict Vol: 690 xxxx xxxxx xxxx xxxx xxxxx 939 xxxx 295 xxxx xxxx xxxxx Potent Cap.: 914 xxxx xxxxx xxxx xxxx xxxxx 266 xxxx 707 xxxx xxxx xxxxx Move Cap.: 914 xxxx xxxxx xxxx xxxx xxxxx 254 xxxx 707 xxxx xxxx xxxxx Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx 0.32 xxxx 0.07 xxxx xxxx xxxx ------------ f --------------- --------------- �---------------- ---------------r Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 1.3 xxxx 0.2 xxxx xxxx xxxxx Control Del: 9.2 xxxx xxxxx xxxxx xxxx xxxxx 25.7 xxxx 10.5 xxxxx xxxx xxxxx LOS by Move: A * * * * * D * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 20.1 xxxxxx ApproachLOS: * * C ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-23 E + A + C + P P4 PM Wed Sep 16, 2009 14:37:38 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.329 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 20 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------1---------------II---------------I1---------------11--------- Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ I - -- --------------- --------------- I1---------------� Volume Module: Base Vol: 6 347 0 0 437 14 3 0 3 0 0 0 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 7 392 0 0 494 16 3 0 3 0 0 0 Added Vol: 40 24 0 0 17 70 67 0 38 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 416 0 0 511 86 70 0 41 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.00 PHF Volume: 54 481 0 0 591 99 81 0 48 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 481 0 0 591 99 81 0 48 0 0 0 PCE Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 54 481 0 0 591 99 81 0 48 0 0 0 ------------ ---------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 1600 0 1600 0 0 0 ------------ I ---------------II--------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.03 0.15 0.00 0.00 0.18 0.06 0.05 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** Traffix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-24 Queues EACP (2021) PM w/ Improvements 2: Resort Access & Eisenhower Dr. NS 9/29/2009 N -N t dffll� DL Lane Group Flow (vph) 80 47 54 478 587 99 ft Ratio 0,33 i], 18 0.0 9 CF, i7 -1.21 0.08 Control Delay 26.5 9.5 3.2 3.3 7.3 5.4 Queue relay 0,0 n,u 0.11 Total Delay 26.5 9.5 3.2 3.3 7.3 5.4 Queue Length 50th (ft) 27 0 12 61 26 0 Queue Length 95th (ft) 56 22 1 1 146 53 Internal Link. Dist (ft) 550 1000 630 Turn Bay Length (ft) 100 100 Base Capacity (vph) 620 585 623 2746 2746 1251 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.13 0.08 0.09 0.17 0.21 0,08 The La Quinta Resort Specific Plan Synchro 7 - Report C:\Documents and Settings\jcachola\Desktop\06369\SYNCHRO\PH4 EACP PM with Imrpovements.syn URBAN CROSSROADS L-25 E + A + C + P P4 PM Wed Sep 16, 2009 13:55:50 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) kik#*.k*k**kkkkk*kkM'rFk*k!k*kk##e#krt#;krt#kR##r#tea#*r*****:#rt**ke*rtkrt k.k krt.rt*+k*rtkir*kRikk Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.422 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- ---------------11--------------- Control: -- ----Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ I ----------------- --------------- --------------- ---------------r Volume Module: Base Vol: 27 337 61 1 388 24 37 29 20 163 14 24 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 31 381 69 1 438 27 42 33 23 184 16 27 Added Vol: 0 33 15 26 29 0 0 0 0 9 0 30 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 31 414 84 27 467 27 42 33 23 193 16 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 34 467 95 31 528 31 47 37 26 218 18 64 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 467 95 31 528 31 47 37 26 218 18 64 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 467 95 31 528 31 47 37 26 218 18 64 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.59 0.41 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 947 653 1600 1600 1600 ------------ I--------------- --------------- --------------- --- Capacity Analysis Module: Vol/Sat: 0.02 0.15 0.06 0.02 0.16 0.02 0.03 0.04 0.04 0.14 0.01 0.04 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-26 E + A + C + P P4 PM Wed Sep 16, 2009 13:55:50 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.441 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II--------------- --------------- --- ------Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0 ------------ --------------- -----------r---I---- -----------�. Volume Module: Base Vol: 2 278 88 104 396 5 2 2 1 229 4 82 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 2 314 99 118 447 6 2 2 1 259 5 93 Added Vol: 0 12 14 35 11 0 0 0 0 24 0 48 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 326 113 153 458 6 2 2 1 283 5 141 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 3 381 132 178 535 7 3 3 1 330 5 164 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 381 132 178 535 7 3 3 1 330 5 164 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 381 132 178 535 7 3 3 1 330 5 164 ------------ --------------- --------------- r_------��----- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.98 0.02 0.40 0.40 0.20 1.00 0.34 0.66 Final Sat.: 1600 3200 1600 1600 3161 39 640 640 320 1600 548 1052 ------- -----I -------------_- --------------- 11---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.08 0.11 0.17 0.17 0.00 0.00 0.00 0.21 0.01 0.16 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-27 E + A + C + P P4 PM Wed Sep 16, 2009 13:55:50 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.020 Loss Time (sec): 6 Average Delay (sec/veh): 38.4 Optimal Cycle: 0 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- ---------------II---------------II---------------II-------- Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------I---------------H--------------- II --------------- II --------------- I Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 20 307 86 42 420 55 66 106 10 353 139 49 Added Vol: 0 1 0 2 0 0 0 106 0 0 116 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 308 86 44 420 55 66 212 10 353 255 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 23 346 96 49 471 62 73 238 11 395 286 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 346 96 49 471 62 73 238 11 395 286 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 346 96 49 471 62 73 238 11 395 286 58 ------------I---------------II---------------I---------------II---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 .1,.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.23 0.74 0.03 1.00 1.00 1.00 Final Sat.: 320 676 359 332 706 374 89 288 14 387 405 431 ------------I---------------11---------------II---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.51 0.27 0.15 0.67 0.17 0.83 0.83 0.83 1.02 0.71 0.13 Crit Moves: **** **** **** **** Delay/Veh: 14.4 23.0 15.8 15.0 30.2 13.8 42.7 42.7 42.7 82.1 29.5 12.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 14.4 23.0 15.8 15.0 30.2 13.8 42.7 42.7 42.7 82.1 29.5 12.0 LOS by Move: B C C C D B E E E F D B ApproachDel: 21.1 27.1 42.7 56.3 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 21.1 27.1 42.7 56.3 LOS by Appr: C D E F AllWayAvgQ: 0.1 0.9 0.3 0.2 1.7 0.2 3.3 3.3 3.3 7.5 2.0 0.1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-28 E + A + C + P P4 PM Wed Sep 16, 2009 14:37:38 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour -------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.624 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T R L - T - R L - T - R L - T - R --I�---------------��---------------� Control: Protected Protected Protected Protected Include Include Include Include Rights: 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0-1 0 1 0 1 0 1 0 1 --------------------------- ��--------------- ��--------------- ----- --------- Volume Module: Base Vol: 18 272 76 37 372 49 58 94 9 312 123 43 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 20 307 86 42 420 55 66 106 10 353 139 49 Added Vol: 0 1 0 2 0 0 0 106 0 0 116 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 308 86 44 420 55 66 212 10 353 255 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 23 346 96 49 471 62 73 238 11 395 286 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 346 96 49 471 62 73 238 11 395 286 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 346 96 49 471 62 73 238 11 395 286 58 ------------I---------------i0--------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.95 0.05 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1527 73 1600 1600 1600 ----- --- i--------------- i i-------- - -- i i ---------------i r--------------- i Capacity Analysis Module: Vol/Sat: 0.01 0.11 0.06 0.03 0.15 0.04 0.05 0.16 0.16 0.25 0.18 0.04 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-29 E + A + C + P P4 PM Thu Sep 17, 2009 11:54:42 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.289 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------_----- I --------------- ---------------11---- - ---- Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 364 703 116 497 934 84 209 1089 493 155 735 402 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 411 794 131 562 1055 95 236 1231 557 175 831 454 Added Vol: 150 371 28 341 426 11 19 652 140 50 675 352 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 561 1165 159 903 1481 106 255 1883 697 225 1506 806 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 591 1227 0 950 1559 111 269 1982 734 237 1585 849 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 591 1227 0 950 1559 111 269 1982 734 237 1585 849 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 591 1227 0 950 1559 111 269 1982 734 237 1585 849 ------------ --------------- ------------------------------ ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.80 0.20 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4480 320 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.21 0.26 0.00 0.33 0.35 0.35 0.09 0.41 0.46 0.08 0.33 0.53 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-30 MITIG8 - E + A + C + P P4 Thu Oct 22, 2009 15:06:46 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.157 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 ----------- ----11---------------� Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 3 0 2 1 0 2 0 3 0 1 2 0 3 0 1 -------_----- I ----------- ------------- H --------------- 11-_ � Volume Module: Base Vol: 364 703 116 497 934 84 209 1089 493 155 735 402 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 411 794 131 562 1055 95 236 1231 557 175 831 454 Added Vol: 150 371 28 341 426 11 19 652 140 50 675 352 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 561 1165 159 903 1481 106 255 1883 697 225 1506 806 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 591 1227 0 950 1559 111 269 1982 734 237 1585 849 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 591 1227 0 950 1559 111 269 1982 734 237 1585 849 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 591 1227 0 950 1559 111 269 1982 734 237 1585 849 --------------------------------------------------------- ---------------� Saturation Flow Module; Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 3.00 3.00 1.00 3.00 2.80 0.20 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 4800 4800 1600 4800 4480 320 2880 4800 1600 2880 4800 1600 ------------ I ----------- -- --11--_------------11--------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.12 0.26 0.00 0.20 0.35 0.35 0.09 0.41 0.46 0.08 0.33 0.53 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-31 E + A + C + P P4 PM Wed Sep 16, 2009 13:55:50 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection 47 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.335 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- -- --- ------ Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 --------------------------- ------------------------------ ---------------� Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1,13 1.13 1.13 1.13 1,13 Initial Bse: 0 1614 349 395 1601 0 0 0 0 585 0 210 Added Vol: 0 440 339 103 502 0 0 0 0 361 0 126 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2054 688 498 2103 0 0 0 0 946- 0 336 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0.95 PHF Volume: 0 2162 724 525 2214 0 0 0 0 996 0 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2162 724 525 2214 0 0 0 0 996 0 354 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2162 724 525 2214 0 0 0 0 996 0 354 ------------ --------------- --------------- --------------- - Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.25 0.75 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3595 1205 1600 4800 0 0 0 0 2880 0 1600 ------------ I --------------- --------------- ---------------- --------------- Capacity ---_----_-_--Capacity Analysis Module: Vol/Sat: 0.00 0.60 0.60 0.33 0.46 0.00 0.00 0.00 0.00 0.35 0.00 0.22 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-32 E + A + C + P P4 PM Wed Sep 16, 2009 14:37:38 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.189 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------- --------------- --------------- 11------------_--� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I --------------- --------------- _--------------11---------------� Volume Module: Base Vol: 0 1428 309 350 1417 0 0 0 0 518 0 186 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1,13 1.13 1.13 1,13 1.13 Initial Bse: 0 1614 349 395 1601 0 0 0 0 585 0 210 Added Vol: 0 440 339 103 502 0 0 0 0 361 0 126 PasserByVol: 0 0 0 0 0 0 0 - 0 0 0 0 0 Initial Fut: 0 2054 688 498 2103 0 0 0 0 946 0 336 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2162 724 525 2214 0 0 0 0 996 0 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2162 724 525 2214 0 0 0 0 996 0 354 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2162 724 525 2214 0 0 0 0 996 0 354 ------------ 1--------------- -- --------------- --------------- Saturation --------------Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.25 0.75 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3595 1205 2880 4800 0 0 0 0 2880 0 1600 ---------4--I------------- ---------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.60 0.60 0.18 0.46 0.00 0.00 0.00 0.00 0.35 0.00 0.22 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-33 E + A + C + P P4 PM Wed Sep 16, 2009 13:55:50 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.005 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ I --------------- --------------- --------------- _--------------� Volume Module: Base Vol: 16 971 13 33 1467 487 440 4 15 4 3 21 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 18 1097 15 37 1658 550 497 5 17 5 3 24 Added Vol: 3 588 11 0 663 200 191 0 4 8 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 1685 26 37 2321 750 688 5 21 13 3 24 User Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 22 1781 27 39 2453 793 727 5 22 13 4 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 1781 27 39 2453 793 727 5 22 13 4 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 1781 27 39 2453 793 727 5 22 13 4 25 ------------ --------------- --------------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.27 0.73 1.99 0.01 1.00 0.32 0.08 0.60 Final Sat.: 1600 4800 1600 1600 3627 1173 3179 21 1600 505 137 958 ------------ I --------------- --------------- --------------- ----- Capacity Analysis Module: Vol/Sat: 0.01 0.37 0.02 0.02 0.68 0.68 0.23 0.23 0.01 0.03 0.03 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-34 E + A + C + P P4 PM Wed Sep 16, 2009 14:37:38 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.840 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------{ Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 1 0 0 1 0 0 1! 0 0 ------------ --------------- --------------- --------------- --------------- Volume --------Volume Module: Base Vol: 16 971 13 33 1467 487 440 4 15 4 3 21 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 18 1097 15 37 1658 550 497 5 17 5 3 24 Added Vol: 3 588 11 0 663 200 191 0 4 8 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 1685 26 37 2321 750 688 5 21 13 3 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0:95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 22 1781 27 39 2453 793 727 5 22 13 4 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 1781 27 39 2453 793 727 5 22 13 4 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1«00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 1781 27 39 2453 793 727 5 22 13 4 25 ------------- I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.99 0.01 1.00 0.32 0.08 0.60 Final Sat.: 1600 4800 1600 1600 4800 1600 3179 21 1600 505 137 958 ------------ r ------------- 11---------------11--------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.37 0.02 0.02 0.51 0.50 0.23 0.23 0.01 0.03 0.03 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-35 E + A + C + P P4 PM Wed Sep 16, 2009 13:55:50 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Los8 as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.786 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ 1--------------- ---------------- --------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Greens 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ I --------------- --------------- --------------- - Volume Module: Base Vol: 16 704 95 151 1052 77 54 53 34 113 93 163 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 18 796 107 171 1189 87 61 60 38 128 105 184 Added Vol: 0 438 15 39 478 16 14 30 0 15 28 16 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 1234 122 210 1667 103 75 90 38 143 133 200 User Adj: 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 19 1301 129 221 1758 109 79 95 41 151 140 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 1301 129 221 1758 109 79 95 41 151 140 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 1301 129 221 1758 109 79 95 41 151 140 211 ----------- --------------- ---------- --------------- ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.83 0.17 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4521 279 1600 1600 1600 1600 1600 1600 ------------ I --------------- ------_-------- --------------- ---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.41 0.08 0.14 0.39 0.39 0.05 0.06 0.03 0.09 0.09 0.13 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-36 MITIG8 - E + A + C + P P4 Thu Oct 1, 2009 18:20:15 Page 1-1 ------------ THE LA QUINTA- RESORT -SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour ------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vola/Cap.(X): 0.758 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L --II -I Control: --I Protected Protected Protected I -Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ----------- I --------------- --------------- ---------------11---------------I Volume Module: Base Vol: 16 704 95 151 1052 77 54 53 34 113 93 163 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 18 796 107 171 1189 87 61 60 38 128 105 184 Added Vol: 0 438 15 39 478 16 14 30 0 15 28 16 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 1234 122 210 1667 103 75 90 38 143 133 200 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 19 1301 129 221 1758 109 79 95 41 151 140 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 1301 129 221 1758 109 79 95 41 151 140 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 1301 129 221 1758 109 79 95 41 151 140 211 0 Ov1AdjVol: ------------ I --------------- 11 --------------- 11---------------��---------------{ Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.83 0.17 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4521 279 1600 1600 1600 1600 1600 1600 ------------ I -------------- --------------- 11 --------------- ----------------} Capacity Analysis Module: Vol/Sat: 0.01 0.41 0.08 0.14 0.39 0.39 0.05 0.06 0.03 0.09 0.09 0.13 Ov1AdjV/S: 0.00 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-37 E + A + C + P P4 PM Wed Sep 16, 2009 13:55:50 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.650 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 94 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------II- II--------------- --------------- Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ --------- --------------- --------------- ---------------� Volume Module: Base Vol: 14 34 7 328 29 384 272 228 10 23 421 215 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 16 38 8 371 33 434 307 258 11 26 476 243 Added Vol: 4 26 5 102 47 80 77 58 7 9 54 75 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 64 13 473 80 514 384 316 18 35 530 318 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0,96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 21 67 13 493 83 536 401 329 19 37 553 332 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 67 13 493 83 536 401 329 19 37 553 332 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 67 13 493 83 536 401 329 19 37 553 332 ------------j --------------- ------------------------------ ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1,00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.20 0.67 0,13 1.71 0.29 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 326 1061 213 2738 462 2880 2880 3200 1600 1600 3200 1600 ------------ I --------------- --------------- --------------- ll---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.06 0.18 0.18 0.19 0.14 0.10 0.01 0.02 0.17 0.21 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-38 MITIG8 - E + A + C + P P4 Thu Oct 22, 2009 14:33:47 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour ________- - Level Of Service Computation Report ICU 1(LOSS as Cycle Length o) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.252 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- -I --------------- --------------- 11 --------------- ----------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 -------------1---------------11--------------- ------------ ---11---------------� Volume Module: Base Vol: 344 398 137 386 508 161 232 958 393 92 888 213 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 389 450 155 436 574 182 262 1083 444 104 1003 241 Added Vol: 205 359 381 355 354 74 69 800 196 409 864 401 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 594 809 536 791 928 256 331 1883 640 513 1867 642 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 600 817 541 799 937 259 335 1902 647 518 1886 648 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 600 817 541 799 937 259 335 1902 647 518 1886 648 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 600 817 541 799 937 259 335 1902 647 518 1886 648 OvlAdjVol: 313 --__--------- -I ---------------- ---------------- ---------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1:00. 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.21 0.17 0.34 0.28 0.20 0.16 0.12 0.40 0.40 0.18 0.39 0.41 OvlAdjV/S: 0.20 Crit Moves Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-39 MITIG8 - E + A + C + P P4 Thu Oct 22, 2009 16:48:21 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements . PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW.) Cycle (sec): 100 Critical Vol./Cap.(X): 1.084 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------1---------------11------------ --------------- ---------------� Control: Protected Protected Protected Protected Rights: Ovl Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- ------- --------------- Volume -- --Volume Module: Base Vol: 344 398 137 386 508 161 232 958 393 92 888 213 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 389 450 155 436 574 182 262 1083 444 104 1003 241 Added Vol: 205 359 381 355 354 74 69 800 196 409 864 401 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 594 809 536 791 928 256 331 1883 640 513 1867 642 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 600 817 541 799 937 259 335 1902 647 518 1886 648 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 600 817 541 799 937 259 335 1902 647 518 1886 648 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 600 817 541 799 937 259 335 1902 647 518 1886 648 OvlAdjVol: 253 313 ------------ --------------- --------------- I-------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ---------- I--------------- --------------- --------------- --_------------� Capacity Analysis Module: Vol/Sat: 0.21 0.17 0.34 0.28 0.20 0.16 0.12 0.40 0.40 0.18 0.39 0.41 Ov1AdjV/S: 0.16 0.20 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-40 E + A + C + P P4 PM Thu Sep 17, 2009 11:54:42 Page 13-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.053 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I ----_------------ --------------- --------------- ---------------I Volume Module: Base Vol: 182 867 25 363 644 97 46 651 437 74 584 147 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 206 980 28 410 728 110 52 736 494 84 660 166 Added Vol: 88 800 0 31 809 116 109 144 93 0 124 33 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 294 1780 28 441 1537 226 161 880 587 84 784 199 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 309 1873 30 464 1618 237 169 926 618 88 825 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 309 1873 30 464 1618 237 169 926 618 88 825 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 309 1873 30 464 1618 237 169 926 618 88 825 210 ------------ I--------------- 11--------------- --------------- __-------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.59 0.41 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2552 648 --------- I---------------11---------------II -- - ____---11---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.39 0.02 0.16 0.34 0.15 0.11 0.29 0.39 0.06 0.32 0.32 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-41 E + A + C + P P4 PM Sat Oct 3, 2009 22:25:12 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) Existing + Ambient + Cumulative + Project Conditions with Improvements PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.041 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------I--------------- ----- Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 -------------{--------------- --------------- --------------- -------- Volume Module: Base Vol: 182 867 25 363 644 97 46 651 437 74 584 147 Growth Adj: 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 Initial Bse: 206 980 28 410 728 110 52 736 494 84 660 166 Added Vol: 88 800 0 31 809 116 109 144 93 0 124 33 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 294 1780 28 441 1537 226 161 880 587 84 784 199 User Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 309 1873 30 464 1618 237 169 926 618 88 825 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 309 1873 30 464 1618 237 169 926 618 88 825 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 309 1873 30 464 1618 237 169 926 618 88 825 210 OvlAdjVol: 446 ------------ I --------------- --------------- --------------- -------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.59 0.41 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2552 648 ------------ I --------------- --------------- ------------------------------� Capacity Analysis Module: Vol/Sat: 0.11 0.39 0.02 0.16 0.34 0.15 0.11 0.29 0.39 0.06 0.32 0.32 Ov1AdjV/S:0.28 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE L-42 APPENDIX M CALCULATION OF INTERSECTION LEVEL OF SERVICE FOR GENERAL PLAN BUILD OUT WITHOUT PROJECT CONDITIONS The La Quinta Resort Expansion Project Trac Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) O URBAN THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) OURBAN GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.364 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------11---------------I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 1 ------------ --------------- ------------------------- 11---------------� Volume Module: Base Vol: 112 649 92 0 193 169 123 0 85 0 0 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 649 92 0 193 169 123 0 85 0 0 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 112 649 92 0 193 169 123 0 85 0 0 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 649 92 0 193 169 123 0 85 0 0 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 112 649 92 0 193 169 123 0 85 0 0 70 ------------ I --------------- --------------- --------------- ---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.75 0.25 1.00 1.07 0.93 1.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1600 2803 397 1600 1706 1494 1600 0 1600 0 0 1600 ------------ 1--------------- ---------------II--------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.23 0.23 0.00 0.11 0.11 0.08 0.00 0.05 0.00 0.00 0.04 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling ASSOC. Licensed to URBAN CROSSROADS, IRVINE M-1 GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour ------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 0.2 Worst Case Level Of Service: A[ 10.01 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -- --------------- --------------- ----------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ 1--------------- ll--------------- --------------- --------------- Volume -- --Volume Module: Base Vol: 12 814 0 0 259 10 3 0 15 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 814 0 0 259 10 3 0 15 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 12 814 0 0 259 10 3 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 12 814 0 0 259 10 3 0 15 0 0 0 ------------1--------------- --------------- ---------------11------ � Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ 1--------------- ll--------------- ---------------11---------------1 Capacity Module: Cnflict Vol: 269 xxxx xxxxx xxxx xxxx xxxxx 690 xxxx 130 xxxx xxxx xxxxx Potent Cap.: 1306 xxxx xxxxx xxxx xxxx xxxxx 383 xxxx 903 xxxx xxxx xxxxx Move Cap.: 1306 xxxx xxxxx xxxx xxxx xxxxx 381 xxxx 903 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.02 xxxx xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.1 xxxx xxxx xxxxx Control Del: 7.8 xxxx xxxxx xxxxx xxxx xxxxx 14.5 xxxx 9.1 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 10.0 xxxxxx ApproachLOS: * * A ******************************************************************************** Note: Queue reported is the number of cars per lane. **k****k*********91*******R**k**k***********************.**k.********************'** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-2 GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.465 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------- --------------- --------------- ---------------- ----------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 110 555 227 78 180 16 133 53 71 169 72 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 555 227 78 180 16 133 53 71 169 72 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 555 227 78 180 16 133 53 71 169 72 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 55.5 227 78 180 16 133 53 71 169 72 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 FinalVolume: 110 555 227 78 180 16 133 53 71 169 72 138 ------------ ---------------- --------------- --------------- ---------__----� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.43 0.57 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 684 916 1600 1600 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.07 0.17 0.14 0.05 0.06 0.01 0.08 0.08 0.08 0.11 0.05 0.09 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-3 GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.431 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ------------------------------_------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 0 1 ------------I ----- --------------- --------------- ---------------� Volume Module: Base Vol: 0 691 110 64 219 0 0 0 0 184 0 99 Growth Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 691 110 64 219 0 0 0 0 184 0 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1100 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 691 110 64 219 0 0 0 0 184 0 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 691 110 64 219 0 0 0 0 184 0 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 691 110 64 219 0 0 0 0 184 0 99 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 0 0 1600 0 1600 0 1600 ------------ k --------------- --------------- --------------- ----------------� Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.07 0.04 0.07 0.00 0.00 0.00 0.00 0.12 0.00 0.06 Grit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-4 GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Base Volume Alternative) Intersection 45 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.599 Loss Time (sec): 6 Average Delay (sec/veh): 14.6 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- - Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ --------------- ------------------------------ --------------- Volume ---- -Volume Module: Base Vol: 1 408 151 79 152 27 67 218 3 121 104 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 408 151 79 152 27 67 218 3 121 104 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 408 151 79 152 27 67 218 3 121 104 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 408 151 79 152 27 67 218 3 121 104 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 408 151 79 152 27 67 218 3 121 104 74 ------------ --------------- --------------- --------------- Saturation -- Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.23 0.76 0.01 1.00 1.00 1.00 Final Sat.: 443 953 523 401 851 461 112 364 5 437 464 509 ------------- I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.29 0.20 0.18 0.06 0.60 0.60 0.60 0.28 0.22 0.15 Crit Moves: **** **** **** **** Delay/Veh: 10.5 15.1 11.9 13.1 12.2 10.4 19.9 19.9 19.9 13.3 12.0 10.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.5 15.1 11.9 13.1 12.2 10.4 19.9 19.9 19.9 13.3 12.0 10.4 LOS by Move: B C B B B B C C C B B B ApproachDel: 14.3 12.3 19.9 12.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 14.3 12.3 19.9 12.2 LOS by Appr: B B C B Al1WayAvgQ: 0.0 0.7 0.4 0.2 0.2 0.1 1.3 1.3 1.3 0.3 0.3 0.1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-5 GPBO no Project AM Mon Sep 14, 2009 12:07:43 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project with Improvements AM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.451 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ------------------------------ --------------- ---------------� Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ i --------------- --------------- ---------------I Volume Module: Base Vol: 1 408 151 79 152 27 67 218 3 121 104 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 408 151 79 152 27 67 218 3 121 104 74 User Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 408 151 79 152 27 67 218 3 121 104 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 408 151 79 152 27 67 218 3 121 104 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 408 151 79 152 27 67 218 3 121 104 74 ------------ I--------------- ------------------------------ ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.99 0.01 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1578 22 1600 1600 1600 ------------ I ---------_------- ---------------- --------------- ---------- Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.09 0.05 0.05 0.02 0.04 0.14 0.14 0.08 0.07 0.05 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-6 GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.179 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II--------------I Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------I--- II---------------II---------------II---------- Volume Module: Base Vol: 966 1525 125 498 1059 91 142 1236 774 115 1208 412 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 966 1525 125 498 1059 91 142 1236 774 115 1208 412 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 966 1525 0 498 1059 91 142 1236 774 115 1208 412 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 966 1525 0 498 1059 91 142 1236 774 115 1208 412 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 966 1525 0 498 1059 91 142 1236 774 115 1208 412 ----------- I---------------II---------------II------------ ----------------j Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.76 0.24 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4420 380 2880 4800 1600 2880 4800 1600 ------------ I --------------- 11--------------- II --------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.34 0.32 0.00 0.17 0.24 0.24 0.05 0.26 0.48 0.04 0.25 0.26 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.115 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- -------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I --------------- ---II --------------- - -------Volume Module: Base Vol: 0 2106 644 164 1330 0 0 0 0 510 0 607 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2106 644 164 1330 0 0 0 0 510 0 607 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2106 644 164 1330 0 0 0 0 510 0 607 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2106 644 164 1330 0 0 0 0 510 0 607 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2106 644 164 1330 0 0 0 0 510 0 607 ------------ I - ----------- --------------- --------------- ----------------f Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.30 0.70 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3676 1124 1600 4800 0 0 0 0 2880 0 1600 ------------ I ---------------- --------------- ---------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.57 0.57 0.10 0.28 0.00 0.00 0.00 0.00 0.18 0.00 0.38 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM -1 GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour -rµ Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.817 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Ay_- I --------------- --------------- --------------- ---------------� Control:Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 _---------_- -I --------------- ---------------------------- ---------------� Volume Module: Base Vol: 9 2232 32 45 1394 551 728 12 19 17 0 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 2232 32 45 1394 551 728 12 19 17 0 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 PHF Volume: 9 2232 32 45 1394 551 728 12 19 17 0 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 2232 32 45 1394 551 728 12 19 17 0 35 PCE Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 2232 32 45 1394 551 728 12 19 17 0 35 --------_--- I ---------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.15 0.85 1.97 0.03 1.00 0.33 0.00 0.67 Final Sat.: 1600 4800 1600 1600 3440 1360 3148 52 1600 523 0 1077 ----- I --------------- --------------- ------------- ---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.47 0.02 0.03 0.41 0.41 0.23 0.23 0.01 0.03 0.00 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-9 GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.037 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II------ II --- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------f-----------------II---------------II---------------II------ Volume Module: Base Vol: 66 1454 94 251 927 248 174 265 37 175 316 411 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 1454 94 251 927 248 174 265 37 175 316 411 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Volume: 66 1454 ' 94 251 927 248 174 265 37 175 316 411 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 1454 94 251 927 248 174 265 37 175 316 411 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 1454 94 251 927 248 174 265 37 175 316 411 ------------ f--------------- II--------------- II--------------- II--_•-_----------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.37 0.63 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3787 1013 1600 1600 1600 1600 1600 1600 ------------ I----_--------- II-------------- II -11---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.45 0.06 0.16 0.24 0.24 0.11 0.17 0.02 0.11 0.20 0.26 Crit Moves **** **** **** **** I.k1F-kFk*k**k9F VY######k###'k*k**k#######:k##*##*k#*#k*-k*#k*klt irk kirkik kF �kk ###!y#k•##-•# Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-10 GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection 410 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.280 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------11------------------------------ Control: ---------Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- 11--------------- --------------- Volume ---- -----Volume Module: Base Vol: 16 87 47 720 47 277 859 510 6 71 335 942 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 87 47 720 47 277 859 510 6 71 335 942 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 PHF Volume: 16 87 47 720 47 277 859 510 6 71 335 942 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 87 47 720 47 277 859 510 6 71 335 942 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 87 47 720 47 277 859 510 6 71 335 942 ------------I--------------11----------------11--Y------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.11 0.58 0.31 1.88 0.12 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 171 928 501 3004 196 2880 2880 3200 1600 1600 3200 1600 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.24 0.24 0.10 0.30 0.16 0.00 0.04 0.10 0.59 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-11 MITIG8 - GPBO no Project AMThu Oct 22, 2009 14:36:08 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.883 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 90 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------------------------I --- Control: Protected Protected Protected Protected Rights:. Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ ---------------- --------------- --------------- ---------------� Volume Module: Base Vol: 562 1176 434 575 887 Growth Adj: 1.00 1.00 1.00 1.00 1.00 Initial Bse: 562 1176 434 575 887 Added Vol: 0 0 0 0 0 PasserByVol: 0 0 0 0 0 Initial Fut: 562 1176 434 575 887 User Adj: 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 PHF Volume: 562 1176 434 575 887 Reduct Vol: 0 0 0 0 0 Reduced Vol: 562 1176 434 575 887 PCE Adj: 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 FinalVolume: 562 1176 434 575 887 OvlAdjVol: ------------f---------- Saturation Flow Module: 207 204 1045 323 298 1350 414 1.00 1.00 1.00 1.00 1.00 1.00 1.00 207 204 1045 323 298 1350 414 0 0 0 0 0 0 0 0 0 0 0 0 0 0 207 204 1045 323 298 1350 414 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 207 204 1045 323 298 1350 414 0 0 0 0 0 0 0 207 204 1045 323 298 1350 414 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 207 204 1045 323 298 1350 414 11 Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- 11 --------------- 1f --------------- li---------------� Capacity Analysis Module: Vol/Sat: 0.20 0.25 0.27 0.20 0.18 0.13 0.07 0.22 0.20 0.10 0.28 0.26 OvlAdjV/S: 0.01 Crit Moves **** **** **** **** * * * * * &* * * * * k * * * * ******A* * 'k k * k***** 'k * *:* k # * k *,'* * * *A A A A x k +4 * * * # k *A*** k * * * *A k ANA k k A A k Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-12 GPBO no Project AM Mon Sep 14, 2009 11:24:19 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.014 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- -_-------------i Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 __---------- r --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 615 1829 167 242 1242 113 104 406 373 190 1007 351 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 615 1829 167 242 1242 113 104 406 373 190 1007 351 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 615 1829 167 242 1242 113 104 406 373 190 1007 351 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 615 1829 167 242 1242 113 104 406 373 190 1007 351 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 615 1829 167 242 1242 113 104 406 373 190 1007 351 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.48 0.52 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2373 827 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.21 0.38 0.10 0.08 0.26 0.07 0.07 0.13 0.23 0.12 0.42 0.42 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE IA 591 GPBO no Project PM Mon Sep 14, 2009 11:22:57 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour ---------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.564 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ------------ ---------------- -- Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------------I---------------11--------------- --------------- --------------- Volume -------Volume Module: Base Vol: 132 628 15 96 482 198 214 0 155 28 0 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 132 628 15 96 482 198 214 0 155 28 0 92 User Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 132 628 15 96 482 198 214 0 155 28 0 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 132 628 15 96 482 198 214 0 155 28 0 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 132 628 15 96 482 198 214 0 155 28 0 92 ------------ --------------- ------------------------------ ii-----__--------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 1.42 0,58 1.00 0.00 1,00 0.23 0.00 0.77 Final Sat.: 1600 3125 75 1600 2268 932 1600 0 1600 373 0 1227 ------------ I --------------- --------------- --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.20 0.20 0.06 0.21 0.21 0.13 0.00 0.10 0.02 0.00 0.07 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-14 GPBO no Project PM Mon Sep 14, 2009 11:22:57 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 0.1 Worst Case Level Of Service: C[ 17.51 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ------------ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- ---------------� Volume Module: Base Vol: 7 840 0 0 728 16 .3 0 3 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Initial Bse: 7 840 0 0 728 16 3 0 3 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 7 840 0 0 728 16 3 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 7 840 0 0 728 16 3 0 3 0 0 0 ------------ --------------- 11 --------------- --------------- 11---------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ----------------------------11 --------------- ---------------11---------------� Capacity Module: Cnflict Vol: 744 xxxx xxxxx xxxx xxxx xxxxx 1162 xxxx 364 xxxx xxxx xxxxx Potent Cap.: 873 xxxx xxxxx xxxx xxxx xxxxx 191 xxxx 639 xxxx xxxx xxxxx Move Cap.: 873 xxxx xxxxx xxxx xxxx xxxxx 190 xxxx 639 xxxx xxxx xxxxx Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.02 xxxx 0.00 xxxx xxxx xxxx ------------I---------------11--------------- --------------- 11------------__-I Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.0 xxxx xxxx xxxxx Control Del: 9.2 xxxx xxxxx xxxxx xxxx xxxxx 24.2 xxxx 10.7 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: ApproachDel: xxxxxx xxxxxx 17.5 xxxxxx ApproachLOS: * * C Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-15 GPBO no Project PM Mon Sep 14, 2009 11:22:58 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length °s) Method (Base Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.531 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------- -- I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------_--_-- I --------------- --------------- --------------- --------------- Volume Module: Base Vol: 120 417 299 24 469 238 258 97 168 208 72 172 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 417 299 24 469 238 258 97 168 208 72 172 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 417 299 24 469 238 258 97 168 208 72 172 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 417 299 24 469 238 258 97 168 208 72 172 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 FinalVolume: 120 417 299 24 469 238 258 97 168 208 72 172 ------------ --------------- --------------- --------------- ----- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.37 0.63 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 586 1014 1600 1600 1600 ------------ I --------------- ----------------------------- --------------- Capacity ------ Capacity Analysis Module: Vol/Sat: 0.08 0.13 0.19 0.02 0.15 0.15 0.16 0.17 0.17 0.13 0.05 0.11 Crit Moves: **** **** **** **** ��,r,��+r�*�*err,t*�e++r�++**r*+��+r*+z�+r,r�r�+r�:►:+r�*+r�**�*�w**r*►r*,rs,r��,r*,t*k►�rr,��r Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-16 GPBO no Project PM Mon Sep 14, 2009 11:22:58 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.454 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- -------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0 ------------ --------------- --------------- ---------------- --------------- Volume --- --Volume Module: Base Vol: 0 351 118 155 485 0 2 2 1 295 5 156 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 351 118 155 485 0 2 2 1 295 5 156 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 351 118 155 485 0 2 2 1 295 5 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 351 118 155 485 0 2 2 1 295 5 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 351 118 155 485 0 2 2 1 295 5 156 ------------ --------------- --------------- --------------- ---- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.40 0.40 0.20 1.00 0.32 0.68 Final Sat.: 1600 3200 1600 1600 3200 0 640 640 320 1600 505 1095 ------------ a--------------- --------------- --------------- --------------- Capacity -- Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.07 0.10 0.15 0.00 0.00 0.00 0.00 0.18 0.01 0.14 Crit Moves: **** **** **** **** *'*1rx*'#ie1lM'ie*'k*'*'lrie*M+'Fi'*11'i''Yiwht***k***•*t**rx*t,t*rierrir,r fkb iY Rf*#°Ar#*******1i*4#*'k#aM *ik k* Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-17 GPBO no Project PM Mon Sep 14, 2009 11:22:58 Page 6-1 --------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.053 Loss Time (sec): 6 Average Delay (sec/veh): 36.7 Optimal Cycle: 0 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- Control: ----- 11 --------------- 11----------------� Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ I - Volume Module: Base Vol: 21 322 127 115 441 58 69 207 11 412 245 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 322 127 115 441 58 69 207 11 412 245 93 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 322 127 115 441 58 69 207 11 412 245 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 322 127 115 441 58 69 207 11 412 245 93 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 322 127 115 441 58 69 207 11 412 245 93 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.24 0.72 0.04 1.00 1.00 1.00 Final Sat.: 322 681 363 339 717 381 94 281 15 391 408 437 ------------ I --------------- ------ --------------- ------ Capacity Analysis Module: Vol/Sat: 0.07 0.47 0.35 0.34 0.61 0.15 0.74 0.74 0.74 1.05 0.60 0.21 Crit Moves: **** **** **** **** Delay/Veh: 14.2 21.5 17.2 18.1 26.6 13.5 33.1 33.1 33.1 91.0 23.3 12.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 14.2 21.5 17.2 18.1 26.6 13.5 33.1 33.1 33.1 91.0 23.3 12.8 LOS by Move: B C C C D B D D D F C B ApproachDel: 20.0 23.8 33.1 59.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 20.0 23.8 33.1 59.2 LOS by Appr: C C D F Al1WayAvgQ: 0.1 0.8 0.5 0.5 1.4 0.2 2.3 2.3 2.3 8.6 1.3 0.3 Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-18 GPBO no Project PM Mon Sep 14, 2009 12:08:19 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project with Improvements PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Los8 as Cycle Length %) Method (Base Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.626 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ ---------------- ----------------II-------------- ---------------f Volume Module: Base Vol: 21 322 127 115 441 58 69 207 11 412 245 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 322 127 115 441 58 69 207 11 412 245 93 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 322 127 115 441 58 69 207 11 412 245 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 322 127 115 441 58 69 207 11 412 245 93 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 322 127 115 441 58 69 207 11 412 245 93 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.95 0.05 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1519 81 1600 1600 1600 ------------- I --------------- --------------- --------------- ---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.08 0.07 0.14 0.04 0.04 0.14 0.14 0.26 0.15 0.06 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-19 GPBO no Project PM Mon Sep 14, 2009 11:22:58 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.527 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------�-___ �_ __--11---------------II--------II--------------- Control: _--_---------Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ I ---------------II------ II ---------------11 ------I Volume Module: Base Vol: 1228 1299 140 999 1553 152 252 1924 959 191 1536 839 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1228 1299 140 999 1553 152 252 1924 959 191 1536 839 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1228 1299 0 999 1553 152 252 1924 959 191 1536 839 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1228 1299 0 999 1553 152 252 1924 959 191 1536 839 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1228 1299 0 999 1553 152 252 1924 959 191 1536 839 ------------ I --------------- ---------------II--------------- II---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.73 0.27 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4372 428 2880 4800 1600 2880 4800 1600 ------------ I ---------------II--------------- II--------------IJ--------------I Capacity Analysis Module: Vol/Sat: 0.43 0.27 0.00 0.35 0.36 0.36 0.09 0.40 0.60 0.07 0.32 0.52 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-20 GPBO no Project PM Mon Sep 14, 2009 11:22:58 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.297 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11--------------- --------------- 11 --------------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------- I --------------- --------------- ----------------11---------------I Volume Module: Base Vol: 0 2002 735 523 2070 0 0 0 0 980 0 354 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2002 735 523 2070 0 0 0 0 980 0 354 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2002 735 523 2070 0 0 0 0 980 0 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2002 735 523 2070 0 0 0 0 980 0 354 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2002 735 523 2070 0 0 0 0 980 0 354 ------------ I ---------------II--------------- ----------------11---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.19 0.81 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3511 1289 1600 4800 0 0 0 0 2880 0 1600 -----------_I---------------H--------------- --------------- II -------------_-1 Capacity Analysis Module: Vol/Sat: 0.00 0.57 0.57 0.33 0.43 0.00 0.00 0.00 0.00 0.34 0.00 0.22 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-21 :e 0 W. • 0 0 r�� GPBO no Project PM Mon Sep 14, 2009 11:22:58 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.052 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ I--------------- II--------------- II--- ..._.------- 11---------------I Volume Module: Base Vol: 57 1851 44 43 2388 824 769 9 51 32 9 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1851 44 43 2388 824 769 9 51 32 9 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 1851 44 43 2388 824 769 9 51 32 9 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 1851 44 43 2388 824 769 9 51 32 9 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 1851 44 43 2388 824 769 9 51 32 9 30 ------------ I ---------------II--------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.23 0.77 1.98 0.02 1.00 0.45 0.13 0.42 Final Sat.: 1600 4800 1600 1600 3569 1231 3163 37 1600 721 203 676 ------------ I ------ --II--------------- 11 --------------- 11 --------------- Capacity Analysis Module: Vol/Sat: 0.04 0.39 0.03 0.03 0.67 0.67 0.24 0.24 0.03 0.04 0.04 0.04 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-22 GPBO no Project PM Mon Sep 14, 2009 11:22:58 Page 10-1 ------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.156 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 CO 4.0 4.0 4.6 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ --------------- --------------- ----------------- ---- Volume Module: Base Vol: 35 1255 160 425 1708 329 325 335 92 149 376 370 Growth Adj: 1.00 1.00 1.00 1.00'1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 1255 160 425 1708 329 325 335 92 149 376 370 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 1255 160 425 1708 329 325 335 92 149 376 370 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 1255 160 425 1708 329 325 335 92 149 376 370 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 1255 160 425 1708 329 325 335 92 149 376 370 ----------- --------------- --------------- --------------- --- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.52 0.48 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4025 775 1600 1600 1600 1600 1600 1600 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.02 0.39 0.10 0.27 0.42 0.42 0.20 0.21 0.06 0.09 0.24 0.23 Crit Moves **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-23 GPBO no Project PM Mon Sep 14, 2009 11:22:58 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour -- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.361 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------- -------------- ---------------- --------------- Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 22 83 36 1395 107 540 400 389 21 70 566 968 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 83 36 1395 107 540 400 389 21 70 566 968 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 83 36 1395 107 540 400 389 21 70 566 968 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 83 36 1395 107 540 400 389 21 70 566 968 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 83 36 1395 107 540 400 389 21 70 566 968 - ---- - ---- --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.16 0.59 0.25 1.86 0.14 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 250 942 409 2972 228 2880 2880 3200 1600 1600 3200 1600 ------------ I -------------- ----------------11--------------- ----------------� Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.47 0.47 0.19 0.14 0.12 0.01 0.04 0.18 0.61 Crit Moves: Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-24 MITIG8 - GPBO no Project PMThu Oct 22, 2009 14:36:39 Page 1-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.336 Loss Time (8ec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 29 29 10 29 29 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- ---- Volume Module: Base Vol: 709 901 591 815 1063 294 365 1965 776 616 1935 733 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 709 901 591 815 1063 294 365 1965 776 616 1935 733 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Pas8erByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 709 901 591 815 1063 294 365 1965 776 616 1935 733 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 709 901 591 815 1063 294 365 1965 776 616 1935 733 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 709 901 591 815 1063 294 365 1965 776 616 1935 733 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 709 901 591 815 1063 294 365 1965 776 616 1935 733 OvlAdjVol: 382 ------------ I ------_-------- ----------------- --------------- ---- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I ------------- ---------------------------------------------� Capacity Analysis Module: Vol/Sat: 0.25 0.19 0.37 0.28 0.22 0.18 0.13 0.41 0.49 0.21 0.40 0.46 Ov1AdjV/S: 0.24 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AMR GPBO no Project PM Mon Sep 14, 2009 11:22:58 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout without Project PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap. W : 1.233 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------__ _ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------ ----------- ----1q --------------- 11 --------------- 11---------------� Volume Module: Base Vol: 531 2105 87 458 2113 214 150 862 714 164 782 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 531 2105 87 458 2113 214 150 862 714 164 782 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 531 2105 87 458 2113 214 150 862 714 164 782 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 531 2105 87 458 2113 214 150 862 714 164 782 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 531 2105 87 458 2113 214 150 862 714 164 782 217 ------------ I ------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.57 0.43 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2505 695 ------------ I --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.18 0.44 0.05 0.16 0.44 0.13 0.09 0.27 0.45 0.10 0.31 0.31 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M-26 APPENDIX N CALCULATION OF INTERSECTION LEVEL OF SERVICE GENERAL PLAN WITH PROJECT CONDITIONS The La Quinta Resort Expansion Project Traffic Impact Analysis OURBAN City of La Quinta, CA (JN: 06369-11 Report) CROSSROADS THIS PAGE IS LEFT INTENTIONALLY BLANK The La Quinta Resort Expansion Project Traffic Impact Analysis City of La Quinta, CA (JN: 06369-11 Report) OURBAN GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.444 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ------- Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 1 ------------ I --------------- -------------- ---------------- Volume Module: Base Vol: 112 649 92 0 193 169 123 0 85 0 0 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 649 92 0 193 169 123 0 85 0 0 70 Added Vol: 9 40 0 0 71 74 47 0 8 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 121 689 92 0 264 243 170 0 93 0 0 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 121 689 92 0 264 243 170 0 93 0 0 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 689 92 0 264 243 170 0 93 0 0 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 121 689 92 0 264 243 170 0 93 0 0 70 ------------ --------------- --------------- --------------- -------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.76 0.24 1.00 1.04 0.96 1.00 0.00 1.00 0.00 0.00 1.00 Final Sat.: 1600 2823 377 1600 1666 1534 1600 0 1600 0 0 1600 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.08 0.24 0.24 0.00 0.16 0.16 0.11 0.00 0.06 0.00 0.00 0.04 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-1 GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) ************************************************#******************************* Average Delay (sec/veh): 1.2 Worst Case Level Of Service: B[ 13.8] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------I---------------- ---------------II--------------- Control: -------------Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- ----------_---- --------------- ---------- Volume Module: Base Vol: 12 814 0 0 259 10 3 0 15 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 814 0 0 259 10 3 0 15 0 0 0 Added Vol: 40 9 0 0 8 71 40 0 23 0. 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 52 823 0 0 267 81 43 0 38 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.O0 0.00 PHF Volume: 52 823 0 0 267 81 43 0 38 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 52 823 0 0 267 81 43 0 38 0 0 0 ------------ --------------- --------------- --------------- -� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx --------------------------- --------------- --------------- 11----------------� Capacity Module: Cnflict Vol: 348 xxxx xxxxx xxxx xxxx xxxxx 783 xxxx 134 xxxx xxxx xxxxx Potent Cap.: 1222 xxxx xxxxx xxxx xxxx xxxxx 335 xxxx 897 xxxx xxxx xxxxx Move Cap.: 1222 xxxx xxxxx xxxx xxxx xxxxx 324 xxxx 897 xxxx xxxx xxxxx Volume/Cap: 0.04 xxxx xxxx xxxx xxxx xxxx 0.13 xxxx 0.04 xxxx xxxx xxxx ___________________________ --------------- --------------- 11 --� Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.5 xxxx 0.1 xxxx xxxx xxxxx Control Del: 8.1 xxxx xxxxx xxxxx xxxx xxxxx 17.8 xxxx 9.2 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 13.8 xxxxxx ApproachLOS: * * B Note: Queue reported is the number of cars per lane. *****#************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-2 GPBO with Project AM Wed Sep 16, 2009 15:25:47 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.344 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 20 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---_--------- I ---------------- --------------- --------------- ------- Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ I ---------------- --------------- --------------- Volume ------Volume Module: Base Vol: 12 814 0 0 259 10 3 0 15 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 814 0 0 259 10 3 0 15 0 0 0 Added Vol: 40 9 0 0 8 71 40 0 23 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 52 823 0 0 267 81 43 0 38 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 52 823 0 0 267 81 43 0 38 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 823 0 0 267 81 43 0 38 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 52 823 0 0 267 81 43 0 38 0 0 0 ------------ --------------- -----------------��--------_-_____� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 1600 0 1600 0 0 0 ------------ I --------------- ------- _»-----II---------------a Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.00 0.00 0.08 0.05 0.03 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-3 Queues GPBO+P AM w/ Improvements 2: Resort Access & Eisenhower Dr. NS 9/29/2009 M) h`i'c R 4h) f1. ri111tife queue ii, ffiv-,11 JI 4119 apstream signal. The La Quinta Resort Specific Plan Synchro 7 - Report C:1Documents and Settingsljcachola\Desktop1063691SYNCHR01GPBO + P AM with Imrpovements.syn URBAN CROSSROADS N-4 Z t 1 W Lane Group Flow (vph) 43 38 52 823 267 81 vfc Raka c"�"21' 0,47 0).0)0 0123 +'. 9 9vX, Control Delay 25.8 10.9 0.9 1.6 2.6 1.7 Queue D�Rl " 011.a 0).!!)) 0)"0 0.'°1,' 0.01 0.01 Total Delay 25.8 10.9 0.9 1.6 2.6 1.7 Queue Length 50th (ft) 15 0 1 5 9 0 Queue Length 95th (ft) 38 22 m1 4 33 18 IIf4terYrr4 L4R,411tiDlI!A 7821 11(X0 639 Turn Bay Length {ft} 100 100 Dme Capacity (vph) 5553 9NI ! *?� , 2 1 t WS Starvation Cap Reductn 0 0 0 0 0 0 Sp1tljba"Jt Cclp P!FYtkf;r� 0 fit' 0, (i ti! a, Storage Cap Reductn 0 0 0 0 0 0 lived %k, b O,57 0,17 0.06 01.:""' �),?O1 M) h`i'c R 4h) f1. ri111tife queue ii, ffiv-,11 JI 4119 apstream signal. The La Quinta Resort Specific Plan Synchro 7 - Report C:1Documents and Settingsljcachola\Desktop1063691SYNCHR01GPBO + P AM with Imrpovements.syn URBAN CROSSROADS N-4 GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.482 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 -------------1---------------11--------------- --------------- ---------------� Volume Module: Base Vol: 110 555 227 78 180 16 133 53 71 169 72 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 555 227 78 180 16 133 53 71 169 72 138 Added Vol: 0 22 0 15 16 0 0 0 0 0 0 27 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 577 227 93 196 16 133 53 71 169 72 165 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 577 227 93 196 16 133 53 71 169 72 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 577 227 93 196 16 133 53 71 169 72 165 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 577 227 93 196 16 133 53 71 169 72 165 ------------ --------------- --------------- ---------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.43 0.57 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 684 916 1600 1600 1600 ------------ I ------------- --------------- --------------- --------------- Capacity ----------- -Capacity Analysis Module: Vol/Sat: 0.07 0.18 0.14 0.06 0.06 0.01 0.08 0.08 0.08 0.11 0.05 0.10 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-5 GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.441 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 53 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------- ---------------11--------- ----------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 0 0 1 ------------ I --------------- --------------- --------------- --------------- Volume ----- -Volume Module: Base Vol: 0 691 110 64 219 0 0 0 0 184 0 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 691 110 64 219 0 0 0 0 184 0 99 Added Vol: 0 12 0 10 6 0 0 0 0 0 0 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 703 110 74 225 0 0 0 0 184 0 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 703 110 74 225 0 0 0 0 184 0 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 703 110 74 225 0 0 0 0 184 0 109 PCE Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 703 110 74 225 0 0 0 0 184 0 109 ------------ ----------------------- --------- Saturation ---- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 0 0 1600 0 1600 0 1600 --------------I ------ --------------- --------------- -----------------� Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.07 0.05 0.07 0.00 0.00 0.00 0.00 0.12 0.00 0.07 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-6 GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.600 Loss Time (sec): 6 Average Delay (sec/veh): 14.6 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------- ----- - ------11----- ---------------� Volume Module: Base Vol: 1 408 151 79 152 27 67 218 3 121 104 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 408 151 79 152 27 67 218 3 121 104 74 Added Vol: 0 1 0 1 0 0 0 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 409 151 80 152 27 67 218 3 121 104 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 409 151 80 152 27 67 218 3 121 104 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 409 151 80 152 27 67 218 3 121 104 76 PCE Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 409 151 80 152 27 67 218 3 121 104 76 ------------ --------------- --------------- --------------- ----------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.23 0.76 0.01 1.00 1.00 1.00 Final Sat.: 442 952 522 401 849 461 112 363 5 436 464 509 --------- --I--------------- --------------- --------------- --------------••� Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.29 0.20 0.18 0.06 0.60 0.60 0.60 0.28 0.22 0.15 Crit Moves **** **** **** **** Delay/Veh: 10.6 15.2 11.9 13.1 12.3 10.4 19.9 19.9 19.9 13.4 12.0 10.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 10.6 15.2 11.9 13.1 12.3 10.4 19.9 19.9 19.9 13.4 12.0 10.4 LOS by Move: B C B B B B C C C B B B ApproachDel: 14.3 12.3 19.9 12.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 14.3 12.3 19.9 12.2 L0S by Appr: B B C B Al1WayAvgQ: 0.0 0.7 0.4 0.2 -0.2 0.1 1.3 1.3 1.3 0.3 0.3 0.2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-7 GPBO with Project AM Wed Sep 16, 2009 15:25:47 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.452 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 24 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------------------------I---------------I--------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ----------- --------------- --------------- ---------------- ----------------� Volume Module: Base Vol: 1 408 151 79 152 27 67 218 3 121 104 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 408 151 79 152 27 67 218 3 121 104 74 Added Vol: 0 1 0 1 0 0 0 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 409 151 80 152 27 67 218 3 121 104 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 409 151 80 152 27 67 218 3 121 104 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 409 151 80 152 27 67 218 3 121 104 76 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 409 151 80 152 27 67 218 3 121 104 76 ------------ I ----_---------- ---------------- --------------- --------------- Saturation --- -----Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.99 0.01 1.00 1.00 1.00 Final Sat..: 1600 3200 1600 1600 3200 1600 1600 1578 22 1600 1600 1600 -----_-----_I -------- 11--------------- --------------- --------------- Capacity - -Capacity Analysis Modules Vol/Sat: 0.00 0.13 0.09 0.05 0.05 0.02 0.04 0.14 0.14 0.08 0.07 0.05 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-8 GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.218 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ------------------------------II---------------ll---------------I Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 -35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ ------------------------------ --------------- --------------- Volume ---------------Volume Module: Base Vol: 966 1525 125 498 1059 91 142 1236 774 115 1208 412 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 966 1525 125 498 1059 91 142 1236 774 115 1208 412 Added Vol: 14 63 0 0 98 0 0 0 22 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 980 1588 125 498 1157 91 142 1236 796 115 1208 412 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 980 1588 0 498 1157 91 142 1236 796 115 1208 412 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 980 1588 0 498 1157 91 142 1236 796 115 1208 412 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 980 1588 0 498 1157 91 142 1236 796 115 1208 412 ------------ ---------------- ------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.78 0.22 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4450 350 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- --------------- 11---------------� Capacity Analysis Module: Vol/Sat: 0.34 0.33 0.00 0.17 0.26 0.26 0.05 0.26 0.50 0.04 0.25 0.26 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-9 MITIG8 - GPBO with Project Thu Oct 22, 2009 15:15:43 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.082 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- -------- --------------- --------------- Control: --------Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 3 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- ---------------11---------------1 Volume Module: Base Vol: 966 1525 125 498 1059 91 142 1236 774 115 1208 412 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 966 1525 125 498 1059 91 142 1236 774 115 1208 412 Added Vol: 14 63 0 0 98 0 0 0 22 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 980 1588 125 498 1157 91 142 1236 796 115 1208 412 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 980 1588 0 498 1157 91 142 1236 796 115 1208 412 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 980 1588 0 498 1157 91 142 1236 796 115 1208 412 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 980 1588 0 498 1157 91 142 1236 796 115 1208 412 ------------I --------------- --------------- -------- ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1,00 0.90 1.00 1.00 Lanes: 3.00 3.00 1.00 3.00 2.78 0.22 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 4800 4800 1600 4800 4450 350 2880 4800 1600 2880 4800 1600 ------------I---------------11---------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.20 0.33 0.00 0.10 0.26 0.26 0.05 0.26 0.50 0.04 0.25 0.26 Crit Moves: **** **** ** * **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-10 GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.135 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------------- I --------------- --------------- --------------- ---------------f Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 2106 644 164 1330 0 0 0 0 510 0 607 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2106 644 164 1330 0 0 0 0 510 0 607 Added Vol: 0 77 20 0 120 0 0 0 0 35 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2183 664 164 1450 0 0 0 0 545 0 607 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2183 664 164 1450 0 0 0 0 545 0 607 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2183 664 164 1450 0 0 0 0 545 0 607 PCE Adj: 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2183 664 164 1450 0 0 0 0 545 0 607 ------------ T -------------.-- --------------- ------------------------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.30 0.70 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3681 1119 1600 4800 0 0 0 0 2880 0 1600 ------------ I --------------- --------------- 11--------------- -----_---------_� Capacity Analysis Module: Vol/Sat: 0.00 0.59 0.59 0.10 0.30 0.00 0.00 0.00 0.00 0.19 0.00 0.38 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-11 MITIG8 - GPBO with Project Sat Oct 3, 2009 22:57:00 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.089 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -------- --------------- 11 --------------- 11---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ --------------- --------------- --------------- --------------- Volume Module: Base Vol: 0 2106 644 164 1330 0 0 0 0 510 0 607 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2106 644 164 1330 0 0 0 0 510 0 607 Added Vol: 0 77 20 0 120 0 0 0 0 35 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2183 664 164 1450 0 0 0 0 545 0 607 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2183 664 164 1450 0 0 0 0 545 0 607 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2183 664 164 1450 0 0 0 0 545 0 607 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2183 664 164 1450 0 0 0 0 545 0 607 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.30 0.70 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3681 1119 2880 4800 0 0 0 0 2880 0 1600 ------------I ------ --------------- --------------- ----------------� Capacity Analysis Module:. Vol/Sat: 0.00 0.59 0.59 0.06 0.30 0.00 0.00 0.00 0.00 0.19 0.00 0.38 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-12 GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.846 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------I---------- _---_------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ --------------- --------------- --------------- ---------� Volume Module: Base Vol: 9 2232 32 45 1394 551 728 12 19 17 0 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 2232 32 45 1394 551 728 12 19 17 0 35 Added Vol: 0 10 0 0 11 144 86 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 9 2242 32 45 1405 695 814 12 19 17 0 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 2242 32 45 1405 695 814 12 19 17 0 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 2242 32 45 1405 695 814 12 19 17 0 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 2242 32 45 1405 695 814 12 19 17 0 35 ----_- - ---------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00^ 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.01 0.99 1.97 0.03 1.00 0.33 0.00 0.67 Final Sat.: 1600 4800 1600 1600 3211 1589 3154 46 1600 523 0 1077 ------------ I --------------- --------------- --------------- 11---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.47 0.02 0.03 0.44 0.44 0.26 0.26 0.01 0.03 0.00 0.03 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-13 MITIG8 - GPBO with Project Sat Oct 3, 2009 22:58:24 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.846 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 91 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II--------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 1 0 0 1 0 0 1! 0 0 ----------- --------------- --------------- --------------- --------------- Volume Module: Base Vol: 9 2232 32 45 1394 551 728 12 19 17 0 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 2232 32 45 1394 551 728 12 19 17 0 35 Added Vol: 0 10 0 0 11 144 86 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 9 2242 32 45 1405 695 814 12 19 17 0 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 2242 32 45 1405 695 814 12 19 17 0 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 2242 32 45 1405 695 814 12 19 17 0 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 2242 32 45 1405 695 814 12 19 17 0 35 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.97 0.03 1.00 0.33 0.00 0.67 Final Sat.: 1600 4800 1600 1600 4800 1600 3154 46 1600 523 0 1077 --------- ----I --------------- ]I--------------- 11--------------- II----_----------� Capacity Analysis Module: Vol/Sat: 0.01 0.47 0.02 0.03 0.29 0.43 0.26 0.26 0.01 0.03 0.00 0.03 Crit Moves **** **** **** **** *ww�w�rrr,t*sw�r��*w��t+r�vr�+r*�k+;�r++r,��x*waww*w,rwwk�rwkerw#*�,�wwkierw�wr*�W��rww+rwww Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-14 GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #9 Washington Street (NS) / Avenue 50 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.040 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------II---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ --------------- --------------- --------------- ----------------� Volume Module: Base Vol: 66 1454 94 251 927 248 174 265 37 175 316 411 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 1454 94 251 927 248 174 265 37 175 316 411 Added Vol: 0 10 0 0 10 2 0 15 0 0 25 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 66 1464 94 251 937 250 174 280 37 175 341 411 User Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 1464 94 251 937 250 174 280 37 175 341 411 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 1464 94 251 937 250 174 280 37 175 341 411 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 FinalVolume: 66 1464 94 251 937 250 174 280 37 175 341 411 ------------ --------------- --------------- --------------- -..--------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.37 0.63 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3789 1011 1600 1600 1600 1600 1600 1600 ------------I---------------If---------------11------ ----- ---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.46 0.06 0.16 0.25 0.25 0.11 0.17 0.02 0.11 0.21 0.26 Crit Moves: **** **** **** **** M#ik4i****#rkkt#**+k#*kki •lr Jr#nF ie•ir#fir*ait*#*tR***1r*#*iY#*.#*#**iF*!t.*fit �k k#.#*####rF i..9F *k .Yr#4#W Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1,12M GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.281 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------------I---------------II---------- II----------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------ --------------- ---------------II---------------II--------------- Volume - Volume Module: Base Vol: 16 87 47 720 47 277 859 510 6 71 335 942 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 87 47 720 47 277 859 510 6 71 335 942 Added Vol: 1 0 0 0 0 0 0 0 0 0 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 87 47 720 47 277 859 510 6 71 337 942 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 87 47 720 47 277 859 510 6 71 337 942 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 87 47 720 47 277 859 510 6 71 337 942 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 87 47 720 47 277 859 510 6 71 337 942 ------------I---- II--------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.11 0.58 0.31 1.88 0.12 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 180 922 498 3004 196 2880 2880 3200 1600 1600 3200 1600 -_----------- I ---------------II-----•---------- ----------------IM---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.24 0.24 0.10 0.30 0.16 0.00 0.04 0.11 0.59 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-16 MITIG8 - GPBO with Project Thu Oct 22, 2009 14:47:04 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.886 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 83 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ----- -------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ---- ---------------- --------------- ---------------- -`-------------� Volume Module: Base Vol: 562 1176 434 575 887 207 204 1045 323 298 1350 414 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 562 1176 434 575 887 207 204 1045 323 298 1350 414 Added Vol: 0 24 5 0 41 0 0 0 0 9 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 562 1200 439 575 928 207 204 1045 323 307 1350 414 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 562 1200 439 575 928 207 204 1045 323 307 1350 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 562 1200 439 575 928 207 204 1045 323 307 1350 414 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 562 1200 439 575 928 207 204 1045 323 307 1350 414 Ov1AdjVol: 11 ------------ ---------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- --------------- ---------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.25 0.27 0.20 0.19 0.13 0.07 0.22 0.20 0.11 0.28 0.26 OvlAdjV/S: 0.01 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-17 MITIG8 - GPBO with Project Thu Oct 22, 2009 17:38:52 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(LOss as Cycle Length o) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.862 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 73 Level Of Service: D ******************************************************************************** Approach; North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I ----- --------------- 11 --------------- 11---------------� Control: Protected Protected Protected Protected Rights: Ovl Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- II--------------- 11--------------- 11---------------1 Volume Module: Base Vol: 562 1176 434 575 887 207 204 1045 323 298 1350 414 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 562 1176 434 575 887 207 204 1045 323 298 1350 414 Added Vol: 0 24 5 0 41 0 0 0 0 9 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 562 1200 439 575 928 207 204 1045 323 307 1350 414 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 562 1200 439 575 928 207 204 1045 323 307 1350 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 562 1200 439 575 928 207 204 1045 323 307 1350 414 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 562 1200 439 575 928 207 204 1045 323 307 1350 414 Ov1AdjVol: 268 11 ------------ 1--------------- 11--------------- 11--------------- II -_-------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------ I --------------- ----------- --I[ --------------- 11----------------I Capacity Analysis Module: Vol/Sat: 0.20 0.25 0.27 0.20 0.19 0.13 0.07 0.22 0.20 0.11 0.28 0.26 Ov1AdjV/S: 0.17 0.01 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-18 GPBO with Project AM Wed Sep 16, 2009 15:55:07 Page 13-1 -------------------------------------------------------------------------------- THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions AM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.029 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11--------------- ---------------11--------------- Control: ------- -----Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I --------------- 11--------------- {I--------------- II --------------- Volume --- ---Volume Module: Base Vol: 615 1829 167 242 1242 113 104 406 373 190 1007 351 Growth Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 615 1829 167 242 1242 113 104 406 373 190 1007 351 Added Vol: 0 10 0 0 16 34 20 0 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 615 1839 167 242 1258 147 124 406 373 190 1008 351 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1,00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 615 1839 167 242 1258 147 124 406 373 190 1008 351 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 615 1839 167 242 1258 147 124 406 373 190 1008 351 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 615 1839 167 242 1258 147 124 406 373 190 1008 351 ------------ I --------------- ---------------II-------------II--------------- Saturation ----------- --Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1,00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.48 0.52 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2374 826 ------------ I --------------- ---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.38 0.10 0.08 0.26 0.09 0.08 0.13 0.23 0.12 0.42 0.42 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 2-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #1 Eisenhower Drive (NS) / Avenue Fernando (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.659 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ------------------------------ ---------------� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 20 20 20 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------------ I --------------- ------------------------------ ---------------� Volume Module: Base Vol: 132 628 15 96 482 198 214 0 155 28 0 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Initial Bse: 132 628 15 96 482 198 214 0 155 28 0 92 Added Vol: 9 67 0 0 70 72 72 0 8 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 141 695 15 96 552 270 286 0 163 28 0 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 141 695 15 96 552 270 286 0 163 28 0 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 141 695 15 96 552 270 286 0 163 28 0 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 141 695 15 96 552 270 286 0 163 28 0 92 ---- I --------------- i --------------- --------------- i i -------------- i Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 1.34 0.66 1.00 0.00 1.00 0.23 0.00 0.77 Final Sat.: 1600 3132 68 1600 2149 1051 1600 0 1600 373 0 1227 ------------ I --- ---------------- 11 --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.22 0.22 0.06 0.26 0.26 0.18 0.00 0.10 0.02 0.00 0.07 Crit Moves: **** **** **** *k** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-20 GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Average Delay (sec/veh): 2.2 Worst Case Level Of Service: D[ 32.0] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- ---------------I-------------------------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Ignore Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------- --------------- --------------- --------------- --------------- Volume --- --Volume Module: Base Vol: 7 840 0 0 728 16 3 0 3 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 840 0 0 728 16 3 0 3 0 0 0 Added Vol: 40 9 0 0 8 70 67 0 38 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 849 0 0 736 86 70 0 41 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 47 849 0 0 736 86 70 0 41 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 47 849 0 0 736 86 70 0 41 0 0 0 ------------ --------------- --------------- ----------------- ---------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ---------------------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 822 xxxx xxxxx xxxx xxxx xxxxx 1255 xxxx 368 xxxx xxxx xxxxx Potent Cap.: 816 xxxx xxxxx xxxx xxxx xxxxx 166 xxxx 635 xxxx xxxx xxxxx Move Cap.: 816 xxxx xxxxx xxxx xxxx xxxxx 159 xxxx 635 xxxx xxxx xxxxx Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx 0.44 xxxx 0.06 xxxx xxxx xxxx ----------- I--------------- --------------- --------------- ---------------� Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 2.0 xxxx 0.2 xxxx xxxx xxxxx Control Del: 9.7 xxxx xxxxx xxxxx xxxx xxxxx 44.3 xxxx 11.1 xxxxx xxxx xxxxx LOS by Move: A * * * * * E * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 32.0 xxxxxx ApproachLOS: * * D ******************************************************************************** Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-21 Queues GPBO+P PM w/ Improvements 2: Resort Access & Eisenhower Dr. NS 9/29/2009 4 ... - - - -1 %L., {?L E - Lane Group Flow (vph) 70 41 47 849 736 86 vk Rab 0.3,-1 i-,., 17 0 Ol 0.31 Q.27 0,07 Control Delay 26.4 10.0 2.2 2.7 7.1 4.2 Queue Delay 0,0 0.) 0-ri 0., l Of.0 o.0 Total Delay 26.4 10.0 2.2 2.7 7.1 4.2 Queue Length K lb (jt) f:3 l: 1 7 104 Queue Length 95th (ft) 53 22 m10 m103 106 m21 kilo -mal Link, D1=11 (ft) 7,02 1000 u::'-� Tum Bay Length (ft) 100 100 Swas Capacity (vph) 590 :, r 5;-1 27B5 - i; 3r 1/56 Starvation Cap Reductn 0 0 0 0 0 0 Spi1[baol� Cap RledocIn i -1 r} 1 Storage Cap Reductn 0 0 0 0 0 0 Reduced �vt Refi �, .12 0.07 i,. )' C "7 17 m V,.,h.ill. for {L7 -Vi rwrr- -'i's queue is metered by upstream signal, The La Quinta Resort Specific Plan Synchro 7 - Report C:1Documents and Settingsljcachola\Desktop1063691SYNCHR01GPBO + P PM with Imrpovements.syn URBAN CROSSROADS fM"PA GPBO with Project PM Wed Sep 16, 2009 15:27:04 Page 3-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Eisenhower Drive (NS) / Resort Access (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.324 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 20 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ------------------------------ -__-------------1 Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- 1-11 --------( Volume Module: Base Vol: 7 840 0 0 728 16 3 0 3 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 840 0 0 728 16 3 0 3 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 7 840 0 0 728 16 3 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 840 0 0 728 16 3 0 3 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 7 840 0 0 728 16 3 0 3 0 0 0 ------------ I --------------- ---------------- -------- --------------- Saturation - ---Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 1600 0 1600 0 0 0 ------------I----------------11--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.00 0.00 0.23 0.01 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-23 GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 4-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Eisenhower Drive (NS) / Calle Mazatlan (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.564 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 69 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- I---------------II--------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 10 26 26 10 26 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------I---------------11-- II- - -- -- ----II----------------{ Volume Module: Base Vol: 120 417 299 24 469 238 258 97 168 208 72 172 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 417 299 24 469 238 258 97 168 208 72 172 Added Vol: 0 22 0 26 21 0 0 0 0 0 0 27 Pa8serByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 120 439 299 50 490 238 258 97 168 208 72 199 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 439 299 50 490 238 258 97 168 208 72 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 439 299 50 490 238 258 97 168 208 72 199 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12.0 439 299 50 490 238 258 97 168 208 72 199 ------------ I--------------- I1--------------- 11--------------- (I ------------_--I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.37 0.63 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 586 1014 1600 1600 1600 1 11----------------II---------------II------- - _- _ Capacity Analysis Module: Vol/Sat: 0.08 0.14 0.19 0.03 0.15 0.15 0.16 0.17 0.17 0.13 0.05 0.12 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-24 GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 5-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour ----------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #4 Eisenhower Drive (NS) / Calle Tampico (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.464 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 76 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -----------_I --------------- --------------- --------------- ---------_-----� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 14 14 10 14 14 23 23 23 23 23 23 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 0 0 1! 0 0 0 1 0 1 0 -------_---_I --------------- --------------- ----------- --------------- Volume -------------Volume Module: Base Vol: 0 351 118 155 485 0 2 2 1 295 5 156 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 351 118 155 485 0 2 2 1 295 5 156 Added Vol: 0 12 0 10 11 0 0 0 0 0 0 10 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 363 118 165 496 0 2 2 1 295 5 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 363 118 165 496 0 2 2 1 295 5 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 363 118 165 496 0 2 2 1 295 5 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 363 118 165 496 0 2 2 1 295 5 166 ------------ ----------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 0.00 0.40 0.40 0.20 1.00 0.29 0.71 Final Sat.: 1600 3200 1600 1600 3200 0 640 640 320 1600 460 1140 ------------ I --------------- --------------- --------------- ---------___-__� Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.07 0.10 0.16 0.00 0.00 0.00 0.00 0.18 0.01 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1►1Pk7 GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 6-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4 -Way Stop Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.054 Loss Time (sec): 6 Average Delay (sec/veh): 36.8 Optimal Cycle: 0 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------II --- 11 -- ------ --------------- Control: - -Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1! 0 0 1 0 1 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 21 322 127 115 441 58 69 207 11 412 245 93 Growth Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 322 127 115 441 58 69 207 11 412 245 93 Added Vol: 0 1 0 2 0 0 0 0 0 0 0 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 323 127 117 441 58 69 207 11 412 245 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Volume: 21 323 127 117 441 58 69 207 11 412 245 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 323 127 117 441 58 69 207 11 412 245 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 323 127 117 441 58 69 207 11 412 245 96 ------------I -------- --------------- --------------- ---------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.24 0.72 0.04 1.00 1.00 1.00 Final Sat.: 321 680 362 339 716 380 94 281 15 391 408 437 ------------ I ------ --------------- --------------- --------------- Capacity ------ -----Capacity Analysis Module: Vol/Sat: 0.07 0.48 0.35 0.35 0.62 0,15 0.74 0.74 0.74 1.05 0.60 0.22 Crit Moves Delay/Veh: 14.3 21.6 17.2 18.3 26.7 13.5 33.1 33.1 33.1 91,4 23.3 12.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.3 21.6 17.2 18.3 26.7 13.5 33.1 33.1 33.1 91.4 23.3 12.9 LOS by Move: B C C C D B D D D F C B ApproachDel: 20.1 23.9 33.1 59.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 20.1 23,9 33.1 59.2 LOS by Appr: C C D F AllWayAvgQ: 0.1 0.8 0.5 0.5 1,4 0.2 2.3 2.3 2,3 8.6 1.4 0.3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling ASSOC. Licensed to URBAN CROSSROADS, IRVINE N-26 MITIG8 - GPBO with Project Tue Sep 29, 2009 16:09:48 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #5 Eisenhower Drive (NS) / Calle Sinaloa (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 0.628 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min, Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ --------------- ----- --------------- ---------------� Volume Module: Base Vol: 21 322 127 115 441 58 69 207 11 412 245 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 322 127 115 441 58 69 207 11 412 245 93 Added Vol: 0 1 0 2 0 0 0 0 0 0 0 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 323 127 117 441 58 69 207 11 412 245 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 323 127 117 441 58 69 207 11 412 245 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 323 127 117 441 58 69 207 11 412 245 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 323 127 117 441 58 69 207 11 4.12 245 96 ------------ --------- ------------------------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.95 0.05 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1519 81 1600 1600 1600 ------------ I --------------- --------------- 11---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.10 0.08 0.07 0.14 0.04 0.04 0.14 0.14 0.26 0.15 0.06 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1►1X1 GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 7-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length a) Method (Future Volume Alternative) Intersection #6 Washington Street (NS) / SR -111 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.568 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------------- --------------- Control: ------ -Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------------ f---------------�� ___. --��---- ---------------� Volume Module: Base Vol: 1228 1299 140 999 1553 152 252 1924 959 191 1536 839 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1228 1299 140 999 1553 152 252 1924 959 191 1536 839 Added Vol: 21 95 0 0 96 0 0 0 22 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1249 1394 140 999 1649 152 252 1924 981 191 1536 839 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1249 1394 0 999 1649 152 252 1924 981 191 1536 839 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1249 1394 0 999 1649 152 252 1924 981 191 1536 839 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1249 1394 0 999 1649 152 252 1924 981 191 1536 839 ------------ --------------- --------------- ---------------- --------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.75 0.25 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4395 405 2880 4800 1600 2880 4800 1600 -------------j---------------11------------- II--------------- --------------- Capacity --- --Capacity Analysis Module: Vol/Sat: 0.43 0.29 0.00 0.35 0.38 0.38 0.09 0.40 0.61 0.07 0.32 0.52 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ION6�.k: MITIG8 - GPBO with Project Thu Oct 22, 2009 15:16:53 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements PM Peak Hour ------------------------------------------------------------------------------------ Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Washington Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.395 Loss Time (sec): 8 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---------------11-------- ---- -- Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 35 35 10 35 35 10 32 32 10 32 32 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 3 0 3 0 1 3 0 2 1 0 2 0 3 0 1 2 0 3 0 1 ------_----- I ---------------II--------------- --------------- --------------- Volume - ----Volume Module: Base Vol: 1228 1299 140 999 1553 152 252 1924 959 191 1536 839 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1228 1299 140 999 1553 152 252 1924 959 191 1536 839 Added Vol: 21 95 0 0 96 0 0 0 22 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1249 1394 140 999 1649 152 252 1924 981 191 1536 839 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1249 1394 0 999 1649 152 252 1924 981 191 1536 839 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1249 1394 0 999 1649 152 252 1924 981 191 1536 839 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1249 1394 0 999 1649 152 252 1924 981 191 1536 839 --------------------------- --------------- --------------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 3.00 3.00 1.00 3.00 2.75 0.25 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 4800 4800 1600 4800 4395 405 2880 4800 1600 2880 4800 1600 ----------- I---------------------------------Ea--------------- Capacity -------- -----Capacity Analysis Module: Vol/Sat: 0.26 0.29 0.00 0.21 0.38 0.38 0.09 0.40 0.61 0.07 0.32 0.52 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-29 GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 8-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.340 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I--------------- --------------- --------------- --------------- Volume Module: Base Vol: 0 2002 735 523 2070 0 0 0 0 980 0 354 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2002 735 523 2070 0 0 0 0 980 0 354 Added Vol: 0 116 33 0 118 0 0 0 0 34 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2118 768 523 2188 0 0 0 0 1014 0 354 User Adj: 1.00 1.00 1.00 1.00 1.00 1100 1.00 1,00 1.00 1.00 1,00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.,00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2118 768 523 2188 0 0 0 0 1014 0 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2118 768 523 2188 0 0 0 0 1014 0 354 PCE Adj: 1.00 1.00 1.00 1.OQ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2118 768 523 2188 0 0 0 0 1014 0 354 --------------------------------- I I ---------------I ----------__-_- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.20 0.80 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3523 1277 1600 4800 0 0 0 0 2880 0 1600 ---_-------- I --------------- --------------- --------------- -------1 Capacity Analysis Module: Vol/Sat: 0.00 0.60 0.60 0.33 0.46 0.00 0.00 0.00 0.00 0.35 0.00 0.22 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1ilk W111 MITIG8 - GPBO with Project Sat Oct 3, 2009 23:04:55 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements PM Peak Hour ------------------------------------------------------------------------------------ Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #7 Washington Street (NS) / Avenue 48 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.195 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 20 20 10 20 20 0 0 0 26 0 26 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes; 0 0 2 1 0 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------I----------------11--------------- --------------- ------ Volume Module: Base Vol: 0 2002 735 523 2070 0 0 0 0 980 0 354 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2002 735 523 2070 0 0 0 0 980 0 354 Added Vol: 0 116 33 0 118 0 0 0 0 34 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2118 768 523 2188 0 0 0 0 1014 0 354 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2118 768 523 2188 0 0 0 0 1014 0 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2118 768 523 2188 0 0 0 0 1014 0 354 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2118 768 523 2188 0 0 0 0 1014 0 354 ------------ --------------- ----------------------- _--------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 Lanes: 0.00 2.20 0.80 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3523 1277 2880 4800 0 0 0 0 2880 0 1600 _----------- f --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.60 0.60 0.18 0.46 0.00 0.00 0.00 0.00 0.35 0.00 0.22 Crit Moves: **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-31 GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 9-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.127 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 2 1 0 1 1 0 0 1 0 0 1! 0 0 ------------ i ---------------ii--------------- ---------------- ---------------i Volume Module: Base Vol: 57 1851 44 43 2388 824 769 9 51 32 9 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1851 44 43 2388 824 769 9 51 32 9 30 Added Vol: 0 11 0 0 11 141 138 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 1862 44 43 2399 965 907 9 51 32 9 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 1862 44 43 2399 965 907 9 51 32 9 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 1862 44 43 2399 965 907 9 51 32 9 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 FinalVolume: 57 1862 44 43 2399 965 907 9 51 32 9 30 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.14 0.86 1.98 0.02 1.00 0.45 0.13 0.42 Final Sat.: 1600 4800 1600 1600 3423 1377 3169 31 1600 721 203 676 _----------- i----------------ii---------------ii---------------ii--------------- Capacity Analysis Module: Vol/Sat: 0.04 0.39 0.03 0.03 0.70 0.70 0.29 0.29 0.03 0.04 0.04 0.04 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-32 MITIG8 - GPBO with Project Sat Oct 3, 2009 23:06:21 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Washington Street (NS) / Eisenhower Drive (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.029 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------I1---------------II--------------- Control: -------- -----Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 17 17 10 17 17 29 29 29 29 29 29 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 1 0 0 1 0 0 1! 0 0 ------------ I --------------- ---------------I1---------------II---------------I Volume Module: Base Vol: 57 1851 44 43 2388 824 769 9 51 32 9 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1851 44 43 2388 824 769 9 51 32 9 30 Added Vol: 0 11 0 0 11 141 138 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 1862 44 43 2399 965 907 9 51 32 9 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 1862 44 43 2399 965 907 9 51 32 9 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 1862 44 43 2399 965 907 9 51 32 9 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 1862 44 43 2399 965 907 9 51 32 9 30 ------------ I--------------- 11--------------- II--------------- II --------------- Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.98 0.02 1.00 0.45 0.13 0.42 Final Sat.: 1600 4800 1600 1600 4800 1600 3169 31 1600 721 203 676 ------------ I --------------- ---------------II--------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.39 0.03 0.03 0.50 0.60 0.29 0.29 0.03 0.04 0.04 0.04 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE IONM GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 10-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Washington Street (NS) / Avenue 50 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.175 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------ I -.--- 11 --------------- --------------- ---------------� Volume Module: Base Vol: 35 1255 160 425 1708 329 325 335 92 149 376 370 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 1255 160 425 1708 329 325 335 92 149 376 370 Added Vol: 0 10 0 0 10 2 1 24 0 0 24 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 35 1265 160 425 1718 331 326 359 92 149 400 370 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 1265 160 425 1718 331 326 359 92 149 400 370 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 1265 160 425 1718 331 326 359 92 149 400 370 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 1265 160 425 1718 331 326 359 92 149 400 370 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.52 0.48 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3200 1600 1600 4025 775 1600 1600 1600 1600 1600 1600 ------------ I --------------- --------------- --------------- ----------------� Capacity Analysis Module: Vol/Sat: 0.02 0.40 0.10 0.27 0.43 0.43 0.20 0.22 0.06 0.09 0.25 0.23 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-34 GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 11-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #10 Washington Street (NS) / Avenue 52 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.362 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 29 29 29 29 29 29 10 20 20 10 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 1 1 0 0 2 2 0 2 0 1 1 0 2 0 1 ------------1-----•---------- --------------- --------------- ---------------{ Volume Module: Base Vol: 22 83 36 1395 107 540 400 389 21 70 566 968 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 83 36 1395 107 540 400 389 21 70 566 968 Added Vol: 1 0 0 0 0 0 0 1 0 0 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 83 36 1395 107 540 400 390 21 70 568 968 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 23 83 36 1395 107 540 400 390 21 70 568 968 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 83 36 1395 107 540 400 390 21 70 568 968 PCE Adj: 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 83 36 1395 107 540 400 390 21 70 568 968 ---------------------------ll---------------II------- ---------------I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 Lanes: 0.16 0.59 0.25 1.86 0.14 2.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 259 935 406 2972 228 2880 2880 3200 1600 1600 3200 1600 ------------ I --------------- yl--------------- 11--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.47 0.47 0.19 0.14 0.12 0.01 0.04 0.18 0.61 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-35 MITIG8 - GPBO with Project Thu Oct 22, 2009 14:48:24 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout With Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.344 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 --------------------------- ------ ---------------� Volume Module: Base Vol: 709 901 591 815 1063 294 365 1965 776 616 1935 733 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 709 901 591 815 1063 294 365 1965 776 616 1935 733 Added Vol: 0 40 8 0 40 0 0 0 0 9 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 709 941 599 815 1103 294 365 1965 776 625 1935 733 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 709 941 599 815 1103 294 365 1965 776 625 1935 733 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 709 941 599 815 1103 294 365 1965 776 625 1935 733 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 709 941 599 815 1103 294 365 1965 776 625 1935 733 Ov1AdjVol: 382 ------------ ------------------------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1,00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------I---------------11------- ---- --------------- ---------------1 Capacity Analysis Module: Vol/Sat: 0.25 0.20 0.37 0.28 0.23 0.18 0.13 0.41 0.49 0.22 0.40 0.46 Ov1AdjV/S: 0.24 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-36 MITIG8 -- GPBO with Project Thu Oct 22, 2009 17:39:47 Page 1-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions with Improvements PM Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) Intersection #11 Jefferson Street (NS) / SR -111 (EW) Cycle (sec): 100 Critical Vol./Cap.(X): 1.165 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I ---------------II--------------- --------II---------------I Control: Protected Protected Protected Protected Rights: Ovl Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I -- --------------- --------------- --------------- Volume ------ -----Volume Module: Base Vol; 709 901 591 815 1063 294 365 1965 776 616 1935 733 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 709 901 591 815 1063 294 365 1965 776 616 1935 733 Added Vol: 0 40 8 0 40 0 0 0 0 9 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 709 941 599 815 1103 294 365 1965 776 625 1935 733 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 709 941 599 815 1103 294 365 1965 776 625 1935 733 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 709 941 599 815 1103 294 365 1965 776 625 1935 733 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00' 1.00 1.00 FinalVolume: 709 941 599 815 1103 294 365 1965 776 625 1935 733 Ov1AdjVol: 252 382 ------------1---------------II---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 0.90 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 2880 4800 1600 2880 4800 1600 2880 4800 1600 2880 4800 1600 ------------- I -------------II---------------II--------------_I�_.. ----- -I Capacity Analysis Module: Vol/Sat: 0.25 0.20 0.37 0.28 0.23 0.18 0.13 0.41 0.49 0.22 0.40 0.46 OvlAdjV/S: 0.16 0.24 Crit Moves **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-37 GPBO with Project PM Wed Sep 16, 2009 15:56:24 Page 13-1 THE LA QUINTA RESORT SPECIFIC PLAN (JN 06369) General Plan Buildout with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length o) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jefferson Street (NS) / Avenue 48 (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.237 Loss Time (sec): 6 Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -------------- --------------- 11 --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 23 23 10 23 23 10 35 35 10 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 0 1 1 0 ------------------------ ---11--------------- --------------- ---------------� Volume Module: Base Vol: 531 2105 87 458 2113 214 150 862 714 164 782 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 531 2105 87 458 2113 214 150 862 714 164 782 217 Added Vol: 0 16 0 0 16 33 33 0 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 531 2121 87 458 2129 247 183 862 714 164 783 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 531 2121 87 458 2129 247 183 862 714 164 783 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 531 2121 87 458 2129 247 183 862 714 164 783 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 531 2121 87 458 2129 247 183 862 714 164 783 217 ------------ --------------- 11 --------------- -------- -------------_-� Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustments 0.90 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 1.57 0.43 Final Sat.: 2880 4800 1600 2880 4800 1600 1600 3200 1600 1600 2506 694 ------------I---------------1p---------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.18 0.44 0.05 0.16 0.44 0.15 0.11 0.27 0.45 0.10 0.31 0.31 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N-38 i. t` IL [: