Murrieta City Council
August 20, 2024

LOS A C D E
Approach Delay 7.5 23.1 54.1
Approach LOS A C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 19.4 Intersection LOS: B
Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 1323
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 12
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 2950 0 0 2772 373 334
Future Volume (veh/h) 2950 0 0 2772 373 334
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 0 1870 1945 1945
Adj Flow Rate, veh/h 3172 0 0 2981 401 359
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 2 0 0 2 2 2
Cap, veh/h 3859 0 0 3859 593 479
Arrive On Green 0.76 0.00 0.00 0.76 0.17 0.17
Sat Flow, veh/h 5443 0 0 5443 3594 2901
Grp Volume(v), veh/h 3172 0 0 2981 401 359
Grp Sat Flow(s),veh/h/ln 1702 0 0 1702 1797 1451
Q Serve(g_s), s 48.1 0.0 0.0 41.1 12.6 14.1
Cycle Q Clear(g_c), s 48.1 0.0 0.0 41.1 12.6 14.1
Prop In Lane 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 3859 0 0 3859 593 479
V/C Ratio(X) 0.82 0.00 0.00 0.77 0.68 0.75
Avail Cap(c_a), veh/h 3859 0 0 3859 593 479
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 9.4 0.0 0.0 8.6 47.1 47.7
Incr Delay (d2), s/veh 2.1 0.0 0.0 1.6 6.1 10.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 13.6 0.0 0.0 11.5 6.1 5.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.5 0.0 0.0 10.2 53.2 58.1
LnGrp LOS B A A B D E
Approach Vol, veh/h 3172 2981 760
Approach Delay, s/veh 11.5 10.2 55.5
Approach LOS B B E
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 96.0 96.0 24.0
Change Period (Y+Rc), s 5.3 5.3 4.2
Max Green Setting (Gmax), s 90.7 90.7 19.8
Max Q Clear Time (g_c+I1), s 50.1 43.1 16.1
Green Ext Time (p_c), s 31.7 32.6 1.4
Intersection Summary
HCM 6th Ctrl Delay 15.8
HCM 6th LOS B
1324
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 1
Intersection: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB EB WB WB WB SB SB SB
Directions Served T T T R T T T L LTR R
Maximum Queue (ft) 308 302 302 302 46 54 58 618 606 505 Average Queue (ft) 252 199 209 19 44 36 33 542 576 431
95th Queue (ft) 324 281 310 115 47 46 46 658 638 556
Link Distance (ft) 32 32 32 566 566
Upstream Blk Time (%) 37 33 21 12 30
Queuing Penalty (veh) 177 160 102 0 0
Storage Bay Dist (ft) 480
Storage Blk Time (%) 32 0
Queuing Penalty (veh) 57 4
Intersection: 2: I-15 NB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB EB WB WB WB WB NB NB NB
Directions Served T T T R T T T T L L R
Maximum Queue (ft) 268 274 345 244 142 194 198 245 193 206 222 Average Queue (ft) 155 137 210 24 62 81 106 144 115 135 198 95th Queue (ft) 254 244 316 143 121 154 185 225 167 218 212 Link Distance (ft) 457 457 457 529 529 529 529 187 187 187 Upstream Blk Time (%) 0 6 70
Queuing Penalty (veh) 0 16 179
Storage Bay Dist (ft) 220
Storage Blk Time (%) 5 0
Queuing Penalty (veh) 10 0
1325
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 2
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 164 177 276 257 297 288 161 175 186 118 149 185 Average Queue (ft) 71 98 206 207 193 181 38 93 103 47 74 101 95th Queue (ft) 123 146 283 268 267 282 104 145 156 101 136 160 Link Distance (ft) 529 529 529 529 265 265 265
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 310 310 320 245 245
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement WB NB NB NB NB SB SB SB SB SB
Directions Served TR L L T TR L L T T R
Maximum Queue (ft) 224 161 178 28 115 24 96 59 284 260
Average Queue (ft) 107 109 101 9 46 1 24 6 18 169
95th Queue (ft) 186 154 163 27 93 9 71 28 130 247
Link Distance (ft) 265 281 281 281 281 269 269
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 235 235 235
Storage Blk Time (%) 0 1
Queuing Penalty (veh) 0 0
Intersection: 4: Proj. Dwy 2 & Murrieta Hot Springs Road Movement EB EB EB EB NB
Directions Served T T T T R
Maximum Queue (ft) 141 256 269 48 250
Average Queue (ft) 47 17 9 2 71
95th Queue (ft) 129 102 89 16 192
Link Distance (ft) 265 265 265 265 288
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
1326
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 3
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 257 270 373 352 302 201 75 210 224 258 285 269 Average Queue (ft) 236 246 247 173 157 34 27 142 157 166 195 219 95th Queue (ft) 297 319 468 326 258 102 58 199 216 264 275 265 Link Distance (ft) 318 318 318 318 235 235 235
Upstream Blk Time (%) 31 0 0 0 1 1 3
Queuing Penalty (veh) 167 2 0 0 11 9 25
Storage Bay Dist (ft) 245 245 215 200 200
Storage Blk Time (%) 18 46 4 0 0 2 2
Queuing Penalty (veh) 72 180 14 0 2 14 11
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement WB NB NB NB NB NB SB SB SB SB
Directions Served R L L T R R L L TR R
Maximum Queue (ft) 106 156 68 178 189 36 162 174 314 173 Average Queue (ft) 62 50 34 76 99 6 158 174 281 40
95th Queue (ft) 98 97 62 135 172 22 169 175 297 116
Link Distance (ft) 235 295 295 295 295 295
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150 150 150
Storage Blk Time (%) 6 66 2 0
Queuing Penalty (veh) 22 258 10 1
Intersection: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp Movement EB EB EB WB WB WB SB SB SB
Directions Served T T T T T T L LR R
Maximum Queue (ft) 94 112 120 142 161 142 885 894 495
Average Queue (ft) 73 76 84 127 133 128 851 857 418
95th Queue (ft) 80 91 111 150 154 141 864 880 653
Link Distance (ft) 68 68 68 122 122 122 833 833
Upstream Blk Time (%) 26 33 38 21 20 32 55 82
Queuing Penalty (veh) 189 242 273 171 164 262 0 0
Storage Bay Dist (ft) 470
Storage Blk Time (%) 67 2
Queuing Penalty (veh) 271 14
1327
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 4
Intersection: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB WB WB WB NB NB NB NB
Directions Served T T T T T T L L R R
Maximum Queue (ft) 178 184 180 117 119 120 213 238 168 129 Average Queue (ft) 135 142 128 77 67 87 152 157 99 34
95th Queue (ft) 184 185 188 100 103 110 206 220 157 95
Link Distance (ft) 148 148 148 65 65 65 1041 1041
Upstream Blk Time (%) 5 5 5 18 13 36
Queuing Penalty (veh) 39 36 35 141 104 286
Storage Bay Dist (ft) 1000 1000
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 3730
1328
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 1
Intersection: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB EB WB WB WB SB SB SB
Directions Served T T T R T T T L LTR R
Maximum Queue (ft) 302 302 339 302 46 46 47 582 618 505 Average Queue (ft) 126 234 309 59 40 32 18 573 588 476
95th Queue (ft) 246 369 326 239 49 46 41 602 606 615
Link Distance (ft) 32 32 32 566 566
Upstream Blk Time (%) 7 5 2 21 91
Queuing Penalty (veh) 40 31 12 0 0
Storage Bay Dist (ft) 480
Storage Blk Time (%) 88 1
Queuing Penalty (veh) 97 11
Intersection: 2: I-15 NB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB EB WB WB WB WB NB NB NB
Directions Served T T T R T T T T L L R
Maximum Queue (ft) 199 182 312 245 111 195 283 332 133 201 221 Average Queue (ft) 83 73 129 24 49 94 169 248 87 122 200 95th Queue (ft) 155 154 239 144 99 158 256 342 133 194 213 Link Distance (ft) 457 457 457 529 529 529 529 187 187 187 Upstream Blk Time (%) 2 63
Queuing Penalty (veh) 5 165
Storage Bay Dist (ft) 220
Storage Blk Time (%) 1 0
Queuing Penalty (veh) 6 0
1329
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 2
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 89 134 234 266 524 298 103 176 178 178 209 246 Average Queue (ft) 28 58 132 153 172 188 21 112 120 85 135 180 95th Queue (ft) 68 104 198 227 308 279 68 158 167 159 197 237 Link Distance (ft) 529 529 529 529 265 265 265
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 310 310 320 245 245
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement WB NB NB NB NB SB SB SB SB SB
Directions Served TR L L T TR L L T T R
Maximum Queue (ft) 268 296 335 292 74 5 56 38 299 260
Average Queue (ft) 186 232 300 75 26 0 9 6 285 260
95th Queue (ft) 264 353 316 279 69 2 30 22 289 260
Link Distance (ft) 265 281 281 281 281 269 269
Upstream Blk Time (%) 0 17 92 11 87 65
Queuing Penalty (veh) 2 0 0 0 0 0
Storage Bay Dist (ft) 235 235 235
Storage Blk Time (%) 98
Queuing Penalty (veh) 5
Intersection: 4: Proj. Dwy 2 & Murrieta Hot Springs Road Movement WB NB
Directions Served T R
Maximum Queue (ft) 41 109
Average Queue (ft) 1 67
95th Queue (ft) 14 107
Link Distance (ft) 318 288
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
1330
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 3
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 108 115 180 258 288 117 98 200 224 278 278 280 Average Queue (ft) 66 70 81 145 170 48 38 138 143 195 212 228 95th Queue (ft) 103 107 158 208 245 95 67 197 204 272 274 283 Link Distance (ft) 318 318 318 318 235 235 235
Upstream Blk Time (%) 0 1 2 6
Queuing Penalty (veh) 0 10 19 55
Storage Bay Dist (ft) 245 245 215 200 200
Storage Blk Time (%) 0 0 3
Queuing Penalty (veh) 0 2 13
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement WB NB NB NB NB NB SB SB SB SB
Directions Served R L L T R R L L TR R
Maximum Queue (ft) 209 227 294 334 347 347 162 175 301 175 Average Queue (ft) 69 122 136 237 312 314 158 173 282 78 95th Queue (ft) 133 196 215 364 331 330 174 182 295 175 Link Distance (ft) 235 295 295 295 295 295
Upstream Blk Time (%) 0 15 87 79
Queuing Penalty (veh) 0 0 0 0
Storage Bay Dist (ft) 150 150 150
Storage Blk Time (%) 3 58 17 0
Queuing Penalty (veh) 18 340 144 5
Intersection: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp Movement EB EB EB WB WB WB SB SB SB
Directions Served T T T T T T L LR R
Maximum Queue (ft) 95 118 141 152 162 185 850 896 495
Average Queue (ft) 73 79 88 127 132 135 848 855 386
95th Queue (ft) 82 99 124 147 157 158 851 877 689
Link Distance (ft) 68 68 68 122 122 122 833 833
Upstream Blk Time (%) 18 25 30 13 15 29 49 90
Queuing Penalty (veh) 189 262 313 127 139 277 0 0
Storage Bay Dist (ft) 470
Storage Blk Time (%) 79 0
Queuing Penalty (veh) 260 2
1331
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 4
Intersection: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB WB WB WB NB NB NB NB
Directions Served T T T T T T L L R R
Maximum Queue (ft) 162 176 188 100 97 145 191 193 181 167 Average Queue (ft) 137 133 115 76 72 84 117 126 133 84
95th Queue (ft) 181 184 161 89 96 114 176 180 177 169
Link Distance (ft) 148 148 148 65 65 65 1041 1041
Upstream Blk Time (%) 4 2 1 16 13 25
Queuing Penalty (veh) 39 24 10 145 119 231
Storage Bay Dist (ft) 1000 1000
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 3119
1332
BUILDOUT (2035) TRAFFIC CONDITIONS
(MURRIETA HOT SPRINGS RD/I-15 NB RAMPS)
1333
Timings Timing Plan: Buildout (2035) + Project AM
2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/15/2023 Buildout (2035) + Project AM Synchro 11 Report
Rick Engineering Company Page 1
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 169 2631 1620 1119 718 3 239
Future Volume (vph) 169 2631 1620 1119 718 3 239
Turn Type Prot NA NA Free Split NA Free
Protected Phases 5 2 6 8 8
Permitted Phases Free Free
Detector Phase 5 2 6 8 8
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 10.0 10.0
Minimum Split (s) 11.0 22.3 15.3 14.2 14.2
Total Split (s) 20.0 80.0 60.0 40.0 40.0
Total Split (%) 16.7% 66.7% 50.0% 33.3% 33.3%
Yellow Time (s) 3.0 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 5.3 5.3 4.2 4.2
Lead/Lag Lead Lag
Lead-Lag Optimize?
Recall Mode None Max C-Max None None
Act Effct Green (s) 15.5 78.4 58.9 120.0 32.1 32.1 120.0 Actuated g/C Ratio 0.13 0.65 0.49 1.00 0.27 0.27 1.00
v/c Ratio 0.81 0.86 0.71 0.77 0.87 0.87 0.16
Control Delay 68.4 14.4 24.6 13.2 61.7 62.2 0.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 68.4 14.4 24.6 13.2 61.7 62.2 0.2

LOS E B C B E E A
Approach Delay 17.6 19.9 46.6
Approach LOS B B D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 22.9 Intersection LOS: C
Intersection Capacity Utilization 78.7% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 1334
HCM 6th Signalized Intersection Summary Timing Plan: Buildout (2035) + Project AM 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/15/2023 Buildout (2035) + Project AM Synchro 11 Report
Rick Engineering Company Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 169 2631 0 0 1620 1119 718 3 239 0 0 0 Future Volume (veh/h) 169 2631 0 0 1620 1119 718 3 239 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 184 2860 0 0 1761 0 782 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 212 3179 0 0 2402 890 0
Arrive On Green 0.12 0.62 0.00 0.00 0.47 0.00 0.25 0.00 0.00 Sat Flow, veh/h 1781 5274 0 0 5274 1585 3563 0 1585
Grp Volume(v), veh/h 184 2860 0 0 1761 0 782 0 0
Grp Sat Flow(s),veh/h/ln 1781 1702 0 0 1702 1585 1781 0 1585 Q Serve(g_s), s 12.2 57.7 0.0 0.0 33.5 0.0 25.3 0.0 0.0 Cycle Q Clear(g_c), s 12.2 57.7 0.0 0.0 33.5 0.0 25.3 0.0 0.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 212 3179 0 0 2402 890 0
V/C Ratio(X) 0.87 0.90 0.00 0.00 0.73 0.88 0.00
Avail Cap(c_a), veh/h 238 3179 0 0 2402 1063 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.55 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 52.0 19.4 0.0 0.0 25.7 0.0 43.3 0.0 0.0 Incr Delay (d2), s/veh 25.6 4.6 0.0 0.0 1.1 0.0 7.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 21.0 0.0 0.0 12.9 0.0 12.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 77.5 24.1 0.0 0.0 26.8 0.0 50.8 0.0 0.0 LnGrp LOS E C A A C D A
Approach Vol, veh/h 3044 1761 782
Approach Delay, s/veh 27.3 26.8 50.8
Approach LOS C C D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 80.0 18.3 61.7 34.2
Change Period (Y+Rc), s 5.3 4.0 5.3 4.2
Max Green Setting (Gmax), s 74.7 16.0 54.7 35.8
Max Q Clear Time (g_c+I1), s 59.7 14.2 35.5 27.3
Green Ext Time (p_c), s 12.6 0.1 9.2 2.7
Intersection Summary
HCM 6th Ctrl Delay 30.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 1335
Timings Timing Plan: Buildout (2035) + Project PM
2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/15/2023 Buildout (2035) + Project PM Synchro 11 Report
Rick Engineering Company Page 1
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 802 3526 1620 1682 499 0 109
Future Volume (vph) 802 3526 1620 1682 499 0 109
Turn Type Prot NA NA Free Split NA Free
Protected Phases 5 2 6 8 8
Permitted Phases Free Free
Detector Phase 5 2 6 8 8
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 10.0 10.0
Minimum Split (s) 11.0 22.3 15.3 14.2 14.2
Total Split (s) 55.0 98.0 43.0 22.0 22.0
Total Split (%) 45.8% 81.7% 35.8% 18.3% 18.3%
Yellow Time (s) 3.0 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 5.3 5.3 4.2 4.2
Lead/Lag Lead Lag
Lead-Lag Optimize?
Recall Mode None Max C-Max None None
Act Effct Green (s) 51.0 92.7 37.7 120.0 17.8 17.8 120.0 Actuated g/C Ratio 0.42 0.77 0.31 1.00 0.15 0.15 1.00
v/c Ratio 1.16 0.98 1.10 1.15 1.09 1.09 0.07
Control Delay 116.4 14.8 85.6 96.5 130.5 130.5 0.1
Queue Delay 0.0 3.2 0.0 0.0 0.0 0.0 0.0
Total Delay 116.4 18.1 85.6 96.5 130.5 130.5 0.1

LOS F B F F F F A
Approach Delay 36.3 91.1 107.1
Approach LOS D F F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.16
Intersection Signal Delay: 63.5 Intersection LOS: E
Intersection Capacity Utilization 100.8% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 1336
HCM 6th Signalized Intersection Summary Timing Plan: Buildout (2035) + Project PM 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/15/2023 Buildout (2035) + Project PM Synchro 11 Report
Rick Engineering Company Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 802 3526 0 0 1620 1682 499 0 109 0 0 0 Future Volume (veh/h) 802 3526 0 0 1620 1682 499 0 109 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 872 3833 0 0 1761 0 542 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 757 3944 0 0 1604 528 0
Arrive On Green 0.43 0.77 0.00 0.00 0.52 0.00 0.15 0.00 0.00 Sat Flow, veh/h 1781 5274 0 0 5274 1585 3563 0 1585
Grp Volume(v), veh/h 872 3833 0 0 1761 0 542 0 0
Grp Sat Flow(s),veh/h/ln 1781 1702 0 0 1702 1585 1781 0 1585 Q Serve(g_s), s 51.0 82.2 0.0 0.0 37.7 0.0 17.8 0.0 0.0 Cycle Q Clear(g_c), s 51.0 82.2 0.0 0.0 37.7 0.0 17.8 0.0 0.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 757 3944 0 0 1604 528 0
V/C Ratio(X) 1.15 0.97 0.00 0.00 1.10 1.03 0.00
Avail Cap(c_a), veh/h 757 3944 0 0 1604 528 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.67 1.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.26 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 34.5 12.5 0.0 0.0 28.5 0.0 51.1 0.0 0.0 Incr Delay (d2), s/veh 83.1 9.1 0.0 0.0 47.1 0.0 45.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 38.0 24.1 0.0 0.0 18.1 0.0 11.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 117.6 21.6 0.0 0.0 75.6 0.0 96.9 0.0 0.0 LnGrp LOS F C A A F F A
Approach Vol, veh/h 4705 1761 542
Approach Delay, s/veh 39.4 75.6 96.9
Approach LOS D E F
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 98.0 55.0 43.0 22.0
Change Period (Y+Rc), s 5.3 4.0 5.3 4.2
Max Green Setting (Gmax), s 92.7 51.0 37.7 17.8
Max Q Clear Time (g_c+I1), s 84.2 53.0 39.7 19.8
Green Ext Time (p_c), s 8.3 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 52.9
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 1337
Queuing and Blocking Report Buildout (2035) + Project AM 06/16/2023
Buildout (2035) + Project AM SimTraffic ReportRick Engineering Company Page 1Intersection: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs RoadMovement EB EB EB EB WB WB WB NB NB NBDirections Served L T T T T T T L LT RMaximum Queue (ft) 251 315 354 372 74 108 128 311 311 291Average Queue (ft) 123 173 157 166 22 31 30 237 227 13095th Queue (ft) 201 273 275 319 61 85 79 306 292 297Link Distance (ft) 473 473 473 1082 1082 1082 1236 1236Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 500 585Storage Blk Time (%)Queuing Penalty (veh) 1338
Queuing and Blocking Report Buildout (2035) + Project PM 06/16/2023
Buildout (2035) + Project PM SimTraffic ReportRick Engineering Company Page 1Intersection: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs RoadMovement EB EB EB EB WB WB WB WB NB NB NBDirections Served L T T T T T T R L LT RMaximum Queue (ft) 473 529 473 483 123 151 160 78 428 416 155Average Queue (ft) 427 416 265 287 54 71 74 4 303 291 3395th Queue (ft) 523 620 485 476 115 138 131 28 405 402 132Link Distance (ft) 473 473 473 1082 1082 1082 1082 1236 1236Upstream Blk Time (%) 7 11 0 1Queuing Penalty (veh) 0 133 2 14Storage Bay Dist (ft) 500 585Storage Blk Time (%) 7 11Queuing Penalty (veh) 83 85 1339

RECOMMENDATIONS / MITIGATION

1340
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM
1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 1
Lane Group EBT EBR WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1036 317 1376 1259 0 336
Future Volume (vph) 1036 317 1376 1259 0 336
Turn Type NA Free NA Split NA Prot
Protected Phases 2 6 4 4 4
Permitted Phases Free
Detector Phase 2 6 4 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 15.3 29.3 14.6 14.6 14.6
Total Split (s) 50.0 50.0 70.0 70.0 70.0
Total Split (%) 41.7% 41.7% 58.3% 58.3% 58.3%
Yellow Time (s) 4.3 4.3 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 4.2 4.2 4.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None C-Max Max Max Max
Act Effct Green (s) 44.7 120.0 44.7 65.8 65.8 65.8
Actuated g/C Ratio 0.37 1.00 0.37 0.55 0.55 0.55
v/c Ratio 0.58 0.21 0.77 0.71 0.76 0.38
Control Delay 31.7 0.3 37.6 25.0 27.3 16.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.7 0.3 37.6 25.0 27.3 16.1

LOS C A D C C B
Approach Delay 24.3 37.6 24.2
Approach LOS C D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 28.5 Intersection LOS: C
Intersection Capacity Utilization 102.0% ICU Level of Service G Analysis Period (min) 15
Splits and Phases: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 1341
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1036 317 0 1376 0 0 0 0 1259 0 336 Future Volume (veh/h) 0 1036 317 0 1376 0 0 0 0 1259 0 336 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1870 0 1945 1870 1870 Adj Flow Rate, veh/h 0 1102 0 0 1464 0 1450 0 238
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 2 0 2 2 2
Cap, veh/h 0 1902 0 1902 0 2032 0 869
Arrive On Green 0.00 0.37 0.00 0.00 0.25 0.00 0.55 0.00 0.55 Sat Flow, veh/h 0 5274 1585 0 5443 0 3705 0 1585
Grp Volume(v), veh/h 0 1102 0 0 1464 0 1450 0 238
Grp Sat Flow(s),veh/h/ln 0 1702 1585 0 1702 0 1853 0 1585 Q Serve(g_s), s 0.0 20.7 0.0 0.0 32.0 0.0 34.9 0.0 9.6
Cycle Q Clear(g_c), s 0.0 20.7 0.0 0.0 32.0 0.0 34.9 0.0 9.6 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1902 0 1902 0 2032 0 869
V/C Ratio(X) 0.00 0.58 0.00 0.77 0.00 0.71 0.00 0.27
Avail Cap(c_a), veh/h 0 1902 0 1902 0 2032 0 869
HCM Platoon Ratio 1.00 1.00 1.00 1.00 0.67 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 30.1 0.0 0.0 40.2 0.0 20.1 0.0 14.4 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 3.1 0.0 2.2 0.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 8.2 0.0 0.0 14.2 0.0 15.1 0.0 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 30.6 0.0 0.0 43.3 0.0 22.3 0.0 15.2 LnGrp LOS A C A D A C A B
Approach Vol, veh/h 1102 1464 1688
Approach Delay, s/veh 30.6 43.3 21.3
Approach LOS C D C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 50.0 70.0 50.0
Change Period (Y+Rc), s 5.3 * 4.2 5.3
Max Green Setting (Gmax), s 44.7 * 66 44.7
Max Q Clear Time (g_c+I1), s 22.7 36.9 34.0
Green Ext Time (p_c), s 5.4 11.6 5.4
Intersection Summary
HCM 6th Ctrl Delay 31.3
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 1342
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM
2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 3
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 209 2083 1285 1024 329 0 276
Future Volume (vph) 209 2083 1285 1024 329 0 276
Turn Type Prot NA NA Free Split NA Free
Protected Phases 5 2 6 8 8
Permitted Phases Free Free
Detector Phase 5 2 6 8 8
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 10.0 10.0
Minimum Split (s) 11.0 22.3 15.3 14.2 14.2
Total Split (s) 33.0 90.0 57.0 30.0 30.0
Total Split (%) 27.5% 75.0% 47.5% 25.0% 25.0%
Yellow Time (s) 3.0 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 5.3 5.3 4.2 4.2
Lead/Lag Lead Lag
Lead-Lag Optimize?
Recall Mode None Max C-Max None None
Act Effct Green (s) 20.6 92.5 67.9 120.0 18.0 18.0 120.0 Actuated g/C Ratio 0.17 0.77 0.57 1.00 0.15 0.15 1.00
v/c Ratio 0.75 0.58 0.49 0.70 0.71 0.71 0.19
Control Delay 57.2 3.9 20.8 13.0 63.4 63.4 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 57.2 3.9 20.8 13.0 63.4 63.4 0.3

LOS E A C B E E A
Approach Delay 8.8 17.3 34.6
Approach LOS A B C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay: 15.6 Intersection LOS: B
Intersection Capacity Utilization 57.3% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 1343
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 2083 0 0 1285 1024 329 0 276 0 0 0 Future Volume (veh/h) 209 2083 0 0 1285 1024 329 0 276 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 227 2264 0 0 1397 0 358 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 261 3604 0 0 2687 446 0
Arrive On Green 0.15 0.71 0.00 0.00 0.53 0.00 0.13 0.00 0.00 Sat Flow, veh/h 1781 5274 0 0 5274 1585 3563 0 1585
Grp Volume(v), veh/h 227 2264 0 0 1397 0 358 0 0
Grp Sat Flow(s),veh/h/ln 1781 1702 0 0 1702 1585 1781 0 1585 Q Serve(g_s), s 15.0 28.1 0.0 0.0 21.4 0.0 11.7 0.0 0.0 Cycle Q Clear(g_c), s 15.0 28.1 0.0 0.0 21.4 0.0 11.7 0.0 0.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 261 3604 0 0 2687 446 0
V/C Ratio(X) 0.87 0.63 0.00 0.00 0.52 0.80 0.00
Avail Cap(c_a), veh/h 430 3604 0 0 2687 766 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.53 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 50.1 9.3 0.0 0.0 18.5 0.0 51.0 0.0 0.0 Incr Delay (d2), s/veh 10.3 0.8 0.0 0.0 0.4 0.0 3.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.2 8.8 0.0 0.0 7.9 0.0 5.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.4 10.2 0.0 0.0 18.9 0.0 54.4 0.0 0.0 LnGrp LOS E B A A B D A
Approach Vol, veh/h 2491 1397 358
Approach Delay, s/veh 14.7 18.9 54.4
Approach LOS B B D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 90.0 21.6 68.4 19.2
Change Period (Y+Rc), s 5.3 4.0 5.3 4.2
Max Green Setting (Gmax), s 84.7 29.0 51.7 25.8
Max Q Clear Time (g_c+I1), s 30.1 17.0 23.4 13.7
Green Ext Time (p_c), s 20.6 0.6 7.8 1.3
Intersection Summary
HCM 6th Ctrl Delay 19.5
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 1344
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM
3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 5
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 275 1836 194 194 1767 232 10 27 10 265 Future Volume (vph) 275 1836 194 194 1767 232 10 27 10 265 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 4
Detector Phase 5 2 2 1 6 3 8 7 4 4
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 7.0 10.0 7.0 10.0 7.0 10.0 10.0 Minimum Split (s) 11.5 21.3 21.3 11.5 21.3 11.5 20.6 11.5 20.6 20.6 Total Split (s) 19.0 53.0 53.0 15.0 49.0 17.0 40.5 11.5 35.0 35.0 Total Split (%) 15.8% 44.2% 44.2% 12.5% 40.8% 14.2% 33.8% 9.6% 29.2% 29.2% Yellow Time (s) 3.0 4.3 4.3 3.0 4.3 3.0 3.6 3.0 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 4.6 4.0 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize?
Recall Mode None C-Max C-Max None Max None Max None Max Max Act Effct Green (s) 14.0 48.1 48.1 10.6 44.7 12.4 40.7 7.1 31.0 31.0 Actuated g/C Ratio 0.12 0.40 0.40 0.09 0.37 0.10 0.34 0.06 0.26 0.26 v/c Ratio 0.72 0.75 0.28 0.69 0.81 0.71 0.09 0.14 0.01 0.68 Control Delay 56.7 29.1 4.8 78.1 19.5 63.9 8.3 55.1 33.7 50.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 56.7 29.1 4.8 78.1 19.5 63.9 8.3 55.1 33.7 50.0

LOS E C A E B E A E C D
Approach Delay 30.3 25.3 48.6 49.9
Approach LOS C C D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 30.7 Intersection LOS: C
Intersection Capacity Utilization 61.1% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 1345
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 275 1836 194 194 1767 52 232 10 78 27 10 265 Future Volume (veh/h) 275 1836 194 194 1767 52 232 10 78 27 10 265 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 289 1933 211 211 1860 55 252 11 85 28 11 279 Peak Hour Factor 0.95 0.95 0.92 0.92 0.95 0.95 0.92 0.92 0.92 0.95 0.92 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 350 2773 683 265 2629 78 311 547 488 122 900 402 Arrive On Green 0.10 0.43 0.43 0.15 0.81 0.81 0.09 0.31 0.31 0.04 0.25 0.25 Sat Flow, veh/h 3456 6434 1585 3456 6470 191 3456 1777 1585 3456 3554 1585 Grp Volume(v), veh/h 289 1933 211 211 1387 528 252 11 85 28 11 279 Grp Sat Flow(s),veh/h/ln 1728 1609 1585 1728 1609 1836 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 9.8 29.3 10.5 7.1 15.2 15.2 8.6 0.5 4.7 0.9 0.3 19.1 Cycle Q Clear(g_c), s 9.8 29.3 10.5 7.1 15.2 15.2 8.6 0.5 4.7 0.9 0.3 19.1 Prop In Lane 1.00 1.00 1.00 0.10 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 350 2773 683 265 1961 746 311 547 488 122 900 402 V/C Ratio(X) 0.83 0.70 0.31 0.80 0.71 0.71 0.81 0.02 0.17 0.23 0.01 0.69 Avail Cap(c_a), veh/h 432 2773 683 317 1961 746 374 547 488 216 900 402 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.9 27.8 22.4 49.9 8.1 8.1 53.6 28.9 30.4 56.3 33.6 40.6 Incr Delay (d2), s/veh 8.8 1.2 1.0 11.4 2.2 5.6 10.7 0.1 0.8 0.9 0.0 9.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 10.9 4.1 3.2 3.0 4.1 4.2 0.2 1.9 0.4 0.1 8.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.7 29.0 23.4 61.3 10.3 13.7 64.3 29.0 31.1 57.2 33.6 50.1 LnGrp LOS E C C E B B E C C E C D
Approach Vol, veh/h 2433 2126 348 318
Approach Delay, s/veh 32.4 16.2 55.1 50.2
Approach LOS C B E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.2 57.0 14.8 35.0 16.1 54.1 8.2 41.5 Change Period (Y+Rc), s 4.0 5.3 4.0 4.6 4.0 5.3 4.0 4.6 Max Green Setting (Gmax), s 11.0 47.7 13.0 30.4 15.0 43.7 7.5 35.9 Max Q Clear Time (g_c+I1), s 9.1 31.3 10.6 21.1 11.8 17.2 2.9 6.7 Green Ext Time (p_c), s 0.1 12.0 0.2 0.7 0.3 14.8 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 28.4
HCM 6th LOS C
1346
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM
5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 295 1420 135 232 1753 579 108 93 187 547 116 214 Future Volume (vph) 295 1420 135 232 1753 579 108 93 187 547 116 214 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 3 8 1 7 4
Permitted Phases 2 6 8 4
Detector Phase 5 2 2 1 6 6 3 8 1 7 4 4
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 7.0 10.0 10.0 7.0 10.0 7.0 7.0 10.0 10.0 Minimum Split (s) 11.0 15.3 15.3 11.5 38.3 38.3 11.0 20.6 11.5 14.9 14.9 14.9 Total Split (s) 17.0 52.9 52.9 18.5 54.4 54.4 12.0 20.6 18.5 28.0 36.6 36.6 Total Split (%) 14.2% 44.1% 44.1% 15.4% 45.3% 45.3% 10.0% 17.2% 15.4% 23.3% 30.5% 30.5% Yellow Time (s) 3.0 4.3 4.3 3.0 4.3 4.3 3.0 3.6 3.0 3.0 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.3 5.3 4.0 5.3 5.3 4.0 4.6 4.0 4.0 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead-Lag Optimize?
Recall Mode None None None None C-Max C-Max None None None Max Max Max Act Effct Green (s) 13.0 48.9 48.9 13.2 49.1 49.1 7.8 16.0 33.8 24.0 32.2 32.2 Actuated g/C Ratio 0.11 0.41 0.41 0.11 0.41 0.41 0.06 0.13 0.28 0.20 0.27 0.27 v/c Ratio 0.90 0.60 0.20 0.67 0.93 0.68 0.53 0.41 0.24 0.91 0.25 0.40 Control Delay 95.5 14.9 1.4 67.8 32.0 4.3 63.2 53.2 17.9 66.5 36.2 7.3 Queue Delay 0.0 0.0 0.0 0.0 4.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 95.5 14.9 1.4 67.8 36.0 4.6 63.2 53.2 17.9 66.5 36.2 7.3

LOS F B A E D A E D B E D A
Approach Delay 26.7 31.8 39.0 48.0
Approach LOS C C D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 95
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 33.2 Intersection LOS: C
Intersection Capacity Utilization 76.1% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 1347
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 295 1420 135 232 1753 579 108 93 187 547 116 214 Future Volume (veh/h) 295 1420 135 232 1753 579 108 93 187 547 116 214 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 314 1511 147 252 1865 616 117 101 203 582 126 228 Peak Hour Factor 0.94 0.94 0.92 0.92 0.94 0.94 0.92 0.92 0.92 0.94 0.92 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 363 2733 673 309 2089 649 198 232 595 691 499 423 Arrive On Green 0.21 0.85 0.85 0.18 0.82 0.82 0.06 0.12 0.12 0.20 0.27 0.27 Sat Flow, veh/h 3456 6434 1585 3456 5106 1585 3456 1870 2790 3456 1870 1585 Grp Volume(v), veh/h 314 1511 147 252 1865 616 117 101 203 582 126 228 Grp Sat Flow(s),veh/h/ln 1728 1609 1585 1728 1702 1585 1728 1870 1395 1728 1870 1585 Q Serve(g_s), s 10.5 8.0 2.1 8.4 29.5 38.0 4.0 6.0 7.4 19.4 6.4 14.8 Cycle Q Clear(g_c), s 10.5 8.0 2.1 8.4 29.5 38.0 4.0 6.0 7.4 19.4 6.4 14.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 363 2733 673 309 2089 649 198 232 595 691 499 423 V/C Ratio(X) 0.87 0.55 0.22 0.82 0.89 0.95 0.59 0.44 0.34 0.84 0.25 0.54 Avail Cap(c_a), veh/h 374 2733 673 418 2089 649 230 249 621 691 499 423 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.6 5.8 5.3 48.3 9.1 9.9 55.2 48.7 40.1 46.2 34.6 37.7 Incr Delay (d2), s/veh 18.3 0.2 0.2 8.9 6.3 25.0 3.0 1.3 0.3 11.9 1.2 4.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 1.7 0.7 3.6 4.7 8.1 1.8 2.9 2.6 9.4 3.0 6.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.9 6.0 5.5 57.2 15.5 34.8 58.2 50.0 40.4 58.1 35.8 42.6 LnGrp LOS E A A E B C E D D E D D
Approach Vol, veh/h 1972 2733 421 936
Approach Delay, s/veh 15.4 23.7 47.6 51.3
Approach LOS B C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.7 56.3 10.9 36.6 16.6 54.4 28.0 19.5 Change Period (Y+Rc), s 4.0 5.3 4.0 4.6 4.0 5.3 4.0 4.6 Max Green Setting (Gmax), s 14.5 47.6 8.0 32.0 13.0 49.1 24.0 16.0 Max Q Clear Time (g_c+I1), s 10.4 10.0 6.0 16.8 12.5 40.0 21.4 9.4 Green Ext Time (p_c), s 0.3 10.1 0.1 1.5 0.1 7.2 0.8 0.7 Intersection Summary
HCM 6th Ctrl Delay 26.9
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1348
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM
6: Murrieta Hot Springs Road & I-215 SB Off Ramp 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 9
Lane Group EBT WBT SBL SBR
Lane Configurations
Traffic Volume (vph) 2039 2046 665 602
Future Volume (vph) 2039 2046 665 602
Turn Type NA NA Prot Prot
Protected Phases 2 6 4 4
Permitted Phases
Detector Phase 2 6 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0
Minimum Split (s) 15.3 29.3 14.2 14.2
Total Split (s) 71.0 71.0 49.0 49.0
Total Split (%) 59.2% 59.2% 40.8% 40.8%
Yellow Time (s) 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 -0.2
Total Lost Time (s) 5.3 5.3 4.2 4.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Max C-Max None None
Act Effct Green (s) 70.9 70.9 39.6 39.8
Actuated g/C Ratio 0.59 0.59 0.33 0.33
v/c Ratio 0.75 0.75 0.76 0.82
Control Delay 15.4 18.1 39.7 50.1
Queue Delay 0.0 0.3 0.0 0.0
Total Delay 15.4 18.5 39.7 50.1

LOS B B D D
Approach Delay 15.4 18.5 42.9
Approach LOS B B D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 55
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 23.1 Intersection LOS: C
Intersection Capacity Utilization 122.2% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp 1349
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM 6: Murrieta Hot Springs Road & I-215 SB Off Ramp 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 10
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 0 2039 2046 0 665 602
Future Volume (veh/h) 0 2039 2046 0 665 602
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1945 1945
Adj Flow Rate, veh/h 0 2169 2177 0 885 449
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 0 2 2 0 2 2
Cap, veh/h 0 2796 2796 0 1178 527
Arrive On Green 0.00 0.55 1.00 0.00 0.32 0.32
Sat Flow, veh/h 0 5443 5443 0 3705 1648
Grp Volume(v), veh/h 0 2169 2177 0 885 449
Grp Sat Flow(s),veh/h/ln 0 1702 1702 0 1853 1648
Q Serve(g_s), s 0.0 40.1 0.0 0.0 25.7 30.6
Cycle Q Clear(g_c), s 0.0 40.1 0.0 0.0 25.7 30.6
Prop In Lane 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2796 2796 0 1178 527
V/C Ratio(X) 0.00 0.78 0.78 0.00 0.75 0.85
Avail Cap(c_a), veh/h 0 2796 2796 0 1383 618
HCM Platoon Ratio 1.00 1.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00
Uniform Delay (d), s/veh 0.0 21.4 0.0 0.0 36.7 38.2
Incr Delay (d2), s/veh 0.0 2.2 2.2 0.0 2.0 9.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 15.1 0.6 0.0 11.9 13.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 23.5 2.2 0.0 38.7 48.0
LnGrp LOS A C A A D D
Approach Vol, veh/h 2169 2177 1334
Approach Delay, s/veh 23.5 2.2 41.8
Approach LOS C A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 71.0 42.3 71.0
Change Period (Y+Rc), s 5.3 * 4.2 5.3
Max Green Setting (Gmax), s 65.7 * 45 65.7
Max Q Clear Time (g_c+I1), s 42.1 32.6 2.0
Green Ext Time (p_c), s 13.3 5.6 19.7
Intersection Summary
HCM 6th Ctrl Delay 19.7
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 1350
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM
7: I-215 NB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 11
Lane Group EBT WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 2189 2182 232 214
Future Volume (vph) 2189 2182 232 214
Turn Type NA NA Prot Perm
Protected Phases 2 6 8
Permitted Phases 8
Detector Phase 2 6 8 8
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0
Minimum Split (s) 32.3 15.3 14.2 14.2
Total Split (s) 97.0 97.0 23.0 23.0
Total Split (%) 80.8% 80.8% 19.2% 19.2%
Yellow Time (s) 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 4.2 4.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode Max C-Max Max Max
Act Effct Green (s) 91.7 91.7 18.8 18.8
Actuated g/C Ratio 0.76 0.76 0.16 0.16
v/c Ratio 0.61 0.61 0.41 0.46
Control Delay 7.2 7.1 48.0 42.8
Queue Delay 0.0 1.0 0.0 0.0
Total Delay 7.2 8.1 48.0 42.8

LOS A A D D
Approach Delay 7.2 8.1 45.5
Approach LOS A A D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 50
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.61
Intersection Signal Delay: 11.2 Intersection LOS: B
Intersection Capacity Utilization 58.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 1351
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) AM 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 12
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 2189 0 0 2182 232 214
Future Volume (veh/h) 2189 0 0 2182 232 214
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 0 1870 1945 1945
Adj Flow Rate, veh/h 2304 0 0 2297 244 225
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 0 0 2 2 2
Cap, veh/h 3902 0 0 3902 563 455
Arrive On Green 0.76 0.00 0.00 0.76 0.16 0.16
Sat Flow, veh/h 5443 0 0 5443 3594 2901
Grp Volume(v), veh/h 2304 0 0 2297 244 225
Grp Sat Flow(s),veh/h/ln 1702 0 0 1702 1797 1451
Q Serve(g_s), s 23.3 0.0 0.0 23.1 7.4 8.5
Cycle Q Clear(g_c), s 23.3 0.0 0.0 23.1 7.4 8.5
Prop In Lane 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 3902 0 0 3902 563 455
V/C Ratio(X) 0.59 0.00 0.00 0.59 0.43 0.50
Avail Cap(c_a), veh/h 3902 0 0 3902 563 455
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 6.1 0.0 0.0 6.1 45.8 46.3
Incr Delay (d2), s/veh 0.7 0.0 0.0 0.7 2.4 3.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.3 0.0 0.0 6.3 3.5 3.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.7 0.0 0.0 6.7 48.2 50.1
LnGrp LOS A A A A D D
Approach Vol, veh/h 2304 2297 469
Approach Delay, s/veh 6.7 6.7 49.1
Approach LOS A A D
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 97.0 97.0 23.0
Change Period (Y+Rc), s 5.3 5.3 4.2
Max Green Setting (Gmax), s 91.7 91.7 18.8
Max Q Clear Time (g_c+I1), s 25.3 25.1 10.5
Green Ext Time (p_c), s 22.5 22.4 1.5
Intersection Summary
HCM 6th Ctrl Delay 10.7
HCM 6th LOS B
1352
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM
1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 1
Lane Group EBT EBR WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 2262 346 1577 1045 0 213
Future Volume (vph) 2262 346 1577 1045 0 213
Turn Type NA Free NA Split NA Prot
Protected Phases 2 6 4 4 4
Permitted Phases Free
Detector Phase 2 6 4 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 15.3 29.3 14.6 14.6 14.6
Total Split (s) 69.0 69.0 51.0 51.0 51.0
Total Split (%) 57.5% 57.5% 42.5% 42.5% 42.5%
Yellow Time (s) 4.3 4.3 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 4.2 4.2 4.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None C-Max Max Max Max
Act Effct Green (s) 63.7 120.0 63.7 46.8 46.8 46.8
Actuated g/C Ratio 0.53 1.00 0.53 0.39 0.39 0.39
v/c Ratio 0.90 0.23 0.63 0.82 0.90 0.34
Control Delay 31.1 0.3 21.5 44.1 51.8 25.0
Queue Delay 13.9 0.0 0.0 0.0 0.0 0.0
Total Delay 45.1 0.3 21.5 44.1 51.8 25.0

LOS D A C D D C
Approach Delay 39.1 21.5 44.5
Approach LOS D C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.90
Intersection Signal Delay: 35.3 Intersection LOS: D
Intersection Capacity Utilization 121.4% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 1353
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2262 346 0 1577 0 0 0 0 1045 0 213 Future Volume (veh/h) 0 2262 346 0 1577 0 0 0 0 1045 0 213 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1870 0 1945 1870 1870 Adj Flow Rate, veh/h 0 2432 0 0 1696 0 1195 0 153
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 2 0 2 0 2 2 2
Cap, veh/h 0 2710 0 2710 0 1445 0 618
Arrive On Green 0.00 0.53 0.00 0.00 0.71 0.00 0.39 0.00 0.39 Sat Flow, veh/h 0 5274 1585 0 5443 0 3705 0 1585
Grp Volume(v), veh/h 0 2432 0 0 1696 0 1195 0 153
Grp Sat Flow(s),veh/h/ln 0 1702 1585 0 1702 0 1853 0 1585 Q Serve(g_s), s 0.0 51.2 0.0 0.0 21.0 0.0 34.8 0.0 7.8
Cycle Q Clear(g_c), s 0.0 51.2 0.0 0.0 21.0 0.0 34.8 0.0 7.8 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2710 0 2710 0 1445 0 618
V/C Ratio(X) 0.00 0.90 0.00 0.63 0.00 0.83 0.00 0.25
Avail Cap(c_a), veh/h 0 2710 0 2710 0 1445 0 618
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 25.2 0.0 0.0 11.4 0.0 33.0 0.0 24.7 Incr Delay (d2), s/veh 0.0 4.4 0.0 0.0 1.1 0.0 5.6 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 19.8 0.0 0.0 5.7 0.0 16.5 0.0 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 29.7 0.0 0.0 12.5 0.0 38.5 0.0 25.7 LnGrp LOS A C A B A D A C
Approach Vol, veh/h 2432 1696 1348
Approach Delay, s/veh 29.7 12.5 37.1
Approach LOS C B D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 69.0 51.0 69.0
Change Period (Y+Rc), s 5.3 * 4.2 5.3
Max Green Setting (Gmax), s 63.7 * 47 63.7
Max Q Clear Time (g_c+I1), s 53.2 36.8 23.0
Green Ext Time (p_c), s 8.3 5.1 11.3
Intersection Summary
HCM 6th Ctrl Delay 26.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 1354
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM
2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 3
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 730 2601 1337 1442 285 0 321
Future Volume (vph) 730 2601 1337 1442 285 0 321
Turn Type Prot NA NA Free Split NA Free
Protected Phases 5 2 6 8 8
Permitted Phases Free Free
Detector Phase 5 2 6 8 8
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 10.0 10.0
Minimum Split (s) 11.0 22.3 15.3 14.2 14.2
Total Split (s) 60.0 102.0 42.0 18.0 18.0
Total Split (%) 50.0% 85.0% 35.0% 15.0% 15.0%
Yellow Time (s) 3.0 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 5.3 5.3 4.2 4.2
Lead/Lag Lead Lag
Lead-Lag Optimize?
Recall Mode None Max C-Max None None
Act Effct Green (s) 54.3 97.3 39.1 120.0 13.2 13.2 120.0 Actuated g/C Ratio 0.45 0.81 0.33 1.00 0.11 0.11 1.00
v/c Ratio 0.95 0.66 0.84 0.95 0.80 0.81 0.21
Control Delay 53.6 3.6 36.4 31.7 82.5 83.2 0.3
Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0
Total Delay 53.6 3.7 36.4 31.7 82.5 83.2 0.3

LOS D A D C F F A
Approach Delay 14.6 33.9 39.2
Approach LOS B C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.95
Intersection Signal Delay: 24.8 Intersection LOS: C
Intersection Capacity Utilization 85.9% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 1355
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 730 2601 0 0 1337 1442 285 0 321 0 0 0 Future Volume (veh/h) 730 2601 0 0 1337 1442 285 0 321 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 760 2709 0 0 1393 0 297 0 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 790 4115 0 0 1681 359 0
Arrive On Green 0.44 0.81 0.00 0.00 0.55 0.00 0.10 0.00 0.00 Sat Flow, veh/h 1781 5274 0 0 5274 1585 3563 0 1585
Grp Volume(v), veh/h 760 2709 0 0 1393 0 297 0 0
Grp Sat Flow(s),veh/h/ln 1781 1702 0 0 1702 1585 1781 0 1585 Q Serve(g_s), s 49.7 26.3 0.0 0.0 27.1 0.0 9.8 0.0 0.0
Cycle Q Clear(g_c), s 49.7 26.3 0.0 0.0 27.1 0.0 9.8 0.0 0.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 790 4115 0 0 1681 359 0
V/C Ratio(X) 0.96 0.66 0.00 0.00 0.83 0.83 0.00
Avail Cap(c_a), veh/h 831 4115 0 0 1681 410 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.67 1.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.44 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 32.4 4.8 0.0 0.0 24.2 0.0 52.9 0.0 0.0 Incr Delay (d2), s/veh 22.0 0.8 0.0 0.0 2.2 0.0 11.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 24.7 6.0 0.0 0.0 8.1 0.0 5.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.4 5.7 0.0 0.0 26.4 0.0 64.8 0.0 0.0 LnGrp LOS D A A A C E A
Approach Vol, veh/h 3469 1393 297
Approach Delay, s/veh 16.3 26.4 64.8
Approach LOS B C E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 102.0 57.2 44.8 16.3
Change Period (Y+Rc), s 5.3 4.0 5.3 4.2
Max Green Setting (Gmax), s 96.7 56.0 36.7 13.8
Max Q Clear Time (g_c+I1), s 28.3 51.7 29.1 11.8
Green Ext Time (p_c), s 33.0 1.5 4.0 0.3
Intersection Summary
HCM 6th Ctrl Delay 21.9
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 1356
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM
3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 5
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 272 2316 200 200 2198 281 10 23 10 233 Future Volume (vph) 272 2316 200 200 2198 281 10 23 10 233 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 4
Detector Phase 5 2 2 1 6 3 8 7 4 4
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 7.0 10.0 7.0 10.0 7.0 10.0 10.0 Minimum Split (s) 11.5 21.3 21.3 11.5 21.3 11.5 20.6 11.5 20.6 20.6 Total Split (s) 17.0 59.0 59.0 14.0 56.0 18.0 35.5 11.5 29.0 29.0 Total Split (%) 14.2% 49.2% 49.2% 11.7% 46.7% 15.0% 29.6% 9.6% 24.2% 24.2% Yellow Time (s) 3.0 4.3 4.3 3.0 4.3 3.0 3.6 3.0 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 4.6 4.0 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize?
Recall Mode None Max Max None C-Max None Max None Max Max Act Effct Green (s) 12.6 53.9 53.9 9.8 51.1 13.4 35.7 7.1 25.0 25.0 Actuated g/C Ratio 0.10 0.45 0.45 0.08 0.43 0.11 0.30 0.06 0.21 0.21 v/c Ratio 0.77 0.82 0.25 0.73 0.86 0.75 0.11 0.11 0.01 0.72 Control Delay 62.2 27.6 3.5 65.8 20.4 64.7 8.6 54.8 38.4 58.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 62.2 27.6 3.5 65.8 20.4 64.7 8.6 54.8 38.4 58.2

LOS E C A E C E A D D E
Approach Delay 29.3 24.0 49.6 57.2
Approach LOS C C D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 29.7 Intersection LOS: C
Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 1357
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 272 2316 200 200 2198 77 281 10 93 23 10 233 Future Volume (veh/h) 272 2316 200 200 2198 77 281 10 93 23 10 233 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 278 2363 204 204 2243 79 287 10 95 23 10 238 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 335 2879 709 256 2731 96 346 484 431 108 723 322 Arrive On Green 0.10 0.45 0.45 0.15 0.85 0.85 0.10 0.27 0.27 0.03 0.20 0.20 Sat Flow, veh/h 3456 6434 1585 3456 6429 226 3456 1777 1585 3456 3554 1585 Grp Volume(v), veh/h 278 2363 204 204 1683 639 287 10 95 23 10 238 Grp Sat Flow(s),veh/h/ln 1728 1609 1585 1728 1609 1830 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 9.5 38.5 9.8 6.8 20.8 20.9 9.8 0.5 5.6 0.8 0.3 16.9 Cycle Q Clear(g_c), s 9.5 38.5 9.8 6.8 20.8 20.9 9.8 0.5 5.6 0.8 0.3 16.9 Prop In Lane 1.00 1.00 1.00 0.12 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 335 2879 709 256 2050 777 346 484 431 108 723 322 V/C Ratio(X) 0.83 0.82 0.29 0.80 0.82 0.82 0.83 0.02 0.22 0.21 0.01 0.74 Avail Cap(c_a), veh/h 374 2879 709 288 2050 777 403 484 431 216 723 322 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.76 0.76 0.76 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.2 28.9 21.0 50.2 6.8 6.8 53.0 32.0 33.8 56.7 38.2 44.8 Incr Delay (d2), s/veh 10.5 2.1 0.8 13.0 3.8 9.5 12.0 0.1 1.2 1.0 0.0 14.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 14.3 3.8 3.2 3.2 4.9 4.8 0.2 2.3 0.4 0.1 7.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.7 31.1 21.8 63.2 10.6 16.3 65.0 32.0 35.0 57.7 38.2 58.9 LnGrp LOS E C C E B B E C C E D E
Approach Vol, veh/h 2845 2526 392 271
Approach Delay, s/veh 33.6 16.3 56.9 58.0
Approach LOS C B E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.9 59.0 16.0 29.0 15.6 56.3 7.7 37.3 Change Period (Y+Rc), s 4.0 5.3 4.0 4.6 4.0 5.3 4.0 4.6 Max Green Setting (Gmax), s 10.0 53.7 14.0 24.4 13.0 50.7 7.5 30.9 Max Q Clear Time (g_c+I1), s 8.8 40.5 11.8 18.9 11.5 22.9 2.8 7.6 Green Ext Time (p_c), s 0.1 11.4 0.2 0.4 0.1 19.0 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 29.0
HCM 6th LOS C
1358
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM
5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 219 1923 140 242 2145 664 131 112 225 646 120 338 Future Volume (vph) 219 1923 140 242 2145 664 131 112 225 646 120 338 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 3 8 1 7 4
Permitted Phases 2 6 8 4
Detector Phase 5 2 2 1 6 6 3 8 1 7 4 4
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 7.0 10.0 10.0 7.0 10.0 7.0 7.0 10.0 10.0 Minimum Split (s) 11.0 15.3 15.3 11.5 38.3 38.3 11.0 20.6 11.5 14.9 14.9 14.9 Total Split (s) 13.0 54.6 54.6 16.1 57.7 57.7 11.0 20.6 16.1 28.7 38.3 38.3 Total Split (%) 10.8% 45.5% 45.5% 13.4% 48.1% 48.1% 9.2% 17.2% 13.4% 23.9% 31.9% 31.9% Yellow Time (s) 3.0 4.3 4.3 3.0 4.3 4.3 3.0 3.6 3.0 3.0 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.3 5.3 4.0 5.3 5.3 4.0 4.6 4.0 4.0 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead-Lag Optimize?
Recall Mode None None None None C-Max C-Max None None None Max Max Max Act Effct Green (s) 9.0 49.6 49.6 11.8 52.4 52.4 7.0 16.0 32.4 24.7 33.7 33.7 Actuated g/C Ratio 0.08 0.41 0.41 0.10 0.44 0.44 0.06 0.13 0.27 0.21 0.28 0.28 v/c Ratio 0.99 0.82 0.21 0.78 1.09 0.78 0.71 0.49 0.30 1.07 0.25 0.68 Control Delay 118.5 14.1 1.5 70.1 69.5 6.5 75.1 55.7 22.0 99.3 35.0 28.8 Queue Delay 0.0 0.0 0.0 0.0 5.8 1.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 118.5 14.1 1.5 70.1 75.4 7.5 75.1 55.7 22.0 99.3 35.0 28.8

LOS F B A E E A E E C F C C
Approach Delay 23.3 60.2 44.9 70.7
Approach LOS C E D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 145
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay: 48.6 Intersection LOS: D
Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 1359
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 219 1923 140 242 2145 664 131 112 225 646 120 338 Future Volume (veh/h) 219 1923 140 242 2145 664 131 112 225 646 120 338 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 238 2090 152 263 2332 722 142 122 245 702 130 367 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 259 2706 667 315 2230 692 200 248 625 711 525 445 Arrive On Green 0.08 0.42 0.42 0.18 0.87 0.87 0.06 0.13 0.13 0.21 0.28 0.28 Sat Flow, veh/h 3456 6434 1585 3456 5106 1585 3456 1870 2790 3456 1870 1585 Grp Volume(v), veh/h 238 2090 152 263 2332 722 142 122 245 702 130 367 Grp Sat Flow(s),veh/h/ln 1728 1609 1585 1728 1702 1585 1728 1870 1395 1728 1870 1585 Q Serve(g_s), s 8.2 33.5 7.4 8.8 52.4 52.4 4.8 7.3 9.0 24.3 6.4 26.0 Cycle Q Clear(g_c), s 8.2 33.5 7.4 8.8 52.4 52.4 4.8 7.3 9.0 24.3 6.4 26.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 259 2706 667 315 2230 692 200 248 625 711 525 445 V/C Ratio(X) 0.92 0.77 0.23 0.84 1.05 1.04 0.71 0.49 0.39 0.99 0.25 0.82 Avail Cap(c_a), veh/h 259 2706 667 348 2230 692 202 249 626 711 525 445 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.1 29.8 22.3 48.2 7.6 7.6 55.5 48.3 39.6 47.5 33.4 40.4 Incr Delay (d2), s/veh 34.9 1.4 0.2 14.9 32.4 46.0 11.0 1.5 0.4 30.7 1.1 15.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 12.5 2.8 4.0 9.5 11.6 2.4 3.5 3.1 13.3 3.1 12.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 90.0 31.3 22.5 63.1 40.0 53.6 66.5 49.8 40.0 78.2 34.5 56.2 LnGrp LOS F C C E F F E D D E C E
Approach Vol, veh/h 2480 3317 509 1199
Approach Delay, s/veh 36.4 44.8 49.7 66.7
Approach LOS D D D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.9 55.8 10.9 38.3 13.0 57.7 28.7 20.5 Change Period (Y+Rc), s 4.0 5.3 4.0 4.6 4.0 5.3 4.0 4.6 Max Green Setting (Gmax), s 12.1 49.3 7.0 33.7 9.0 52.4 24.7 16.0 Max Q Clear Time (g_c+I1), s 10.8 35.5 6.8 28.0 10.2 54.4 26.3 11.0 Green Ext Time (p_c), s 0.1 9.4 0.0 1.2 0.0 0.0 0.0 0.8 Intersection Summary
HCM 6th Ctrl Delay 45.8
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. 1360
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM
6: Murrieta Hot Springs Road & I-215 SB Off Ramp 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 9
Lane Group EBT WBT SBL SBR
Lane Configurations
Traffic Volume (vph) 2670 2526 699 473
Future Volume (vph) 2670 2526 699 473
Turn Type NA NA Prot Prot
Protected Phases 2 6 4 4
Permitted Phases
Detector Phase 2 6 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0
Minimum Split (s) 15.3 29.3 14.2 14.2
Total Split (s) 80.6 80.6 39.4 39.4
Total Split (%) 67.2% 67.2% 32.8% 32.8%
Yellow Time (s) 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 -0.2
Total Lost Time (s) 5.3 5.3 4.2 4.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Max C-Max None None
Act Effct Green (s) 76.9 76.9 33.6 33.8
Actuated g/C Ratio 0.64 0.64 0.28 0.28
v/c Ratio 0.90 0.85 0.82 0.89
Control Delay 18.7 14.7 47.5 64.5
Queue Delay 0.0 17.1 0.0 0.0
Total Delay 18.7 31.8 47.5 64.5

LOS B C D E
Approach Delay 18.7 31.8 52.8
Approach LOS B C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.90
Intersection Signal Delay: 30.2 Intersection LOS: C
Intersection Capacity Utilization 139.2% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp 1361
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM 6: Murrieta Hot Springs Road & I-215 SB Off Ramp 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 10
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 0 2670 2526 0 699 473
Future Volume (veh/h) 0 2670 2526 0 699 473
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1945 1945
Adj Flow Rate, veh/h 0 2840 2687 0 826 416
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 0 2 2 0 2 2
Cap, veh/h 0 3204 3204 0 1034 463
Arrive On Green 0.00 0.63 1.00 0.00 0.28 0.28
Sat Flow, veh/h 0 5443 5443 0 3705 1648
Grp Volume(v), veh/h 0 2840 2687 0 826 416
Grp Sat Flow(s),veh/h/ln 0 1702 1702 0 1853 1648
Q Serve(g_s), s 0.0 56.0 0.0 0.0 24.8 29.1
Cycle Q Clear(g_c), s 0.0 56.0 0.0 0.0 24.8 29.1
Prop In Lane 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3204 3204 0 1034 463
V/C Ratio(X) 0.00 0.89 0.84 0.00 0.80 0.90
Avail Cap(c_a), veh/h 0 3204 3204 0 1087 486
HCM Platoon Ratio 1.00 1.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00
Uniform Delay (d), s/veh 0.0 18.8 0.0 0.0 40.1 41.5
Incr Delay (d2), s/veh 0.0 4.1 2.8 0.0 4.1 18.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 20.1 0.8 0.0 11.8 14.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 22.8 2.8 0.0 44.3 60.5
LnGrp LOS A C A A D E
Approach Vol, veh/h 2840 2687 1242
Approach Delay, s/veh 22.8 2.8 49.7
Approach LOS C A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 80.6 37.7 80.6
Change Period (Y+Rc), s 5.3 * 4.2 5.3
Max Green Setting (Gmax), s 75.3 * 35 75.3
Max Q Clear Time (g_c+I1), s 58.0 31.1 2.0
Green Ext Time (p_c), s 14.2 2.3 33.3
Intersection Summary
HCM 6th Ctrl Delay 19.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 1362
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM
7: I-215 NB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 11
Lane Group EBT WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 2698 2555 237 318
Future Volume (vph) 2698 2555 237 318
Turn Type NA NA Prot Perm
Protected Phases 2 6 8
Permitted Phases 8
Detector Phase 2 6 8 8
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0
Minimum Split (s) 32.3 15.3 14.2 14.2
Total Split (s) 94.9 94.9 25.1 25.1
Total Split (%) 79.1% 79.1% 20.9% 20.9%
Yellow Time (s) 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 4.2 4.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode Max C-Max Max Max
Act Effct Green (s) 89.6 89.6 20.9 20.9
Actuated g/C Ratio 0.75 0.75 0.17 0.17
v/c Ratio 0.79 0.75 0.39 0.65
Control Delay 8.4 10.4 45.9 51.5
Queue Delay 0.2 4.8 0.0 0.0
Total Delay 8.6 15.1 45.9 51.5

LOS A B D D
Approach Delay 8.6 15.1 49.1
Approach LOS A B D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 15.4 Intersection LOS: B
Intersection Capacity Utilization 71.2% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 1363
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2025) PM 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 12
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 2698 0 0 2555 237 318
Future Volume (veh/h) 2698 0 0 2555 237 318
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 0 1870 1945 1945
Adj Flow Rate, veh/h 2901 0 0 2747 255 342
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 2 0 0 2 2 2
Cap, veh/h 3813 0 0 3813 626 505
Arrive On Green 0.75 0.00 0.00 0.75 0.17 0.17
Sat Flow, veh/h 5443 0 0 5443 3594 2901
Grp Volume(v), veh/h 2901 0 0 2747 255 342
Grp Sat Flow(s),veh/h/ln 1702 0 0 1702 1797 1451
Q Serve(g_s), s 40.0 0.0 0.0 35.4 7.6 13.2
Cycle Q Clear(g_c), s 40.0 0.0 0.0 35.4 7.6 13.2
Prop In Lane 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 3813 0 0 3813 626 505
V/C Ratio(X) 0.76 0.00 0.00 0.72 0.41 0.68
Avail Cap(c_a), veh/h 3813 0 0 3813 626 505
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 8.9 0.0 0.0 8.3 44.0 46.4
Incr Delay (d2), s/veh 1.5 0.0 0.0 1.2 2.0 7.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 11.5 0.0 0.0 10.1 3.6 5.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.4 0.0 0.0 9.5 46.0 53.5
LnGrp LOS B A A A D D
Approach Vol, veh/h 2901 2747 597
Approach Delay, s/veh 10.4 9.5 50.3
Approach LOS B A D
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 94.9 94.9 25.1
Change Period (Y+Rc), s 5.3 5.3 4.2
Max Green Setting (Gmax), s 89.6 89.6 20.9
Max Q Clear Time (g_c+I1), s 42.0 37.4 15.2
Green Ext Time (p_c), s 31.2 29.9 1.5
Intersection Summary
HCM 6th Ctrl Delay 13.8
HCM 6th LOS B
1364
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2025) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 1
Intersection: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB WB WB WB SB SB SB
Directions Served T T T T T T L LTR R
Maximum Queue (ft) 294 240 153 53 63 83 494 580 440
Average Queue (ft) 224 154 50 51 58 46 328 368 235
95th Queue (ft) 306 249 106 53 61 67 465 510 404
Link Distance (ft) 48 48 48 566 566
Upstream Blk Time (%) 30 28 10 0
Queuing Penalty (veh) 139 129 48 0
Storage Bay Dist (ft) 480
Storage Blk Time (%) 1
Queuing Penalty (veh) 1
Intersection: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road Movement EB EB EB EB WB WB WB WB NB NB NB
Directions Served L T T T T T T R L LT R
Maximum Queue (ft) 231 137 162 157 109 164 143 67 173 199 181 Average Queue (ft) 123 70 33 16 46 64 69 2 117 120 43
95th Queue (ft) 189 121 93 68 102 130 135 22 170 185 155 Link Distance (ft) 473 473 473 1082 1082 1082 1082 1236 1236 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 500 585
Storage Blk Time (%)
Queuing Penalty (veh)
1365
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2025) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 2
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 135 180 228 238 242 207 26 110 121 119 172 235 Average Queue (ft) 60 86 158 169 159 119 3 48 66 29 82 131 95th Queue (ft) 118 151 229 229 226 195 16 95 109 74 150 207 Link Distance (ft) 1082 1082 1082 1082 271 271 271
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 310 310 320 245 245
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement WB NB NB NB NB SB SB SB SB SB
Directions Served TR L L T TR L L T T R
Maximum Queue (ft) 271 157 234 27 71 6 55 17 271 259
Average Queue (ft) 181 91 114 8 30 0 10 5 9 164
95th Queue (ft) 253 142 191 26 63 2 32 18 89 245
Link Distance (ft) 271 275 275 275 275 269 269
Upstream Blk Time (%) 0 0 0
Queuing Penalty (veh) 2 0 0
Storage Bay Dist (ft) 235 235 235
Storage Blk Time (%) 2
Queuing Penalty (veh) 0
Intersection: 4: Proj. Dwy 2 & Murrieta Hot Springs Road Movement WB NB
Directions Served T R
Maximum Queue (ft) 31 45
Average Queue (ft) 1 27
95th Queue (ft) 10 43
Link Distance (ft) 307 288
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
1366
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2025) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 3
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 179 181 140 203 218 91 50 176 167 232 261 273 Average Queue (ft) 119 129 75 110 128 16 18 61 82 121 178 234 95th Queue (ft) 163 173 128 174 200 54 38 139 133 226 264 275 Link Distance (ft) 307 307 307 307 240 240 240
Upstream Blk Time (%) 0 0 4
Queuing Penalty (veh) 1 3 27
Storage Bay Dist (ft) 245 245 215 300 300
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement WB NB NB NB NB NB SB SB SB SB
Directions Served R L L T R R L L T R
Maximum Queue (ft) 166 134 120 134 263 24 162 175 323 175 Average Queue (ft) 55 55 49 76 99 4 159 174 282 58
95th Queue (ft) 108 106 92 131 207 19 171 176 305 123
Link Distance (ft) 240 311 311 311 311 311
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150 150 150
Storage Blk Time (%) 6 64 1 1
Queuing Penalty (veh) 19 211 8 9
Intersection: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp Movement EB EB EB WB WB WB SB SB SB
Directions Served T T T T T T L LR R
Maximum Queue (ft) 75 117 98 138 160 139 842 861 495
Average Queue (ft) 72 76 77 105 116 121 772 820 433
95th Queue (ft) 75 92 90 143 156 131 935 903 643
Link Distance (ft) 70 70 70 113 113 113 827 827
Upstream Blk Time (%) 27 33 37 9 14 37 16 30
Queuing Penalty (veh) 182 223 253 63 95 254 0 0
Storage Bay Dist (ft) 470
Storage Blk Time (%) 63 0
Queuing Penalty (veh) 188 2
1367
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2025) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 4
Intersection: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB WB WB WB NB NB NB NB
Directions Served T T T T T T L L R R
Maximum Queue (ft) 160 162 166 52 71 77 149 177 200 144 Average Queue (ft) 114 114 124 26 26 46 65 102 118 61
95th Queue (ft) 169 174 168 44 54 68 116 159 170 140
Link Distance (ft) 144 144 144 15 15 15 1042 1042
Upstream Blk Time (%) 3 2 3 15 12 33
Queuing Penalty (veh) 20 17 20 110 87 242
Storage Bay Dist (ft) 1000 1000
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2352
1368
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2025) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 1
Intersection: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB WB WB WB SB SB SB
Directions Served T T T T T T L LTR R
Maximum Queue (ft) 331 314 294 74 85 65 582 582 505
Average Queue (ft) 297 253 210 52 56 41 431 387 259
95th Queue (ft) 311 331 328 61 78 68 602 539 473
Link Distance (ft) 48 48 48 566 566
Upstream Blk Time (%) 22 18 10 2 1
Queuing Penalty (veh) 114 93 52 0 0
Storage Bay Dist (ft) 480
Storage Blk Time (%) 2 0
Queuing Penalty (veh) 2 0
Intersection: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road Movement EB EB EB EB WB WB WB NB NB NB
Directions Served L T T T T T T L LT R
Maximum Queue (ft) 459 530 473 223 160 152 180 171 446 526 Average Queue (ft) 386 211 128 102 57 73 85 120 116 329 95th Queue (ft) 468 507 344 198 120 141 147 165 230 546 Link Distance (ft) 473 473 473 1082 1082 1082 1236 1236 Upstream Blk Time (%) 0 1 0
Queuing Penalty (veh) 0 6 1
Storage Bay Dist (ft) 500 585
Storage Blk Time (%) 0 1
Queuing Penalty (veh) 0 4
1369
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2025) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 2
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 121 334 342 294 339 318 27 106 84 84 250 305 Average Queue (ft) 70 98 186 215 245 180 2 40 56 30 97 176 95th Queue (ft) 109 179 278 295 335 276 12 84 83 67 188 275 Link Distance (ft) 1082 1082 1082 1082 271 271 271
Upstream Blk Time (%) 1
Queuing Penalty (veh) 4
Storage Bay Dist (ft) 310 310 320 245 245
Storage Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement WB NB NB NB NB SB SB SB SB SB
Directions Served TR L L T TR L L T T R
Maximum Queue (ft) 284 225 290 49 89 6 55 39 284 260
Average Queue (ft) 222 103 212 9 31 0 13 7 46 180
95th Queue (ft) 279 186 330 35 71 2 38 25 215 268
Link Distance (ft) 271 275 275 275 275 269 269
Upstream Blk Time (%) 3 24 2 1
Queuing Penalty (veh) 16 0 0 0
Storage Bay Dist (ft) 235 235 235
Storage Blk Time (%) 1 4
Queuing Penalty (veh) 3 0
Intersection: 4: Proj. Dwy 2 & Murrieta Hot Springs Road Movement EB EB WB WB NB
Directions Served T T T T R
Maximum Queue (ft) 40 136 31 118 83
Average Queue (ft) 1 11 1 6 38
95th Queue (ft) 13 61 10 43 66
Link Distance (ft) 271 271 307 307 288
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
1370
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2025) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 3
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 186 197 227 303 309 319 66 121 239 247 280 287 Average Queue (ft) 93 103 158 196 218 65 28 49 72 148 198 253 95th Queue (ft) 141 151 216 273 300 202 52 100 137 241 285 281 Link Distance (ft) 307 307 307 307 240 240 240
Upstream Blk Time (%) 0 1 0 0 0 2 12
Queuing Penalty (veh) 0 7 1 0 1 17 88
Storage Bay Dist (ft) 245 245 215 300 300
Storage Blk Time (%) 0 3 0 0
Queuing Penalty (veh) 0 4 0 0
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement WB NB NB NB NB NB SB SB SB SB
Directions Served R L L T R R L L T R
Maximum Queue (ft) 164 92 115 136 320 48 162 175 275 175 Average Queue (ft) 64 54 68 76 157 14 159 174 275 97
95th Queue (ft) 113 84 114 123 275 41 177 175 275 176
Link Distance (ft) 240 311 311 311 311 311
Upstream Blk Time (%) 1
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 150 150 150
Storage Blk Time (%) 5 62 0 4
Queuing Penalty (veh) 25 282 1 32
Intersection: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp Movement EB EB EB WB WB WB SB SB SB
Directions Served T T T T T T L LR R
Maximum Queue (ft) 76 112 121 120 147 145 861 879 495
Average Queue (ft) 73 77 90 91 93 124 842 846 395
95th Queue (ft) 75 93 118 132 147 133 848 861 675
Link Distance (ft) 70 70 70 113 113 113 827 827
Upstream Blk Time (%) 26 29 34 4 7 37 50 88
Queuing Penalty (veh) 233 259 299 32 57 313 0 0
Storage Bay Dist (ft) 470
Storage Blk Time (%) 76 0
Queuing Penalty (veh) 179 1
1371
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2025) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 4
Intersection: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB WB WB WB NB NB NB NB
Directions Served T T T T T T L L R R
Maximum Queue (ft) 181 164 187 52 52 77 123 173 201 186 Average Queue (ft) 151 148 140 31 29 49 56 101 146 97
95th Queue (ft) 181 170 183 44 50 72 104 158 201 181
Link Distance (ft) 144 144 144 15 15 15 1042 1042
Upstream Blk Time (%) 11 5 5 18 15 28
Queuing Penalty (veh) 95 49 42 151 130 243
Storage Bay Dist (ft) 1000 1000
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2838
1372
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM
1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 1
Lane Group EBT EBR WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1124 325 1434 1508 0 352
Future Volume (vph) 1124 325 1434 1508 0 352
Turn Type NA Free NA Split NA Prot
Protected Phases 2 6 4 4 4
Permitted Phases Free
Detector Phase 2 6 4 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 15.3 29.3 14.6 14.6 14.6
Total Split (s) 47.0 47.0 73.0 73.0 73.0
Total Split (%) 39.2% 39.2% 60.8% 60.8% 60.8%
Yellow Time (s) 4.3 4.3 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 4.2 4.2 4.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None C-Max Max Max Max
Act Effct Green (s) 41.7 120.0 41.7 68.8 68.8 68.8
Actuated g/C Ratio 0.35 1.00 0.35 0.57 0.57 0.57
v/c Ratio 0.68 0.22 0.86 0.80 0.89 0.39
Control Delay 35.8 0.3 37.6 27.4 34.9 14.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 35.8 0.3 37.6 27.4 34.9 14.7

LOS D A D C C B
Approach Delay 27.8 37.6 28.3
Approach LOS C D C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay: 31.0 Intersection LOS: C
Intersection Capacity Utilization 113.0% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 1373
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1124 325 0 1434 0 0 0 0 1508 0 352 Future Volume (veh/h) 0 1124 325 0 1434 0 0 0 0 1508 0 352 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1870 0 1945 1870 1870 Adj Flow Rate, veh/h 0 1196 0 0 1526 0 1720 0 249
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 2 0 2 2 2
Cap, veh/h 0 1774 0 1774 0 2124 0 909
Arrive On Green 0.00 0.35 0.00 0.00 0.23 0.00 0.57 0.00 0.57 Sat Flow, veh/h 0 5274 1585 0 5443 0 3705 0 1585
Grp Volume(v), veh/h 0 1196 0 0 1526 0 1720 0 249
Grp Sat Flow(s),veh/h/ln 0 1702 1585 0 1702 0 1853 0 1585 Q Serve(g_s), s 0.0 24.0 0.0 0.0 34.4 0.0 44.4 0.0 9.5
Cycle Q Clear(g_c), s 0.0 24.0 0.0 0.0 34.4 0.0 44.4 0.0 9.5 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1774 0 1774 0 2124 0 909
V/C Ratio(X) 0.00 0.67 0.00 0.86 0.00 0.81 0.00 0.27
Avail Cap(c_a), veh/h 0 1774 0 1774 0 2124 0 909
HCM Platoon Ratio 1.00 1.00 1.00 1.00 0.67 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 33.4 0.0 0.0 43.2 0.0 20.4 0.0 13.0 Incr Delay (d2), s/veh 0.0 1.0 0.0 0.0 5.7 0.0 3.5 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 9.6 0.0 0.0 15.7 0.0 19.2 0.0 3.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 34.4 0.0 0.0 48.9 0.0 23.9 0.0 13.7 LnGrp LOS A C A D A C A B
Approach Vol, veh/h 1196 1526 1969
Approach Delay, s/veh 34.4 48.9 22.6
Approach LOS C D C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 47.0 73.0 47.0
Change Period (Y+Rc), s 5.3 * 4.2 5.3
Max Green Setting (Gmax), s 41.7 * 69 41.7
Max Q Clear Time (g_c+I1), s 26.0 46.4 36.4
Green Ext Time (p_c), s 5.3 12.7 3.3
Intersection Summary
HCM 6th Ctrl Delay 34.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 1374
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM
2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 3
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 217 2402 1451 1105 344 0 417
Future Volume (vph) 217 2402 1451 1105 344 0 417
Turn Type Prot NA NA Free Split NA Free
Protected Phases 5 2 6 8 8
Permitted Phases Free Free
Detector Phase 5 2 6 8 8
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 10.0 10.0
Minimum Split (s) 11.0 22.3 15.3 14.2 14.2
Total Split (s) 32.0 91.0 59.0 29.0 29.0
Total Split (%) 26.7% 75.8% 49.2% 24.2% 24.2%
Yellow Time (s) 3.0 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 5.3 5.3 4.2 4.2
Lead/Lag Lead Lag
Lead-Lag Optimize?
Recall Mode None Max C-Max None None
Act Effct Green (s) 21.1 92.0 66.9 120.0 18.5 18.5 120.0 Actuated g/C Ratio 0.18 0.77 0.56 1.00 0.15 0.15 1.00
v/c Ratio 0.76 0.67 0.56 0.76 0.72 0.72 0.29
Control Delay 57.8 4.5 19.7 13.7 63.8 63.8 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 57.8 4.5 19.7 13.7 63.8 63.8 0.5

LOS E A B B E E A
Approach Delay 8.9 17.1 29.1
Approach LOS A B C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 15.0 Intersection LOS: B
Intersection Capacity Utilization 63.9% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 1375
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 217 2402 0 0 1451 1105 344 0 417 0 0 0 Future Volume (veh/h) 217 2402 0 0 1451 1105 344 0 417 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 236 2611 0 0 1577 0 374 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 269 3647 0 0 2705 461 0
Arrive On Green 0.15 0.71 0.00 0.00 0.53 0.00 0.13 0.00 0.00 Sat Flow, veh/h 1781 5274 0 0 5274 1585 3563 0 1585
Grp Volume(v), veh/h 236 2611 0 0 1577 0 374 0 0
Grp Sat Flow(s),veh/h/ln 1781 1702 0 0 1702 1585 1781 0 1585 Q Serve(g_s), s 15.6 35.9 0.0 0.0 25.2 0.0 12.3 0.0 0.0 Cycle Q Clear(g_c), s 15.6 35.9 0.0 0.0 25.2 0.0 12.3 0.0 0.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 269 3647 0 0 2705 461 0
V/C Ratio(X) 0.88 0.72 0.00 0.00 0.58 0.81 0.00
Avail Cap(c_a), veh/h 416 3647 0 0 2705 736 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.55 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 49.8 10.0 0.0 0.0 19.2 0.0 50.8 0.0 0.0 Incr Delay (d2), s/veh 12.5 1.2 0.0 0.0 0.5 0.0 3.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.7 11.0 0.0 0.0 9.3 0.0 5.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.3 11.3 0.0 0.0 19.7 0.0 54.5 0.0 0.0 LnGrp LOS E B A A B D A
Approach Vol, veh/h 2847 1577 374
Approach Delay, s/veh 15.5 19.7 54.5
Approach LOS B B D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 91.0 22.1 68.9 19.7
Change Period (Y+Rc), s 5.3 4.0 5.3 4.2
Max Green Setting (Gmax), s 85.7 28.0 53.7 24.8
Max Q Clear Time (g_c+I1), s 37.9 17.6 27.2 14.3
Green Ext Time (p_c), s 26.0 0.6 9.0 1.3
Intersection Summary
HCM 6th Ctrl Delay 19.9
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 1376
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM
3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 5
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 287 2137 339 339 1923 242 10 27 10 244 Future Volume (vph) 287 2137 339 339 1923 242 10 27 10 244 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 4
Detector Phase 5 2 2 1 6 3 8 7 4 4
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 7.0 10.0 7.0 10.0 7.0 10.0 10.0 Minimum Split (s) 11.5 21.3 21.3 11.5 21.3 11.5 20.6 11.5 20.6 20.6 Total Split (s) 18.0 53.8 53.8 20.1 55.9 16.1 34.6 11.5 30.0 30.0 Total Split (%) 15.0% 44.8% 44.8% 16.8% 46.6% 13.4% 28.8% 9.6% 25.0% 25.0% Yellow Time (s) 3.0 4.3 4.3 3.0 4.3 3.0 3.6 3.0 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 4.6 4.0 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize?
Recall Mode None C-Max C-Max None Max None Max None Max Max Act Effct Green (s) 13.6 49.0 49.0 15.6 51.0 11.8 34.8 7.1 25.7 25.7 Actuated g/C Ratio 0.11 0.41 0.41 0.13 0.42 0.10 0.29 0.06 0.21 0.21 v/c Ratio 0.78 0.86 0.43 0.82 0.77 0.78 0.10 0.14 0.01 0.76 Control Delay 65.8 34.3 4.7 74.2 17.8 69.0 9.4 55.1 37.6 60.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 65.8 34.3 4.7 74.2 17.8 69.0 9.4 55.1 37.6 60.0

LOS E C A E B E A E D E
Approach Delay 33.8 26.2 52.7 58.7
Approach LOS C C D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 33.1 Intersection LOS: C
Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 1377
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 287 2137 339 339 1923 54 242 10 81 27 10 244 Future Volume (veh/h) 287 2137 339 339 1923 54 242 10 81 27 10 244 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 302 2249 368 368 2024 57 263 11 88 28 11 257 Peak Hour Factor 0.95 0.95 0.92 0.92 0.95 0.95 0.92 0.92 0.92 0.95 0.92 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 359 2738 675 419 2870 81 319 477 426 122 752 336 Arrive On Green 0.10 0.43 0.43 0.24 0.89 0.89 0.09 0.27 0.27 0.04 0.21 0.21 Sat Flow, veh/h 3456 6434 1585 3456 6481 182 3456 1777 1585 3456 3554 1585 Grp Volume(v), veh/h 302 2249 368 368 1507 574 263 11 88 28 11 257 Grp Sat Flow(s),veh/h/ln 1728 1609 1585 1728 1609 1838 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 10.3 37.0 20.8 12.3 11.4 11.4 9.0 0.5 5.2 0.9 0.3 18.3 Cycle Q Clear(g_c), s 10.3 37.0 20.8 12.3 11.4 11.4 9.0 0.5 5.2 0.9 0.3 18.3 Prop In Lane 1.00 1.00 1.00 0.10 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 359 2738 675 419 2137 814 319 477 426 122 752 336 V/C Ratio(X) 0.84 0.82 0.55 0.88 0.71 0.71 0.82 0.02 0.21 0.23 0.01 0.77 Avail Cap(c_a), veh/h 403 2738 675 464 2137 814 348 477 426 216 752 336 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.76 0.76 0.76 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.8 30.4 25.8 44.6 4.5 4.5 53.5 32.3 34.0 56.3 37.4 44.5 Incr Delay (d2), s/veh 10.6 2.2 2.4 16.2 2.0 5.1 13.9 0.1 1.1 0.9 0.0 15.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 13.9 8.2 5.4 2.0 3.0 4.5 0.2 2.1 0.4 0.1 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.4 32.7 28.2 60.8 6.5 9.6 67.4 32.4 35.1 57.2 37.4 59.8 LnGrp LOS E C C E A A E C D E D E
Approach Vol, veh/h 2919 2449 362 296
Approach Delay, s/veh 35.3 15.3 58.5 58.8
Approach LOS D B E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.6 56.4 15.1 30.0 16.5 58.4 8.2 36.8 Change Period (Y+Rc), s 4.0 5.3 4.0 4.6 4.0 5.3 4.0 4.6 Max Green Setting (Gmax), s 16.1 48.5 12.1 25.4 14.0 50.6 7.5 30.0 Max Q Clear Time (g_c+I1), s 14.3 39.0 11.0 20.3 12.3 13.4 2.9 7.2 Green Ext Time (p_c), s 0.3 8.4 0.1 0.4 0.2 19.8 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 29.7
HCM 6th LOS C
1378
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM
5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 306 1571 203 476 2047 607 109 93 204 570 169 223 Future Volume (vph) 306 1571 203 476 2047 607 109 93 204 570 169 223 Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Perm Protected Phases 5 2 1 6 3 8 1 7 4
Permitted Phases 2 6 8 4
Detector Phase 5 2 2 1 6 6 3 8 1 7 4 4
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 7.0 10.0 10.0 7.0 10.0 7.0 7.0 10.0 10.0 Minimum Split (s) 11.0 15.3 15.3 11.5 38.3 38.3 11.0 20.6 11.5 14.9 14.9 14.9 Total Split (s) 16.0 47.1 47.1 25.7 56.8 56.8 12.0 20.6 25.7 26.6 35.2 35.2 Total Split (%) 13.3% 39.3% 39.3% 21.4% 47.3% 47.3% 10.0% 17.2% 21.4% 22.2% 29.3% 29.3% Yellow Time (s) 3.0 4.3 4.3 3.0 4.3 4.3 3.0 3.6 3.0 3.0 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.3 5.3 4.0 5.3 5.3 4.0 4.6 4.0 4.0 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lag Lead-Lag Optimize?
Recall Mode None None None None C-Max C-Max None None None Max Max Max Act Effct Green (s) 12.0 42.6 42.6 20.9 51.5 51.5 7.8 16.0 41.5 22.6 30.8 30.8 Actuated g/C Ratio 0.10 0.36 0.36 0.17 0.43 0.43 0.06 0.13 0.35 0.19 0.26 0.26 v/c Ratio 1.02 0.76 0.32 0.86 1.03 0.72 0.53 0.41 0.22 1.00 0.38 0.43 Control Delay 112.5 16.8 2.5 62.2 47.4 4.0 63.3 53.2 16.0 86.6 39.8 9.9 Queue Delay 0.0 0.0 0.0 0.0 27.3 0.6 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 112.5 16.8 2.5 62.2 74.7 4.5 63.3 53.2 16.0 86.6 39.8 9.9

LOS F B A E E A E D B F D A
Approach Delay 29.5 59.2 37.2 60.5
Approach LOS C E D E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 135
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 48.6 Intersection LOS: D
Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 1379
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 306 1571 203 476 2047 607 109 93 204 570 169 223 Future Volume (veh/h) 306 1571 203 476 2047 607 109 93 204 570 169 223 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 326 1671 221 517 2178 646 118 101 222 606 184 237 Peak Hour Factor 0.94 0.94 0.92 0.92 0.94 0.94 0.92 0.92 0.92 0.94 0.92 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 346 2347 578 568 2191 680 198 232 804 651 477 404 Arrive On Green 0.20 0.73 0.73 0.33 0.86 0.86 0.06 0.12 0.12 0.19 0.26 0.26 Sat Flow, veh/h 3456 6434 1585 3456 5106 1585 3456 1870 2790 3456 1870 1585 Grp Volume(v), veh/h 326 1671 221 517 2178 646 118 101 222 606 184 237 Grp Sat Flow(s),veh/h/ln 1728 1609 1585 1728 1702 1585 1728 1870 1395 1728 1870 1585 Q Serve(g_s), s 11.2 17.5 6.3 17.2 49.4 37.5 4.0 6.0 7.4 20.7 9.8 15.7 Cycle Q Clear(g_c), s 11.2 17.5 6.3 17.2 49.4 37.5 4.0 6.0 7.4 20.7 9.8 15.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 346 2347 578 568 2191 680 198 232 804 651 477 404 V/C Ratio(X) 0.94 0.71 0.38 0.91 0.99 0.95 0.60 0.44 0.28 0.93 0.39 0.59 Avail Cap(c_a), veh/h 346 2347 578 625 2191 680 230 249 830 651 477 404 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.7 12.7 11.2 39.4 8.3 7.5 55.2 48.7 33.0 47.9 36.9 39.2 Incr Delay (d2), s/veh 33.9 1.0 0.4 16.6 17.8 24.2 3.1 1.3 0.2 21.9 2.4 6.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 3.7 1.9 7.0 6.7 7.5 1.8 2.9 2.5 10.8 4.7 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 81.6 13.7 11.6 56.0 26.2 31.7 58.3 50.0 33.2 69.8 39.3 45.3 LnGrp LOS F B B E C C E D C E D D
Approach Vol, veh/h 2218 3341 441 1027
Approach Delay, s/veh 23.5 31.9 43.8 58.7
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 23.7 49.1 10.9 35.2 16.0 56.8 26.6 19.5 Change Period (Y+Rc), s 4.0 5.3 4.0 4.6 4.0 5.3 4.0 4.6 Max Green Setting (Gmax), s 21.7 41.8 8.0 30.6 12.0 51.5 22.6 16.0 Max Q Clear Time (g_c+I1), s 19.2 19.5 6.0 17.7 13.2 51.4 22.7 9.4 Green Ext Time (p_c), s 0.5 10.1 0.1 1.7 0.0 0.1 0.0 0.8 Intersection Summary
HCM 6th Ctrl Delay 33.9
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. 1380
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM
6: Murrieta Hot Springs Road & I-215 SB Off Ramp 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 9
Lane Group EBT WBT SBL SBR
Lane Configurations
Traffic Volume (vph) 2175 2426 701 806
Future Volume (vph) 2175 2426 701 806
Turn Type NA NA Prot Prot
Protected Phases 2 6 4 4
Permitted Phases
Detector Phase 2 6 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0
Minimum Split (s) 15.3 29.3 14.2 14.2
Total Split (s) 73.0 73.0 47.0 47.0
Total Split (%) 60.8% 60.8% 39.2% 39.2%
Yellow Time (s) 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 -0.2
Total Lost Time (s) 5.3 5.3 4.2 4.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Max C-Max None None
Act Effct Green (s) 68.5 68.5 42.0 42.2
Actuated g/C Ratio 0.57 0.57 0.35 0.35
v/c Ratio 0.82 0.92 0.86 0.94
Control Delay 20.0 25.2 43.9 63.5
Queue Delay 0.0 26.1 0.0 0.0
Total Delay 20.0 51.3 43.9 63.5

LOS B D D E
Approach Delay 20.0 51.3 50.1
Approach LOS B D D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 39.8 Intersection LOS: D
Intersection Capacity Utilization 140.3% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp 1381
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM 6: Murrieta Hot Springs Road & I-215 SB Off Ramp 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 10
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 0 2175 2426 0 701 806
Future Volume (veh/h) 0 2175 2426 0 701 806
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1945 1945
Adj Flow Rate, veh/h 0 2314 2581 0 1047 534
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 0 2 2 0 2 2
Cap, veh/h 0 2881 2881 0 1291 577
Arrive On Green 0.00 0.56 1.00 0.00 0.35 0.35
Sat Flow, veh/h 0 5443 5443 0 3705 1648
Grp Volume(v), veh/h 0 2314 2581 0 1047 534
Grp Sat Flow(s),veh/h/ln 0 1702 1702 0 1853 1648
Q Serve(g_s), s 0.0 43.3 0.0 0.0 30.8 37.4
Cycle Q Clear(g_c), s 0.0 43.3 0.0 0.0 30.8 37.4
Prop In Lane 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2881 2881 0 1291 577
V/C Ratio(X) 0.00 0.80 0.90 0.00 0.81 0.93
Avail Cap(c_a), veh/h 0 2881 2881 0 1321 591
HCM Platoon Ratio 1.00 1.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00
Uniform Delay (d), s/veh 0.0 20.8 0.0 0.0 35.5 37.5
Incr Delay (d2), s/veh 0.0 2.5 4.9 0.0 3.9 20.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 16.2 1.3 0.0 14.4 18.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 23.3 4.9 0.0 39.4 57.9
LnGrp LOS A C A A D E
Approach Vol, veh/h 2314 2581 1581
Approach Delay, s/veh 23.3 4.9 45.6
Approach LOS C A D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 73.0 46.0 73.0
Change Period (Y+Rc), s 5.3 * 4.2 5.3
Max Green Setting (Gmax), s 67.7 * 43 67.7
Max Q Clear Time (g_c+I1), s 45.3 39.4 2.0
Green Ext Time (p_c), s 14.0 2.4 29.1
Intersection Summary
HCM 6th Ctrl Delay 21.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 1382
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM
7: I-215 NB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 11
Lane Group EBT WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 2307 2398 414 224
Future Volume (vph) 2307 2398 414 224
Turn Type NA NA Prot Perm
Protected Phases 2 6 8
Permitted Phases 8
Detector Phase 2 6 8 8
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0
Minimum Split (s) 32.3 15.3 14.2 14.2
Total Split (s) 92.0 92.0 28.0 28.0
Total Split (%) 76.7% 76.7% 23.3% 23.3%
Yellow Time (s) 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 4.2 4.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode Max C-Max Max Max
Act Effct Green (s) 86.7 86.7 23.8 23.8
Actuated g/C Ratio 0.72 0.72 0.20 0.20
v/c Ratio 0.68 0.71 0.58 0.39
Control Delay 8.8 10.9 47.2 40.5
Queue Delay 0.1 3.0 0.0 0.0
Total Delay 8.8 13.9 47.2 40.5

LOS A B D D
Approach Delay 8.8 13.9 44.9
Approach LOS A B D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.71
Intersection Signal Delay: 15.4 Intersection LOS: B
Intersection Capacity Utilization 66.1% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 1383
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) AM 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 12
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 2307 0 0 2398 414 224
Future Volume (veh/h) 2307 0 0 2398 414 224
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 0 1870 1945 1945
Adj Flow Rate, veh/h 2428 0 0 2524 436 236
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 0 0 2 2 2
Cap, veh/h 3689 0 0 3689 713 575
Arrive On Green 0.72 0.00 0.00 0.72 0.20 0.20
Sat Flow, veh/h 5443 0 0 5443 3594 2901
Grp Volume(v), veh/h 2428 0 0 2524 436 236
Grp Sat Flow(s),veh/h/ln 1702 0 0 1702 1797 1451
Q Serve(g_s), s 30.2 0.0 0.0 32.6 13.3 8.5
Cycle Q Clear(g_c), s 30.2 0.0 0.0 32.6 13.3 8.5
Prop In Lane 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 3689 0 0 3689 713 575
V/C Ratio(X) 0.66 0.00 0.00 0.68 0.61 0.41
Avail Cap(c_a), veh/h 3689 0 0 3689 713 575
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 8.8 0.0 0.0 9.1 43.9 42.0
Incr Delay (d2), s/veh 0.9 0.0 0.0 1.0 3.9 2.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.1 0.0 0.0 9.9 6.3 3.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.7 0.0 0.0 10.2 47.8 44.1
LnGrp LOS A A A B D D
Approach Vol, veh/h 2428 2524 672
Approach Delay, s/veh 9.7 10.2 46.5
Approach LOS A B D
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 92.0 92.0 28.0
Change Period (Y+Rc), s 5.3 5.3 4.2
Max Green Setting (Gmax), s 86.7 86.7 23.8
Max Q Clear Time (g_c+I1), s 32.2 34.6 15.3
Green Ext Time (p_c), s 23.8 25.3 2.2
Intersection Summary
HCM 6th Ctrl Delay 14.3
HCM 6th LOS B
1384
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM
1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 1
Lane Group EBT EBR WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 2419 359 1698 1350 0 220
Future Volume (vph) 2419 359 1698 1350 0 220
Turn Type NA Free NA Split NA Prot
Protected Phases 2 6 4 4 4
Permitted Phases Free
Detector Phase 2 6 4 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0
Minimum Split (s) 15.3 29.3 14.6 14.6 14.6
Total Split (s) 66.0 66.0 54.0 54.0 54.0
Total Split (%) 55.0% 55.0% 45.0% 45.0% 45.0%
Yellow Time (s) 4.3 4.3 3.2 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 4.2 4.2 4.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None C-Max Max Max Max
Act Effct Green (s) 60.7 120.0 60.7 49.8 49.8 49.8
Actuated g/C Ratio 0.51 1.00 0.51 0.42 0.42 0.42
v/c Ratio 1.01 0.24 0.71 1.00 1.08 0.33
Control Delay 50.4 0.4 22.0 67.6 91.9 23.1
Queue Delay 34.8 0.0 0.0 0.0 0.0 0.0
Total Delay 85.2 0.4 22.0 67.6 91.9 23.1

LOS F A C E F C
Approach Delay 74.2 22.0 72.6
Approach LOS E C E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.08
Intersection Signal Delay: 59.1 Intersection LOS: E
Intersection Capacity Utilization 138.7% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 1385
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2419 359 0 1698 0 0 0 0 1350 0 220 Future Volume (veh/h) 0 2419 359 0 1698 0 0 0 0 1350 0 220 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1870 0 1945 1870 1870 Adj Flow Rate, veh/h 0 2601 0 0 1826 0 1526 0 158
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 2 0 2 0 2 2 2
Cap, veh/h 0 2583 0 2583 0 1538 0 658
Arrive On Green 0.00 0.51 0.00 0.00 0.67 0.00 0.41 0.00 0.41 Sat Flow, veh/h 0 5274 1585 0 5443 0 3705 0 1585
Grp Volume(v), veh/h 0 2601 0 0 1826 0 1526 0 158
Grp Sat Flow(s),veh/h/ln 0 1702 1585 0 1702 0 1853 0 1585 Q Serve(g_s), s 0.0 60.7 0.0 0.0 26.8 0.0 49.2 0.0 7.8
Cycle Q Clear(g_c), s 0.0 60.7 0.0 0.0 26.8 0.0 49.2 0.0 7.8 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2583 0 2583 0 1538 0 658
V/C Ratio(X) 0.00 1.01 0.00 0.71 0.00 0.99 0.00 0.24
Avail Cap(c_a), veh/h 0 2583 0 2583 0 1538 0 658
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 29.6 0.0 0.0 14.1 0.0 34.9 0.0 22.8 Incr Delay (d2), s/veh 0.0 19.4 0.0 0.0 1.7 0.0 21.2 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 27.1 0.0 0.0 7.6 0.0 26.1 0.0 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 49.1 0.0 0.0 15.7 0.0 56.1 0.0 23.7 LnGrp LOS A F A B A E A C
Approach Vol, veh/h 2601 1826 1684
Approach Delay, s/veh 49.1 15.7 53.1
Approach LOS D B D
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 66.0 54.0 66.0
Change Period (Y+Rc), s 5.3 * 4.2 5.3
Max Green Setting (Gmax), s 60.7 * 50 60.7
Max Q Clear Time (g_c+I1), s 62.7 51.2 28.8
Green Ext Time (p_c), s 0.0 0.0 11.9
Intersection Summary
HCM 6th Ctrl Delay 40.2
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 1386
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM
2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 3
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 767 2928 1670 1701 295 0 492
Future Volume (vph) 767 2928 1670 1701 295 0 492
Turn Type Prot NA NA Free Split NA Free
Protected Phases 5 2 6 8 8
Permitted Phases Free Free
Detector Phase 5 2 6 8 8
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 10.0 10.0
Minimum Split (s) 11.0 22.3 15.3 14.2 14.2
Total Split (s) 57.0 104.4 47.4 15.6 15.6
Total Split (%) 47.5% 87.0% 39.5% 13.0% 13.0%
Yellow Time (s) 3.0 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 5.3 5.3 4.2 4.2
Lead/Lag Lead Lag
Lead-Lag Optimize?
Recall Mode None Max C-Max None None
Act Effct Green (s) 53.0 99.1 42.1 120.0 11.4 11.4 120.0 Actuated g/C Ratio 0.44 0.83 0.35 1.00 0.10 0.10 1.00
v/c Ratio 1.02 0.73 0.98 1.12 0.96 0.97 0.32
Control Delay 65.2 3.9 44.2 80.9 116.6 118.1 0.5
Queue Delay 0.0 0.2 0.0 0.0 0.0 0.0 0.0
Total Delay 65.2 4.1 44.2 80.9 116.6 118.1 0.5

LOS E A D F F F A
Approach Delay 16.8 62.7 44.3
Approach LOS B E D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.12
Intersection Signal Delay: 39.3 Intersection LOS: D
Intersection Capacity Utilization 94.3% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 1387
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 767 2928 0 0 1670 1701 295 0 492 0 0 0 Future Volume (veh/h) 767 2928 0 0 1670 1701 295 0 492 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 799 3050 0 0 1740 0 307 0 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 0 0 2 2 2 2 2
Cap, veh/h 787 4217 0 0 1791 338 0
Arrive On Green 0.44 0.83 0.00 0.00 0.59 0.00 0.09 0.00 0.00 Sat Flow, veh/h 1781 5274 0 0 5274 1585 3563 0 1585
Grp Volume(v), veh/h 799 3050 0 0 1740 0 307 0 0
Grp Sat Flow(s),veh/h/ln 1781 1702 0 0 1702 1585 1781 0 1585 Q Serve(g_s), s 53.0 31.0 0.0 0.0 39.3 0.0 10.2 0.0 0.0 Cycle Q Clear(g_c), s 53.0 31.0 0.0 0.0 39.3 0.0 10.2 0.0 0.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 787 4217 0 0 1791 338 0
V/C Ratio(X) 1.02 0.72 0.00 0.00 0.97 0.91 0.00
Avail Cap(c_a), veh/h 787 4217 0 0 1791 338 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.67 1.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.26 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 33.5 4.5 0.0 0.0 24.3 0.0 53.8 0.0 0.0 Incr Delay (d2), s/veh 36.0 1.1 0.0 0.0 6.0 0.0 27.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 29.1 6.1 0.0 0.0 11.6 0.0 5.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.5 5.6 0.0 0.0 30.3 0.0 80.7 0.0 0.0 LnGrp LOS F A A A C F A
Approach Vol, veh/h 3849 1740 307
Approach Delay, s/veh 18.9 30.3 80.7
Approach LOS B C F
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 104.4 57.0 47.4 15.6
Change Period (Y+Rc), s 5.3 4.0 5.3 4.2
Max Green Setting (Gmax), s 99.1 53.0 42.1 11.4
Max Q Clear Time (g_c+I1), s 33.0 55.0 41.3 12.2
Green Ext Time (p_c), s 41.9 0.0 0.6 0.0
Intersection Summary
HCM 6th Ctrl Delay 25.5
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 1388
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM
3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 5
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 280 2600 405 406 2372 614 10 24 10 218 Future Volume (vph) 280 2600 405 406 2372 614 10 24 10 218 Turn Type Prot NA Perm Prot NA Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 4
Detector Phase 5 2 2 1 6 3 8 7 4 4
Switch Phase
Minimum Initial (s) 7.0 10.0 10.0 7.0 10.0 7.0 10.0 7.0 10.0 10.0 Minimum Split (s) 11.5 21.3 21.3 11.5 21.3 11.5 20.6 11.5 20.6 20.6 Total Split (s) 15.0 53.9 53.9 18.7 57.6 25.8 35.9 11.5 21.6 21.6 Total Split (%) 12.5% 44.9% 44.9% 15.6% 48.0% 21.5% 29.9% 9.6% 18.0% 18.0% Yellow Time (s) 3.0 4.3 4.3 3.0 4.3 3.0 3.6 3.0 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 4.6 4.0 4.6 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize?
Recall Mode None Max Max None C-Max None Max None Max Max Act Effct Green (s) 11.0 48.6 48.6 14.7 52.3 21.8 36.1 7.1 17.0 17.0 Actuated g/C Ratio 0.09 0.40 0.40 0.12 0.44 0.18 0.30 0.06 0.14 0.14 v/c Ratio 0.91 1.02 0.48 0.99 0.90 1.01 0.21 0.12 0.02 0.99 Control Delay 78.8 54.0 5.3 77.5 21.7 86.7 5.9 54.9 44.6 109.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 78.8 54.0 5.3 77.5 21.7 86.7 5.9 54.9 44.6 109.8

LOS E D A E C F A D D F
Approach Delay 50.1 29.6 65.8 102.1
Approach LOS D C E F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 130
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.02
Intersection Signal Delay: 45.6 Intersection LOS: D
Intersection Capacity Utilization 85.0% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 1389
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 280 2600 405 406 2372 79 614 10 205 24 10 218 Future Volume (veh/h) 280 2600 405 406 2372 79 614 10 205 24 10 218 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 286 2653 413 414 2420 81 627 10 209 24 10 222 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 317 2606 642 423 2808 94 628 517 462 111 503 225 Arrive On Green 0.09 0.40 0.40 0.25 0.87 0.87 0.18 0.29 0.29 0.03 0.14 0.14 Sat Flow, veh/h 3456 6434 1585 3456 6442 215 3456 1777 1585 3456 3554 1585 Grp Volume(v), veh/h 286 2653 413 414 1812 689 627 10 209 24 10 222 Grp Sat Flow(s),veh/h/ln 1728 1609 1585 1728 1609 1832 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 9.8 48.6 25.2 14.3 23.2 23.4 21.8 0.5 12.9 0.8 0.3 16.8 Cycle Q Clear(g_c), s 9.8 48.6 25.2 14.3 23.2 23.4 21.8 0.5 12.9 0.8 0.3 16.8 Prop In Lane 1.00 1.00 1.00 0.12 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 317 2606 642 423 2103 798 628 517 462 111 503 225 V/C Ratio(X) 0.90 1.02 0.64 0.98 0.86 0.86 1.00 0.02 0.45 0.22 0.02 0.99 Avail Cap(c_a), veh/h 317 2606 642 423 2103 798 628 517 462 216 503 225 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.69 0.69 0.69 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.0 35.7 28.7 45.1 5.8 5.8 49.1 30.3 34.7 56.6 44.3 51.4 Incr Delay (d2), s/veh 20.9 19.4 3.4 37.8 4.9 11.9 35.6 0.1 3.2 1.0 0.1 57.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 21.3 10.1 7.3 3.3 5.2 12.4 0.2 5.4 0.4 0.1 10.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.9 55.1 32.1 83.0 10.8 17.8 84.7 30.4 37.9 57.6 44.4 108.6 LnGrp LOS E F C F B B F C D E D F
Approach Vol, veh/h 3352 2915 846 256
Approach Delay, s/veh 54.0 22.7 72.5 101.3
Approach LOS D C E F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.7 53.9 25.8 21.6 15.0 57.6 7.9 39.5 Change Period (Y+Rc), s 4.0 5.3 4.0 4.6 4.0 5.3 4.0 4.6 Max Green Setting (Gmax), s 14.7 48.6 21.8 17.0 11.0 52.3 7.5 31.3 Max Q Clear Time (g_c+I1), s 16.3 50.6 23.8 18.8 11.8 25.4 2.8 14.9 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 20.0 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 45.4
HCM 6th LOS D
1390
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM
5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 227 2173 278 499 2395 696 256 216 551 675 238 352 Future Volume (vph) 227 2173 278 499 2395 696 256 216 551 675 238 352 Turn Type Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Protected Phases 5 2 3 1 6 7 3 8 1 7 4 5
Permitted Phases 2 6 8 4
Detector Phase 5 2 3 1 6 7 3 8 1 7 4 5
Switch Phase
Minimum Initial (s) 7.0 10.0 7.0 7.0 10.0 7.0 7.0 10.0 7.0 7.0 10.0 7.0 Minimum Split (s) 11.0 15.3 11.0 11.0 38.3 11.0 11.0 14.6 11.0 11.0 14.6 11.0 Total Split (s) 11.0 53.0 16.0 22.0 64.0 27.0 16.0 18.0 22.0 27.0 29.0 11.0 Total Split (%) 9.2% 44.2% 13.3% 18.3% 53.3% 22.5% 13.3% 15.0% 18.3% 22.5% 24.2% 9.2% Yellow Time (s) 3.0 4.3 3.0 3.0 4.3 3.0 3.0 3.6 3.0 3.0 3.6 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.3 4.0 4.0 5.3 4.0 4.0 4.6 4.0 4.0 4.6 4.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize?
Recall Mode None None None None C-Min Min None None None Min Min None Act Effct Green (s) 7.0 47.7 64.9 18.0 58.7 87.0 11.9 13.4 36.0 23.0 24.5 36.1 Actuated g/C Ratio 0.06 0.40 0.54 0.15 0.49 0.72 0.10 0.11 0.30 0.19 0.20 0.30 v/c Ratio 1.33 0.96 0.33 1.05 1.08 0.70 0.82 1.13 0.66 1.20 0.68 0.73 Control Delay 212.7 25.8 0.5 92.6 63.5 8.4 72.6 149.7 34.8 145.4 54.4 37.2 Queue Delay 0.0 2.8 0.0 0.0 7.6 5.3 0.0 0.0 0.4 0.0 0.0 0.0 Total Delay 212.7 28.6 0.5 92.6 71.1 13.8 72.6 149.7 35.2 145.4 54.4 37.2

LOS F C A F E B E F D F D D
Approach Delay 41.3 63.0 68.8 98.1
Approach LOS D E E F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.33
Intersection Signal Delay: 62.1 Intersection LOS: E
Intersection Capacity Utilization 98.3% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 1391
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 227 2173 278 499 2395 696 256 216 551 675 238 352 Future Volume (veh/h) 227 2173 278 499 2395 696 256 216 551 675 238 352 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 247 2362 302 542 2603 757 278 235 599 734 259 383 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 202 2558 783 518 2498 1079 332 209 730 662 387 421 Arrive On Green 0.06 0.40 0.40 0.30 0.98 0.98 0.10 0.11 0.11 0.19 0.21 0.21 Sat Flow, veh/h 3456 6434 1585 3456 5106 1585 3456 1870 2790 3456 1870 1585 Grp Volume(v), veh/h 247 2362 302 542 2603 757 278 235 599 734 259 383 Grp Sat Flow(s),veh/h/ln 1728 1609 1585 1728 1702 1585 1728 1870 1395 1728 1870 1585 Q Serve(g_s), s 7.0 41.9 14.3 18.0 58.7 17.3 9.5 13.4 13.4 23.0 15.3 24.9 Cycle Q Clear(g_c), s 7.0 41.9 14.3 18.0 58.7 17.3 9.5 13.4 13.4 23.0 15.3 24.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 202 2558 783 518 2498 1079 332 209 730 662 387 421 V/C Ratio(X) 1.23 0.92 0.39 1.05 1.04 0.70 0.84 1.13 0.82 1.11 0.67 0.91 Avail Cap(c_a), veh/h 202 2558 783 518 2498 1079 346 209 730 662 387 421 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.5 34.4 19.0 42.0 1.3 0.4 53.3 53.3 41.7 48.5 43.8 42.7 Incr Delay (d2), s/veh 137.3 6.3 0.3 52.0 30.2 3.8 15.8 100.0 7.4 68.5 4.4 23.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 16.5 5.3 9.8 7.5 1.4 4.8 12.1 9.0 16.1 7.5 13.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 193.8 40.7 19.3 94.0 31.5 4.2 69.1 153.3 49.1 117.0 48.2 66.2 LnGrp LOS F D B F F A E F D F D E
Approach Vol, veh/h 2911 3902 1112 1376
Approach Delay, s/veh 51.5 34.9 76.1 89.9
Approach LOS D C E F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 22.0 53.0 15.5 29.5 11.0 64.0 27.0 18.0 Change Period (Y+Rc), s 4.0 5.3 4.0 4.6 4.0 5.3 4.0 4.6 Max Green Setting (Gmax), s 18.0 47.7 12.0 24.4 7.0 58.7 23.0 13.4 Max Q Clear Time (g_c+I1), s 20.0 43.9 11.5 26.9 9.0 60.7 25.0 15.4 Green Ext Time (p_c), s 0.0 3.4 0.1 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 53.1
HCM 6th LOS D
1392
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM
6: Murrieta Hot Springs Road & I-215 SB Off Ramp 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 9
Lane Group EBT WBT SBL SBR
Lane Configurations
Traffic Volume (vph) 3104 2866 736 660
Future Volume (vph) 3104 2866 736 660
Turn Type NA NA Prot Prot
Protected Phases 2 6 4 4
Permitted Phases
Detector Phase 2 6 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0
Minimum Split (s) 15.3 29.3 14.2 14.2
Total Split (s) 82.5 82.5 37.5 37.5
Total Split (%) 68.8% 68.8% 31.3% 31.3%
Yellow Time (s) 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 -0.2
Total Lost Time (s) 5.3 5.3 4.2 4.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode Max C-Max None None
Act Effct Green (s) 77.2 77.2 33.3 33.5
Actuated g/C Ratio 0.64 0.64 0.28 0.28
v/c Ratio 1.04 0.96 0.99 1.10
Control Delay 42.3 23.0 69.0 112.8
Queue Delay 0.0 43.4 0.0 0.0
Total Delay 42.3 66.5 69.0 112.8

LOS D E E F
Approach Delay 42.3 66.5 82.9
Approach LOS D E F
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.10
Intersection Signal Delay: 59.4 Intersection LOS: E
Intersection Capacity Utilization 157.3% ICU Level of Service H Analysis Period (min) 15
Splits and Phases: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp 1393
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM 6: Murrieta Hot Springs Road & I-215 SB Off Ramp 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 10
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 0 3104 2866 0 736 660
Future Volume (veh/h) 0 3104 2866 0 736 660
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1945 1945
Adj Flow Rate, veh/h 0 3302 3049 0 976 495
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 0 2 2 0 2 2
Cap, veh/h 0 3285 3285 0 1028 460
Arrive On Green 0.00 0.64 1.00 0.00 0.28 0.28
Sat Flow, veh/h 0 5443 5443 0 3705 1648
Grp Volume(v), veh/h 0 3302 3049 0 976 495
Grp Sat Flow(s),veh/h/ln 0 1702 1702 0 1853 1648
Q Serve(g_s), s 0.0 77.2 0.0 0.0 31.0 33.5
Cycle Q Clear(g_c), s 0.0 77.2 0.0 0.0 31.0 33.5
Prop In Lane 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3285 3285 0 1028 460
V/C Ratio(X) 0.00 1.01 0.93 0.00 0.95 1.08
Avail Cap(c_a), veh/h 0 3285 3285 0 1028 460
HCM Platoon Ratio 1.00 1.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00
Uniform Delay (d), s/veh 0.0 21.4 0.0 0.0 42.5 43.3
Incr Delay (d2), s/veh 0.0 17.0 6.0 0.0 17.2 63.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 30.8 1.8 0.0 16.5 21.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 38.4 6.0 0.0 59.7 107.0
LnGrp LOS A F A A E F
Approach Vol, veh/h 3302 3049 1471
Approach Delay, s/veh 38.4 6.0 75.6
Approach LOS D A E
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 82.5 37.5 82.5
Change Period (Y+Rc), s 5.3 * 4.2 5.3
Max Green Setting (Gmax), s 77.2 * 33 77.2
Max Q Clear Time (g_c+I1), s 79.2 35.5 2.0
Green Ext Time (p_c), s 0.0 0.0 45.1
Intersection Summary
HCM 6th Ctrl Delay 32.7
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 1394
Timings Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM
7: I-215 NB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 11
Lane Group EBT WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 2950 2772 373 334
Future Volume (vph) 2950 2772 373 334
Turn Type NA NA Prot Perm
Protected Phases 2 6 8
Permitted Phases 8
Detector Phase 2 6 8 8
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0
Minimum Split (s) 32.3 15.3 14.2 14.2
Total Split (s) 96.0 96.0 24.0 24.0
Total Split (%) 80.0% 80.0% 20.0% 20.0%
Yellow Time (s) 4.3 4.3 3.2 3.2
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 4.2 4.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode Max C-Max Max Max
Act Effct Green (s) 90.7 90.7 19.8 19.8
Actuated g/C Ratio 0.76 0.76 0.16 0.16
v/c Ratio 0.85 0.80 0.64 0.73
Control Delay 6.8 11.3 52.2 56.3
Queue Delay 0.6 11.8 0.0 0.0
Total Delay 7.4 23.1 52.2 56.3

LOS A C D E
Approach Delay 7.4 23.1 54.1
Approach LOS A C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 6:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 19.3 Intersection LOS: B
Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 1395
HCM 6th Signalized Intersection Summary Timing Plan: Ex + Amb+ Cuml + Proj (2028) PM 7: I-215 NB Off Ramp & Murrieta Hot Springs Road 06/08/2023 The Triangle Traffic Analysis Synchro 11 Report
Rick Engineering Company Page 12
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 2950 0 0 2772 373 334
Future Volume (veh/h) 2950 0 0 2772 373 334
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 0 1870 1945 1945
Adj Flow Rate, veh/h 3172 0 0 2981 401 359
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 2 0 0 2 2 2
Cap, veh/h 3859 0 0 3859 593 479
Arrive On Green 0.76 0.00 0.00 0.76 0.17 0.17
Sat Flow, veh/h 5443 0 0 5443 3594 2901
Grp Volume(v), veh/h 3172 0 0 2981 401 359
Grp Sat Flow(s),veh/h/ln 1702 0 0 1702 1797 1451
Q Serve(g_s), s 48.1 0.0 0.0 41.1 12.6 14.1
Cycle Q Clear(g_c), s 48.1 0.0 0.0 41.1 12.6 14.1
Prop In Lane 0.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 3859 0 0 3859 593 479
V/C Ratio(X) 0.82 0.00 0.00 0.77 0.68 0.75
Avail Cap(c_a), veh/h 3859 0 0 3859 593 479
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 9.4 0.0 0.0 8.6 47.1 47.7
Incr Delay (d2), s/veh 2.1 0.0 0.0 1.6 6.1 10.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 13.6 0.0 0.0 11.5 6.1 5.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.5 0.0 0.0 10.2 53.2 58.1
LnGrp LOS B A A B D E
Approach Vol, veh/h 3172 2981 760
Approach Delay, s/veh 11.5 10.2 55.5
Approach LOS B B E
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 96.0 96.0 24.0
Change Period (Y+Rc), s 5.3 5.3 4.2
Max Green Setting (Gmax), s 90.7 90.7 19.8
Max Q Clear Time (g_c+I1), s 50.1 43.1 16.1
Green Ext Time (p_c), s 31.7 32.6 1.4
Intersection Summary
HCM 6th Ctrl Delay 15.8
HCM 6th LOS B
1396
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 1
Intersection: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB WB WB WB SB SB SB
Directions Served T T T T T T L LTR R
Maximum Queue (ft) 294 278 294 72 84 71 618 619 505
Average Queue (ft) 221 149 125 51 60 49 445 475 354
95th Queue (ft) 305 262 273 60 74 60 620 628 526
Link Distance (ft) 48 48 48 566 566
Upstream Blk Time (%) 34 36 17 7 10
Queuing Penalty (veh) 161 171 80 0 0
Storage Bay Dist (ft) 480
Storage Blk Time (%) 11 0
Queuing Penalty (veh) 19 1
Intersection: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road Movement EB EB EB EB WB WB WB NB NB NB
Directions Served L T T T T T T L LT R
Maximum Queue (ft) 239 139 131 242 117 151 184 228 202 528 Average Queue (ft) 133 81 57 74 48 72 74 151 131 365
95th Queue (ft) 207 129 122 192 104 143 143 212 191 510 Link Distance (ft) 473 473 473 1082 1082 1082 1236 1236 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 500 585
Storage Blk Time (%)
Queuing Penalty (veh)
1397
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 2
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 159 170 309 277 318 274 45 160 153 86 125 201 Average Queue (ft) 73 107 170 186 197 183 6 84 97 35 61 106 95th Queue (ft) 140 157 251 255 274 254 21 130 137 81 121 173 Link Distance (ft) 1082 1082 1082 1082 271 271 271
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 310 310 320 245 245
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement WB NB NB NB NB SB SB SB SB SB
Directions Served TR L L T TR L L T T R
Maximum Queue (ft) 226 220 244 49 150 6 52 39 284 260
Average Queue (ft) 140 102 162 16 42 1 10 6 36 180
95th Queue (ft) 216 193 235 44 98 3 31 23 190 258
Link Distance (ft) 271 275 275 275 275 269 269
Upstream Blk Time (%) 1 1
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 235 235 235
Storage Blk Time (%) 0 4
Queuing Penalty (veh) 0 0
Intersection: 4: Proj. Dwy 2 & Murrieta Hot Springs Road Movement EB EB NB
Directions Served T T R
Maximum Queue (ft) 94 38 66
Average Queue (ft) 7 2 30
95th Queue (ft) 41 14 59
Link Distance (ft) 271 271 288
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
1398
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 3
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 257 270 347 307 260 176 71 193 199 197 238 263 Average Queue (ft) 181 194 144 157 165 30 27 118 125 112 163 205 95th Queue (ft) 270 278 273 256 238 93 63 177 180 191 222 270 Link Distance (ft) 307 307 307 307 240 240 240
Upstream Blk Time (%) 3 0 0 2
Queuing Penalty (veh) 17 1 0 15
Storage Bay Dist (ft) 245 245 215 300 300
Storage Blk Time (%) 5 10 1
Queuing Penalty (veh) 19 37 3
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement WB NB NB NB NB NB SB SB SB SB
Directions Served R L L T R R L L T R
Maximum Queue (ft) 118 114 94 115 223 47 162 175 299 163 Average Queue (ft) 51 58 40 53 95 10 161 174 278 67
95th Queue (ft) 87 108 73 97 164 34 164 176 289 135
Link Distance (ft) 240 311 311 311 311 311
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150 150 150
Storage Blk Time (%) 7 64 1 0
Queuing Penalty (veh) 28 252 8 2
Intersection: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp Movement EB EB EB WB WB WB SB SB SB
Directions Served T T T T T T L LR R
Maximum Queue (ft) 97 96 114 123 160 126 889 880 495
Average Queue (ft) 74 75 82 113 111 120 845 846 430
95th Queue (ft) 83 87 103 136 152 126 862 860 652
Link Distance (ft) 70 70 70 113 113 113 827 827
Upstream Blk Time (%) 28 34 38 17 14 34 57 81
Queuing Penalty (veh) 205 248 274 136 112 277 0 0
Storage Bay Dist (ft) 470
Storage Blk Time (%) 67 0
Queuing Penalty (veh) 272 3
1399
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) AM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 4
Intersection: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB WB WB WB NB NB NB NB
Directions Served T T T T T T L L R R
Maximum Queue (ft) 182 177 169 70 53 100 266 282 214 152 Average Queue (ft) 139 141 132 34 27 50 136 178 108 49
95th Queue (ft) 183 179 171 59 52 81 213 258 171 122
Link Distance (ft) 144 144 144 15 15 15 1042 1042
Upstream Blk Time (%) 7 5 4 20 15 33
Queuing Penalty (veh) 53 41 30 159 120 265
Storage Bay Dist (ft) 1000 1000
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 3010
1400
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 1
Intersection: 1: I-15 SB On Ramp/I-15 SB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB EB WB WB WB SB SB SB
Directions Served T T T R T T T L LTR R
Maximum Queue (ft) 318 313 311 292 69 61 49 606 618 505 Average Queue (ft) 296 257 243 19 27 24 10 585 585 466
95th Queue (ft) 308 323 328 139 63 60 37 598 598 545
Link Distance (ft) 48 48 48 566 566
Upstream Blk Time (%) 4 3 1 55 62
Queuing Penalty (veh) 22 18 7 0 0
Storage Bay Dist (ft) 480
Storage Blk Time (%) 63 1
Queuing Penalty (veh) 70 4
Intersection: 2: I-15 NB Off Ramp/I-15 NB On Ramp & Murrieta Hot Springs Road Movement EB EB EB EB WB WB WB NB NB NB
Directions Served L T T T T T T L LT R
Maximum Queue (ft) 470 508 459 214 96 85 78 1275 1275 610 Average Queue (ft) 416 266 138 137 28 28 26 1234 1254 610 95th Queue (ft) 493 591 350 213 74 71 66 1304 1265 610
Link Distance (ft) 473 473 473 1082 1082 1082 1236 1236 Upstream Blk Time (%) 4 5 0 44 100
Queuing Penalty (veh) 0 63 1 0 0
Storage Bay Dist (ft) 500 585
Storage Blk Time (%) 4 5 2 100
Queuing Penalty (veh) 37 38 8 147
1401
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 2
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 138 202 280 281 313 315 80 108 129 74 79 115 Average Queue (ft) 65 88 167 188 227 215 16 48 58 12 36 56 95th Queue (ft) 125 153 239 264 304 297 53 95 103 47 77 104 Link Distance (ft) 1082 1082 1082 1082 271 271 271
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 310 310 320 245 245
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 3: Proj. Dwy 1/Sparkman CT & Murrieta Hot Springs Road Movement WB NB NB NB NB SB SB SB SB SB
Directions Served TR L L T TR L L T T R
Maximum Queue (ft) 133 290 314 290 89 4 55 39 321 260
Average Queue (ft) 66 204 291 19 21 0 8 9 287 260
95th Queue (ft) 121 324 301 136 69 1 30 27 302 260
Link Distance (ft) 271 275 275 275 275 269 269
Upstream Blk Time (%) 9 92 3 91 65
Queuing Penalty (veh) 0 0 0 0 0
Storage Bay Dist (ft) 235 235 235
Storage Blk Time (%) 0 98
Queuing Penalty (veh) 0 5
Intersection: 4: Proj. Dwy 2 & Murrieta Hot Springs Road Movement EB EB EB NB
Directions Served T T T R
Maximum Queue (ft) 112 223 228 145
Average Queue (ft) 4 14 13 65
95th Queue (ft) 37 94 82 113
Link Distance (ft) 271 271 271 288
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
1402
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 3
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement EB EB EB EB EB EB EB WB WB WB WB WB
Directions Served L L T T T T R L L T T T
Maximum Queue (ft) 210 223 276 312 355 323 240 68 88 157 240 250 Average Queue (ft) 83 100 171 231 251 107 38 18 35 69 107 157 95th Queue (ft) 154 162 268 324 360 276 131 51 72 136 188 229 Link Distance (ft) 307 307 307 307 240 240 240
Upstream Blk Time (%) 0 4 0 0 0
Queuing Penalty (veh) 3 27 1 0 1
Storage Bay Dist (ft) 245 245 215 300 300
Storage Blk Time (%) 0 2
Queuing Penalty (veh) 1 7
Intersection: 5: Proj. Dwy 3/Hancock Avenue & Murrieta Hot Springs Road Movement WB NB NB NB NB NB SB SB SB SB
Directions Served R L L T R R L L T R
Maximum Queue (ft) 119 180 318 326 328 363 162 174 304 175 Average Queue (ft) 32 89 116 278 326 329 157 174 281 74 95th Queue (ft) 78 153 244 403 327 343 174 176 297 160
Link Distance (ft) 240 311 311 311 311 311
Upstream Blk Time (%) 2 24 97 87
Queuing Penalty (veh) 0 0 0 0
Storage Bay Dist (ft) 150 150 150
Storage Blk Time (%) 3 64 5 1
Queuing Penalty (veh) 18 378 52 6
Intersection: 6: Murrieta Hot Springs Road & I-215 SB Off Ramp Movement EB EB EB WB WB WB SB SB SB
Directions Served T T T T T T L LR R
Maximum Queue (ft) 91 97 144 118 117 121 890 861 495
Average Queue (ft) 73 78 99 63 65 89 845 843 429
95th Queue (ft) 79 94 135 116 107 145 865 851 664
Link Distance (ft) 70 70 70 113 113 113 827 827
Upstream Blk Time (%) 24 28 33 1 0 2 55 90
Queuing Penalty (veh) 249 288 338 6 2 15 0 0
Storage Bay Dist (ft) 470
Storage Blk Time (%) 78 0
Queuing Penalty (veh) 259 2
1403
Queuing and Blocking Report Ex + Amb+ Cuml + Proj (2028) PM 06/08/2023
The Triangle Traffic Analysis SimTraffic Report
Rick Engineering Company Page 4
Intersection: 7: I-215 NB Off Ramp & Murrieta Hot Springs Road Movement EB EB EB NB NB NB NB
Directions Served T T T L L R R
Maximum Queue (ft) 182 186 177 188 237 222 208
Average Queue (ft) 149 147 131 123 145 144 104
95th Queue (ft) 176 176 173 178 208 202 191
Link Distance (ft) 144 144 144 1042 1042
Upstream Blk Time (%) 7 5 3
Queuing Penalty (veh) 71 48 26
Storage Bay Dist (ft) 1000 1000
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2217
1404

ATTACHMENT D
Cumulative Projects
1405
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-21-3480 The Terraces at Murrieta
N:\3480 - The Terraces\Report\1. May End 2023\May 2023 TIA.3480 - Clean.docx 41 TABLE 5–1

CUMULATIVE PROJECTS TRIP GENERATION SUMMARY
Project Land Use Size Daily
Volume
AM Peak Hour Volume PM Peak Hour Volume
In Out Total In Out Total

1. Los Alamos Community Plan (DP‐2014‐490) Apartment 542 DU 3604 54 222 276 217 119 336 2. Sial Medical Plaza (DP‐2016‐785) Medical Office 20.826 KSF 725 45 13 58 20 52 72 3. Whittaker Office Complex (DP‐02‐474/RPO‐ 007‐2570)
Office 118.56 KSF 1,436 183 25 208 33 160 193

4. Jefferson & Ivy (DP‐2017‐1397) Apartment 333 DU 2214 33 137 170 133 206 339 5. Downtown Market Place (DP‐2018‐1741) Commercial Office 51.455 KSF 704 61 13 74 19 56 75 6. Mar Vista Business Park (DP‐2018‐1792) General Light Industrial

37.783 KSF 187 23 3 26 3 21 24

7. Murrieta Town Shopping Center Exp (DP‐2018‐
1802)
Shopping Center 15 KSF 566 22 23 45 32 32 64

8. Jefferson & Fig (DP‐2019‐1919) Super Convenience
Market / Gas Stn

3.009 KSF 3009 149 149 298 124 125 249
Automated Car Wash 0.131 KSF 131 9 5 14 7 7 14 (Pass-by reduction) -785 -40 -38 -33 -33 Subtotal 2355 118 120 238 98 99 197

9. Hotel Murrieta (DP‐2019‐2031) Hotel 257 Room
s
2,149 71 50 121 79 76 155

10. Hancock Children's Clinic (DP‐2020‐2206) Medical Office Bldg 3.76 KSF 131 8 5 13 6 9 15 11. Rancho Springs Medical Center (DP‐2020‐2199) Hospital 43 KSF 461 26 12 38 13 29 42 12. Jefferson Apartments (DP‐2020‐2170) Residential 160 DU 1171 17 57 74 56 33 90 13. Beyond Food Mart (DP‐2020‐2171) Con Mkt / Gas Stn 16 Pumps 3688 225 224 449 184 183 367 (Pass-by reduction) -922 -56 -56 -46 -46 Subtotal 2766 169 168 337 138 137 275 Continued on the Next Page
1406
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-21-3480 The Terraces at Murrieta
N:\3480 - The Terraces\Report\1. May End 2023\May 2023 TIA.3480 - Clean.docx 42 TABLE 5–1 (CONTINUED)
CUMULATIVE PROJECTS TRIP GENERATION SUMMARY a
Project Land Use Size Daily
Volume
AM Peak Hour Volume PM Peak Hour Volume
In Out Total In Out Total
Continued from the Previous Page

14. U-Haul (DP‐2021‐2359) Warehouse 11.608 KSF 21 1 1 2 1 1 2 15. The Triangle b DP-2022-2705 / TTM-2022-2706 Retail 268.464 KSF 6,158 181 111 292 552 597 1,149 16. QMC Murrieta Multi-Family Project (DP-2022-2605) Multi-Family Housing 390 DU 2,629 37 119 156 125 74 199 17. Jefferson Multi-Family Project (DP-2022-2685) Multi-Family Housing 851 DU 3,863 72 242 314 203 130 333 18. Makena Hancock II Project (DP-2022-2744) Medical Office Building 31.6 KSF 1,138 77 21 98 37 87 124

19. Los Alamos / Vista Murrieta Apartments (DP-2023-
2786) Multi-Family Housing 120 DU 809 12 36 48 38 23 61

20. Vista Murrieta (DP-2022-2562) Multi-Family Housing 214 DU 1,442 21 65 86 69 40 109 21. Los Alamos SS & Retail (DP-2022-2700) Mini Warehouse /Variety Store/FF Various 1,607 69 42 111 72 73 145 22. Monamos Apartments (DP-2021-2385) Multifamily 140 DU 1,025 15 50 65 50 29 79 23. Jefferson South Apartments (DP-2022-2480) Multifamily 68 DU 446 7 21 28 22 13 35 24. 24960 Adams Avenue (DP-2022-2562) Multifamily 200 DU 947 17 42 59 44 29 73 25. Ivy House Residential (DP-2021-2311) Single Family 62 DU 585 11 32 43 37 21 58 26. 41705 Hawthorn Housing (DP-2022-2601) Multifamily 96 DU 462 10 25 35 26 18 44 27. Gierson Ranch (DP-2022-2551) Multifamily 107 DU 721 10 33 43 35 20 55 Total Cumulative Trips 40,322 1,371 1,688 3,058 2,158 2,185 4,342 General Note: 1. Trip generation obtained from City of Murrieta traffic studies.

2. This Project is expected to be open in the Year 2028 and is only included in the cumulative projects for the Year 2028. 1407

ATTACHMENT E
Buildout (2035) calculations
1408
1409
1410

FORECAST MOVEMENT VOLUMES

AM PEAK
19843
BRS
6/16/2023
INPUTS: 2021 2035
OUTPUTS: 2035 AM
2035 AM
2021 AM
1 1 1 0
U-Turn
131 759 43,310 52,610 68,521 102,458
1491 918
1 1
U-Turn
0 246 1 77
2035 AM
1 3 2 0
U-Turn

29.11% 47.38%
162.58%
169 1119
2631 1620 58.21% 94.75%
3 3

76.48%
191.68% 209.95%
U-Turn
0 718 3 239
Existing Peak Hour Turning Movement Volumes
Forecasted Peak Hour Turning Movement Volumes
Baseline ADTs Forecast Year ADTs
Time of Day:
2021 2035
1 Forecast year: Baseline Year 1:

Baseline Year 2:
- Baseline Peak Hour Turning Movement Calculations -
Intersection Name (Major/Minor): I-15 NB OFF RAMP (N-S)/ MURRIETA HOT SPRINGS ROAD (E-W) 325.15%
Percent Increase/Decrease
4,636

0.00%
1 19,710
\\cp.rickeng.com\projects\C19500\19843_TriangleAnalysis\Traffic\Analysis\AnalysisCalcs\Buildout analysis\19843_Triangle_buildout.xlsx 1411

FORECAST MOVEMENT VOLUMES

PM PEAK
19843
BRS
6/16/2023
INPUTS: 2021 2035
OUTPUTS: 2035 PM
2035 PM
.
2021 PM
1 1 1 0
U-Turn
621 1141 43,310 52,610 68,521 102,458
1998 918
1 1
U-Turn
0 171 1 35
2035 PM
1 3 2 0
U-Turn

29.11% 47.38%
162.58%
802 1682
3526 1620 58.21% 94.75%
3 3

76.48%
191.68% 209.95%
U-Turn
0 499 3 109
Baseline Year 1: Forecast year:
- Baseline Peak Hour Turning Movement Calculations -
Forecast Year's ADTs
Forecasted Peak Hour Turning Movement Volumes
Existing Peak Hour Turning Movement Volumes
Percent Increase/Decrease
2035
Baseline Year 2: Time of Day:

Baseline ADTs
2021
1 Intersection Name (Major/Minor): I-15 NB OFF RAMP (N-S)/ MURRIETA HOT SPRINGS ROAD (E-W) 325.15%
4,636

0.00%
1 19,710
\\cp.rickeng.com\projects\C19500\19843_TriangleAnalysis\Traffic\Analysis\AnalysisCalcs\Buildout analysis\19843_Triangle_buildout.xlsx 1412
1413
1414
1415
1416
1417
1418
1419
1420
YRS
DIST_COUNTY_ROUTE
DIST
CNTY
RTE
RTE_SFX
PM_PFX

POSTMILE
PM_SFX
LOCATION_DESC
YR_2012YR_2013YR_2014YR_2015YR_2016YR_2017YR_2018YR_2019YR_2020YR_2021 2012 - 2021 08-RIV-015 08 RIV 015 3.192 NB OFF TO RTE 79/TEMECULA 1001 2012 - 2021 08-RIV-015 08 RIV 015 3.257 SB ON FR RTE 79/TEMECULA 1001 2012 - 2021 08-RIV-015 08 RIV 015 3.531 SB OFF TO RTE 79/TEMECULA 1001 2012 - 2021 08-RIV-015 08 RIV 015 3.595 NB ON FR RTE 79/TEMECULA 1001 2012 - 2021 08-RIV-015 08 RIV 015 4.830 SB ON FR RANCHO CALIF 11789 2012 - 2021 08-RIV-015 08 RIV 015 4.844 NBOFF TO RANCHO CALIF 11992 2012 - 2021 08-RIV-015 08 RIV 015 5.112 SBOFF TO RANCHO CALIF 18348 2012 - 2021 08-RIV-015 08 RIV 015 5.130 NB ON FR RANCHO CALIF 13524 2012 - 2021 08-RIV-015 08 RIV 015 6.450 SBON FR NB 79/WINCHESTER 3922 2012 - 2021 08-RIV-015 08 RIV 015 6.477 NB OFF TO RTE 79/WINCHESTER 13277 2012 - 2021 08-RIV-015 08 RIV 015 6.592 NB ON FR NB 79/WINCHESTER 1001 1001 1001 2012 - 2021 08-RIV-015 08 RIV 015 6.648 SBON FR SB 79/WINCHESTER 10063 2012 - 2021 08-RIV-015 08 RIV 015 6.812 NB ON FR 79/WINCHESTER 17119 2012 - 2021 08-RIV-015 08 RIV 015 6.822 SB OFF TO RTE 79/WINCHESTER 23111 2012 - 2021 08-RIV-015 08 RIV 015 7.410 015/SB OFF TO FRENCH VALLEY PKWY 1001 2012 - 2021 08-RIV-015 08 RIV 015 9.243 NBOFF TO MURRIETA H.SPG 4636 2012 - 2021 08-RIV-015 08 RIV 015 9.342 SBON FR MURRIETA H.SPGS 42387 2012 - 2021 08-RIV-015 08 RIV 015 9.592 NBON FR MURRIETA H.SPGS 17428 2012 - 2021 08-RIV-015 08 RIV 015 9.735 SBOFF TO MURRIETA H.SPG 19797 2012 - 2021 08-RIV-015 08 RIV 015 10.421 NB OFF TO CALIF OAKS RD 12704 2012 - 2021 08-RIV-015 08 RIV 015 10.442 SB ON FR CALIF OAKS RD 5600 5898 2012 - 2021 08-RIV-015 08 RIV 015 10.573 NB ON FR EB KAMIA ST 1001 1001 1001 1001 1001 1001 2012 - 2021 08-RIV-015 08 RIV 015 10.625 SB ON FR WB CALIF OAKS RD 1001 1001 1001 1001 1001 1001 2012 - 2021 08-RIV-015 08 RIV 015 10.780 SB OFF TO CALIF OAKS RD 10127 2012 - 2021 08-RIV-015 08 RIV 015 10.784 NB ON FR CALIF OAKS RD 5100 5165 1421
Appendix F
Updated Trip Generation Evaluation
Claremont Law Group, Inc. (July 2024)

1422
30376-0055 202325.3
CLAREMONT LAW GROUP, INC.
618 WEST BASELINE ROAD
CLAREMONT, CALIFORNIA 91711
(909) 445-9133
FAX (909) 445-9138

SAUL JAFFE
(909) 445-9135
[email protected]
July 2, 2024
Dennis Watts
Senior Planner
City of Murrieta
1 Town Square
Murrieta, CA 92562
Re: The Shops at the Triangle
Trip Generation Evaluation
Case No. DP-2022-2705 and TTM-2022-2706
Dear Dennis:

We understand that the City has reviewed the preliminary trip generation analysis provided by Scott Sato of Trames Solutions, Inc. We further understand that you requested additional information related to (a) the location of the proposed uses on site, (b) the trip generation results by phase, and (c) if certain improvements are needed with respect to the proposed scope of development.

By way of background, Mr. Sato provided the City with the trip generation counts for the following:

Planning Area 1 – 144,483 sf (5,900 sf outdoor)
Planning Area 2 – 77,616 sf (4,700 sf outdoor)
Planning Area 3 – 57,439 sf (500 sf outdoor)
Future Development – Outdoor Commercial Recreation
The trip generation calculations completed by Mr. Sato are shown in the Use Matrix attached hereto as Exhibit A. Table 2 of the Use Matrix is a Trip Generation Summary which is summarized below:

PEAK HOUR
DAILY
AM PM

IN OUT TOTAL IN OUT TOTAL
698 539 1,240 1,032 907 1,937 19,248
The locations of each use are listed by building number and the buildings are depicted on the Site Plan included at Exhibit B (the "Site Plan"). Received - Planning Division SP-2023-00003/ DP-2022-2705/
TTM-2022-2706
7/2/24 1423
Dennis Watts
July 2, 2024

30376-0055 202325.3
CLAREMONT LAW GROUP, INC.

You have asked for the trip generation analysis to compare the trip generation for the proposed project to the trip generation analysis completed in the existing entitlements. The project was analyzed under a Subsequent Environmental Impact Report which was approved on May 8, 2013 (the "SEIR").

Table 5.10-6 of the SEIR contains the trip generation analysis for Phase 1c of the project and is enclosed at Exhibit "C" (the "Phase 1c Trip Generation Summary").

The Phase 1c Trip Generation Summary is summarized below:

PEAK HOUR
DAILY
AM PM

IN OUT TOTAL IN OUT TOTAL
723 534 1,257 1,082 967 2,049 22,541
We note that in all aspects, AM (In and Out) and Total Trips, PM (In and Out) Total Trips and Total Daily Trips, the proposed project is within the trip generation counts analyzed for Phase 1c, and that this analysis includes the anticipated trips for an additional confidential tenant in the future development area which is not currently included in Case No. DP-2022- 2705. Accordingly, the proposed project is well within the trip generation for Phase 1c of the project.1
Under the SEIR the project is required to construct certain project design features and to pay a fair share contribution to traffic improvements. The project incorporates the required project design features and will pay its fair share contribution at the time building permits are issues for the respective construction.

If you have any questions, please do not hesitate to contact me.

Very truly yours,
CLAREMONT LAW GROUP, INC.

SAUL JAFFE
SJ:hjw
Enclosures
1 The AM out exceeds the Phase 1c trips by 5 trips (539 vs 534). Upon removal of the 5 anticipated trips for the confidential use listed for Future Development, the project complies with the Phase 1c trip generation for AM Out specified in the SEIR. 1424

EXHIBIT A

1425
ITE

CODE IN OUT TOTAL IN OUT TOTAL
Drive-in Bank 912 TSF 5.77 4.18 9.95 10.51 10.51 21.02 100.35 Fast Casual Restaurant 930 TSF 0.72 0.71 1.43 6.9 5.65 12.55 97.14 Fine Dining Restaurant 931 TSF 0.37 0.37 0.74 5.23 2.57 7.8 83.84 High Turnover (Sit-Down) Restaurant 932 TSF 5.26 4.31 9.57 5.52 3.53 9.05 107.2 Fast-Food Restaurant w/ Drive-Through Window 934 TSF 22.75 21.86 44.61 17.18 15.85 33.03 467.48 Shopping Center (<40k) 822 TSF 1.42 0.94 2.36 3.3 3.29 6.59 54.45 Supermarket 850 TSF 2.29 1.53 3.82 4.71 4.53 9.24 106.78 Small Office Building (10k or less) 712 TSF 1.37 0.3 1.67 0.73 1.43 2.16 14.39 Health/Fitness Club 492 TSF 0.67 0.64 1.31 1.97 1.48 3.45 30 Outdoor Recreational Commercial 433 80 Bays 0.31 0.07 0.38 1.18 1.06 2.24 20.235 1 Source: ITE (Institute of Transportation Engineers) Trip Generation Manual, 11th Edition, 2021. 2 TSF = Thousand Square Feet
3 DATA = Trip Rates determined by Empirical Counts
TABLE 1
TRIP GENERATION RATES1
LAND USE UNITS2

PEAK HOUR TRIP RATES
DAILY
AM PM
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BUILDING

LAND USE

CODE IN OUT TOTAL IN OUT TOTAL
Drive-in Bank B-7 Bank 912 5.495 TSF 32 23 55 58 58 116 551 Pass-by (AM:29%, PM:35%, Daily:29%) -9 -7 -16 -20 -20 -41 -160 Fast Casual Restaurant B-8 Fast Food 930 7.404 TSF 5 5 10 51 42 93 719 Pass-by (AM:50%, PM:55%, Daily:50%) -3 -3 -5 -28 -23 -51 -360 High Turnover (Sit-Down) Restaurant B-11 Fast Food 932 7.5 TSF 39 32 71 41 26 67 804 Pass-by (AM:50%, PM:55%, Daily:50%) -20 -16 -36 -23 -14 -37 -402 High Turnover (Sit-Down) Restaurant B-12 Sit Down Restaurant 932 11.031 TSF 58 48 106 61 39 100 1,183 Pass-by (AM:0%, PM:43%, Daily:43%) 0 0 0 -26 -17 -43 -509 Shopping Center (<40k) B-B-1 Retail 822 1.998 TSF 3 2 5 7 7 14 109 Shopping Center (<40k) B-B-2 Retail 822 3.5 TSF 5 3 8 12 12 24 191 Shopping Center (<40k) B-B-3 Retail 822 4.55 TSF 6 4 10 15 15 30 248 Supermarket B-B Supermarket 850 39.967 TSF 92 61 153 188 181 369 4,268 Pass-by (AM:0%, PM:24%, Daily:24%) 0 0 0 -45 -43 -89 -1,024 Shopping Center (<40k) B-B-4 Retail 822 10 TSF 14 9 23 33 33 66 545 Shopping Center (<40k) B-B-5 Retail 822 11.187 TSF 16 11 27 37 37 74 609 Shopping Center (<40k) B-C-1 Retail 822 12.3 TSF 17 12 29 41 40 81 670 Shopping Center (<40k) B-C Retail 822 12.413 TSF 18 12 30 41 41 82 676 Shopping Center (<40k) B-D Retail 822 23.038 TSF 33 22 55 76 76 152 1,254 High Turnover (Sit-Down) Restaurant B-1 Sit Down Restaurant 932 5.993 TSF 32 26 58 33 21 54 642 Pass-by (AM:0%, PM:43%, Daily:43%) 0 0 0 -14 -9 -23 -276 Fine Dining Restaurant B-2 Sit Down Restaurant 931 10.092 TSF 4 4 8 53 26 79 846 Pass-by (AM:0%, PM:43%, Daily:43%) 0 0 0 -23 -11 -34 -364 Shopping Center (<40k) B-3 Retail 822 5.818 TSF 8 5 13 19 19 38 317 High Turnover (Sit-Down) Restaurant B-4 Sit Down Restaurant 932 8.744 TSF 46 38 84 48 31 79 937 Pass-by (AM:0%, PM:43%, Daily:43%) 0 0 0 -21 -13 -34 -403 Shopping Center (<40k) B-5 Retail 822 10.568 TSF 15 10 25 35 35 70 575 Fast-Food Restaurant w/ Drive-Through Window B-6 Fast Food 934 6.744 TSF 153 147 300 116 107 223 3,153 Pass-by (AM:50%, PM:55%, Daily:50%) -77 -74 -150 -64 -59 -123 -1,577 High Turnover (Sit-Down) Restaurant B-A Arcade/Restaurant 932 16.441 TSF 86 71 157 91 58 149 1,762 Pass-by (AM:0%, PM:43%, Daily:43%) 0 0 0 -39 -25 -64 -758 Shopping Center (<40k) B-A-1 Retail 822 6.428 TSF 9 6 15 21 21 42 350 Small Office Building (10k or less) B-A-3 Office 712 1.194 TSF 2 0 2 1 2 3 17 Shopping Center (<40k) B-A-2 Retail 822 3.122 TSF 4 3 7 10 10 20 170 Fine Dining Restaurant B-13 Sit Down Restaurant 931 8.046 TSF 3 3 6 42 21 63 675 Pass-by (AM:0%, PM:43%, Daily:43%) 0 0 0 -18 -9 -27 -290 Fast-Food Restaurant w/ Drive-Through Window B-14 Fast Food 934 4.28 TSF 97 94 191 74 68 142 2,001 Pass-by (AM:50%, PM:55%, Daily:50%) -49 -47 -96 -41 -37 -78 -1,001 Health/Fitness Club B-E Gym 492 41.001 TSF 27 26 53 81 61 142 1,230 Shopping Center (<40k) B-E-1 Retail 822 4.612 TSF 7 4 11 15 15 30 251 Outdoor Recreational Commercial
Outdoor Recreational
Commercial 433 80 Bays 25 5 31 94 85 179 1619
TOTAL 698 539 1,240 1,032 907 1,937 19,248
1 TSF = Thousand Square Feet
TABLE 2

TRIP GENERATION SUMMARY
LAND USE QUANTITY UNITS1

PEAK HOUR
DAILY
AM PM
1427

EXHIBIT B

1428
1429

EXHIBIT C

1430
The Triangle Specific Plan
Draft Subsequent EIR
R:\Projects\Murriet\J001-S\DEIR\5.10 Traffic-020613.docx 5.10-22 Traffic and Circulation not been considered in this analysis; the traffic projections are "conservative" in that public transit might be able to reduce the traffic volumes.

TABLE 5.10-6

THE TRIANGLE SPECIFIC PLAN LAND USE

AND TRIP GENERATION SUMMARY
Land Use Quantity Unitsa
Peak Hour
Daily
AM PM
In Out Total In Out Total
Phase 1a (Year 2009)
High Turnover (Sit-Down) Rest. 49.392 TSF 296 273 569 329 210 539 6,280 Passby Trips (15%) c -34 -15 -49 -754
PHASE 1A TOTAL 296 273 569 295 195 490 5,526
Phase 1b (Year 2010)
Commercial Retail 184.486 TSF 138 89 227 450 487 937 10,112 General Office Building 48.0 TSF 92 12 104 23 110 133 758 Theater 74.66 TSF 10 10 20 287 191 478 5,973
High Turnover (Sit-Down) Rest. 75.122 TSF 450 415 865 500 320 820 9,552 Phase 1b Subtotal 690 526 1,216 1,260 1,108 2,368 26,395 Internal Trips (AM=5%, PM=17%, ADT=17%)b -28 -28 -56 -202 -202 -404 -4,503 Passby Trips (Shopping Center and High Turnover
[Sit-Down] Restaurant)(15%)c -115 -94 -209 -2,446
PHASE 1B TOTAL 662 498 1,160 943 812 1,755 19,446
Phase 1c (Year 2010)
Commercial Retail 339.714 TSF 200 126 326 673 730 1,403 15,036 General Office Building 48.0 TSF 92 12 104 23 110 133 758 Theater 74.66 TSF 10 10 20 287 191 478 5,973
High Turnover (Sit-Down) Rest. 75.122 TSF 450 415 865 500 320 820 9,552 Phase 1c Subtotal 752 563 1,315 1,483 1,351 2,834 31,319 Internal Trips (AM=5%, PM=18%, ADT=18%)b -29 -29 -58 -261 -261 -522 -5,769 Passby Trips (Shopping Center and High Turnover
[Sit-Down] Restaurant)(15%)c -140 -123 -263 -3,009
PHASE 1C TOTAL 723 534 1,257 1,082 967 2,049 22,541
Phase 2 (Year 2014)
Commercial Retail 438.774 TSF 233 149 382 799 864 1,663 17,757 General Office Building 530.0 TSF 625 85 710 117 557 674 4,818 Hotel 220 RM 75 48 123 68 59 127 1,797
Theater 74.66 TSF 10 10 20 287 191 478 5,973
High Turnover (Sit-Down) Rest. 75.122 TSF 450 415 865 500 320 820 9,552 Phase 2 Subtotal 1,393 707 2,100 1,771 1,991 3,762 39,897 Internal Trips (AM=11%, PM=18%, ADT=18%)b -112 -112 -224 -331 -331 -662 -7,021 Passby Trips (Shopping Center and High Turnover
[Sit-Down] Restaurant)(15%)c -166 -151 -317 -3,375
PHASE 2 TOTAL 1,281 595 1,876 1,274 1,509 2,783 29,501
1431
Appendix G
Transportation Demand Management Memorandum
RK Engineering Group, Inc. (July 2024)
1432
group, inc. engineering

TRANSPORTATION DEMAND MANAGEMENT PLAN

THE TRIANGLE
City of Murrieta, California
1433

THE TRIANGLE

TRANSPORTATION DEMAND MANAGEMENT PLAN
City of Murrieta, California

Prepared for:

TRES ESTRELLAS, LLC
618 West Baseline Road
Murrieta, CA 91711
Prepared by:

RK ENGINEERING GROUP, INC.
1401 Dove Street, Suite 540
Newport Beach, CA 92660
Rogier Goedecke
President
July 10, 2024
RK17757.1
JN: 2850-2022-01
1434
Table of Contents

Section Page

1.0 Introduction.......................................................................................... 1-1

2.0 Alternative Transportation Methods .................................................... 2-1

2.1 Public Transit Options 2-1

2.2 Motorcycle and Bicycle Use 2-4

3.0 TDM Recommendations........................................................................ 3-1

3.1 Flex Time Schedules 3-1

3.2 Preferential Rideshare (Carpool) Parking 3-2

3.3 Transit Information Center 3-2

3.4 Secure Bicycle Parking 3-3

3.5 On-Site Amenities 3-3

3.6 Trip Reductions 3-3
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List of Attachments
Exhibits
Location Map ........................................................................................................... A Site Plan ................................................................................................................... B Existing Bus Stops..................................................................................................... C City of Murrieta General Plan Trails and Bikeways………………………...................... D TDM On-Site Recommendations ............................................................................... E

Appendices
Riverside Transit Agency (RTA) Bus Schedules ............................................................ A City of Murrieta Municipal Code Section 16.40: Transportation Demand Management… B 1436
1-1

1.0 Introduction
Project Description
The proposed Triangle mixed-use development project (hereinafter referred to as “The Triangle” or “project”) consists of a regional shopping center on an approximately 64.3- acre site bounded by Murrieta Hot Springs Road to the north, I-15 to the southwest, and I215 to the southeast, in the City of Murrieta. The project will be served by three (3) vehicular access points located along Murrieta Hot Springs Road. The initial development plan consists of approximately 280,000 square feet (SF) of use on approximately 40 acres.

The project site is currently designated commercial in the City of Murrieta General Plan and is also zoned as The Triangle Specific Plan (SP 276). No changes are proposed to those existing designations.

Based on project conditions of approval, a Transportation Demand Management (TDM) plan is required to reduce single-occupancy employee vehicle trips to and from the project site, per the City of Murrieta Municipal Code Section 16.40: Transportation Demand Management.

Appendix B includes the City of Murrieta Municipal Code Section 16.40: Transportation Demand Management.

The Triangle mixed-use development project will be constructed in multiple phases. Typical land uses within the shopping center will consist of retail, restaurant, health club, general office, etc. This TDM plan as it stands reflects only the initial phase of the development, which consists of approximately 280,000 SF of commercial/retail use. As more development phases are added, the TDM plan may be modified to include future project expansions.

A location map and site plan for the project are provided in Exhibit A and Exhibit B, respectively.
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Proposed Employees
The site will be occupied by The Triangle mixed-use development project. Due to the preliminary stage of the project, the final tenant/land use mix for the initial 280,000 SF phase of The Triangle has not been determined, and as such, there is no employee information available.

The City of Murrieta Municipal Code Section 16.40.030 provides a methodology to determine employee generation for new developments where actual employment statistics may not exist. Said methodology utilizes gross square feet-to-employee rates which are dependent on land use categories, as published in the Municipal Code and shown in the table below.

Employee Generation by Land Use Category
Land Use Category Gross Square Feet/Employee
Retail/Commercial Five Hundred (500) Square Feet/Employee Office/Professional Three Hundred (300) Square Feet/Employee Industrial/Manufacturing Five Hundred (500) Square Feet/Employee Warehouse One Thousand (1,000) Square Feet/Employee
Hotel/Motel 0.5 Employees/Guest Room
Hospital Three Hundred (300) Square Feet/Employee
Source: City of Murrieta Municipal Code Section 16.40.030 Table 3-12.

For retail/commercial land uses such as the proposed project, the Municipal Code advises one employee per 500 SF. As previously mentioned, the initial development plan for The Triangle consists of approximately 280,000 SF of commercial/retail use. Therefore, the number of employees expected to be employed during the initial phase of The Triangle is calculated as follows:

Number of Employees = 280,000 SF x (1 Employee/500 SF) = 560 Employees. 1438
1-3
TDM Plan & Objectives
The City of Murrieta Municipal Code requires all new or expanded facilities that employ 100 or more persons at one site to prepare a TDM plan. Since the proposed Triangle mixed-use development project is forecast to employ approximately 560 employees, it is subject to following these guidelines.

This TDM plan is consistent with The Triangle Specific Plan (SP 276) Ordinance, dated October 2013, and the South Coast Air Quality Management District (SCAQMD) Rule 2202 Employee Commute Reduction Program (ECRP) Guidelines, dated February 5, 2016.

In accordance with the SCAQMD Rule 2202 ECRP Guidelines, employers shall submit an ECRP that demonstrates that they have met the annual Average Vehicle Ridership (AVR) target for the AVR Performance Zone in which the worksite is located. In the case of new developments, such as the proposed project, employers may fulfill this requirement by choosing to submit a TDM plan that includes employee commute trip reduction strategies.

The purpose of the TDM plan is to provide regulations to help reduce air pollution and congestion caused by vehicle trips and vehicle miles traveled (VMT). The TDM plan will provide the occupants of the site with additional transportation options to reduce vehicle trips and VMT.

The primary objective of this TDM plan is to reduce the number of single occupancy vehicle (SOV) trips to and from the project site. To reduce the amount of vehicular traffic, the number of people driving alone to the building can be reduced by diverting a portion of employees to alternative modes of transportation. Common vehicle trip reduction strategies include walking, public transit, bicycling, carpooling, vanpooling, monetary incentives, etc. This TDM plan incorporates many strategies which can facilitate convenient access to transit, provide a pedestrian-friendly environment, promote non-automobile travel, and can support the goals of a trip reduction program.

The Triangle will include pedestrian walkways and open spaces to ensure pedestrian mobility within the site. Each Planning Area within The Triangle will be linked through a series of pedestrian walkways to the pedestrian walkway along the Internal Connector Road. This network of pedestrian connections among all the uses on-site will be designed to unify the entire project area and provide pedestrian site access to the buildings, parking, and site activity areas. A 6’ meandering sidewalk along the southern side of Murrieta Hot Springs Road provides pedestrian access to the three (3) project site entries. Internal 1439
1-4
pedestrian circulation is provided throughout The Triangle by use of 6’ sidewalks along the Internal Connector Road, 5’ sidewalks along all secondary drives, and 5’ pathways that connect all the Planning Areas and uses of The Triangle. Marked crosswalks will be provided at all street crossings to provide safe crossings of the Internal Connector Road, secondary drives, and access to building entries.

The project's location allows the employees to take advantage of the existing network of public transit offerings. The Triangle project site is bounded by Murrieta Hot Springs Road to the north, I-15 to the southwest, and I-215 to the southeast. As a result, the project can utilize existing public transit services with five (5) bus stops located within ½ of a mile of the site. Class II Bike Lanes are also conveniently provided near the project site. Based on the City of Murrieta General Plan Trails and Bikeways map, bicycle and pedestrian facilities will continue to expand near the project site.
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2-1

2.0 Alternative Transportation Methods
This Transportation Demand Management plan contains interrelated strategies that work together to reduce the number of work-related SOV trips to and from the site. A primary objective of the TDM plan is to make more efficient use of existing transportation facilities to reduce traffic congestion and air pollution. Apart from increasing vehicle occupancy, the TDM strategies proposed to be implemented by The Triangle mixed-use development project have great potential to promote and encourage the use of alternative transportation methods by the employees. A key to getting employees to use alternative transportation is informing and educating them about the availability and benefits of alternative transportation modes.

2.1 Public Transit Options (Exhibit C)
The location of The Triangle along Murrieta Hot Springs Road makes the site easily served by public transit. Currently, bus transit service operates nearby and may be a viable option for employees.

Public transit use is the most ideal of the TDM strategies. It is a total removal of a vehicle trip from the roadways and the need for a parking space, rather than merely shifting the time of a vehicle trip. Making public transit services more readily available to the employees of the site would allow them more opportunity to take advantage of public transit to commute to work. Utilizing public transit would also reduce parking demand and traffic impacts.

Using public transit also results in savings for people who start using it. They save money on fuel and the mileage on their cars. They also gain time to use when riding public transit to read, sleep, or work.

Bus Service
Public transit bus service in the City of Murrieta is provided by the Riverside Transit Agency (RTA) and runs on major arterial and collector streets in the city. The following two (2) bus lines operate within ½ of a mile of the project site, as shown on Exhibit C:
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1. Route 23: Temecula – Murrieta – Wildomar
 Service is provided from approximately 6:30 AM – 8:00 PM at approximately 1-hour intervals Monday – Friday.
 Service is provided from approximately 7:00 AM – 7:30 PM at approximately 1-hour intervals Saturday – Sunday.

2. Route 61: Perris Station Transit Center – Sun City – Quail Valley – Menifee – Murrieta - Temecula
 Service is provided from approximately 4:30 AM – 8:30 PM at approximately 1-hour intervals Monday – Friday.
 Service is provided from approximately 6:30 AM – 7:30 PM at approximately 1-hour intervals Saturday – Sunday.
 Service is provided to and from the Perris Station Transit Center, in the City of Perris.

It should be noted that anticipating future expansion of local transit service, per The Triangle Specific Plan (SP 276) Ordinance, a public transit stop with a bus turnout is planned on the south side of Murrieta Hot Springs Road just east of the future Monroe Avenue at Murrieta Hot Springs Road intersection. This future bus stop will include a seating bench and a passenger shade shelter and will provide service eastbound along Murrieta Hot Springs Road. The proximity of the proposed location to the project site will further promote and encourage the use of public transit by project employees and visitors.

RTA Routes 23 and 61 have five (5) bus stops located within ½ of a mile walking distance from the project site, as described below:

1. Bus Stop #2514 is in the Walmart parking lot along Madison Avenue and serves RTA Route 23. Service is provided both northbound and southbound along Madison Avenue, since this is a turnaround stop.
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2. Bus Stop #2473 is located at the southwest corner of Hancock Avenue at Medical Center Drive and serves RTA Routes 23 and 61. Service is provided southbound along Hancock Avenue.

3. Bus Stop #2531 is located at the northeast corner of Hancock Avenue at Medical Center Drive and serves RTA Routes 23 and 61. Service is provided northbound along Hancock Avenue.

4. Bus Stop #2493 is located on the west side of Alta Murrieta Drive approximately ¼ of a mile north of Murrieta Hot Springs Road and serves RTA Route 23.

Service is provided southbound along Alta Murrieta Drive.

5. Bus Stop #3318 is located at the southeast corner of Alta Murrieta Drive at Murrieta Hot Springs Road and serves RTA Routes 23 and 61. Service is provided eastbound along Murrieta Hot Springs Road.

The project should provide bus service maps and schedules and information to all employees to further promote the use of local transit.

Transit schedules for RTA Routes 23 and 61 are included in Appendix B.

Train Service
As previously mentioned, RTA Route 61 offers service to and from the Perris Station Transit Center, which is located approximately eighteen (18) miles from the project site, in the City of Perris.

Trains can provide service for longer distance commuters to the project. Current Metrolink schedules are available online at www.metrolinktrains.com. Copies of the Metrolink train schedules can also be obtained at the Perris Metrolink Station. 1443
2-4

2.2 Motorcycle and Bicycle Use (Exhibit D)
Although the automobile is the most common type of vehicle used for commuting in Southern California, other vehicle types exist that accomplish the same purpose with much less traffic and pollution impact. The motorcycle and bicycle are the vehicle types that have the narrowest profile of all vehicles and cause the least traffic impact.

Motorcycles provide the same amount of mobility cars provide yet produce low traffic and parking impact. They occupy less than half the space of a car, even less compared to a sports utility vehicle (SUV). In traffic, a motorcycle easily bypasses traffic congestion due to its small size. Although motorcycles have some drawbacks compared with an automobile, growing traffic congestion in the region may make motorcycle use more desirable.

Biking is encouraged since it has a low traffic impact and is non-polluting and healthy for the commuter. Southern California is particularly well-suited for bicycle commuting due to its temperate climate, and research has indicated that a commute distance of 1-7 miles can easily be done on a bicycle. In addition, all RTA buses have bicycle racks, making bicycle commuting very convenient and extending the range of a bicycle commuter.

Bicycle facilities have been implemented throughout the city, which make bicycling safer and more convenient. The closest existing bicycle facility to the project site is the Class II on-road striped bike lane along Hancock Avenue. The City of Murrieta General Plan Trails and Bikeways map is shown on Exhibit D.

Additionally, and as previously mentioned, bicycle facilities are planned to continue to expand in the future near the project site. Per The Triangle Specific Plan (SP 276) Ordinance, a Class II bike lane is planned for Murrieta Hot Springs Road that will allow bicyclists access to the project site. Furthermore, to facilitate bicycle movement into and through the site, a 5’ bicycle lane will be provided either as an on-street lane on the Internal Connector Road or in a multi-purpose path along one side of the Internal Connector Road.
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3.0 TDM Recommendations (Exhibit E)
Transportation Demand Management is the use of strategies to make more efficient use of existing transportation facilities to reduce traffic congestion and air pollution. This includes strategies to increase vehicle occupancy (the number of occupants per vehicle) during the AM/PM peak hour commutes, diverting drivers to alternative transportation, and reducing lunchtime vehicle trips. This involves providing opportunities to reduce driving alone and providing incentives for alternative modes of transportation.

The Triangle mixed-use development project will implement this TDM plan which consists of the following employee commute reduction strategies:

1. Flex Time Schedules

2. Preferential Parking for Ridesharers

3. Transit Information Center

4. Secure Bicycle Parking

5. On-Site Amenities
As previously mentioned, this TDM plan along with its recommended trip reduction strategies reflects only the initial phase of The Triangle mixed-use development project, which consists of approximately 280,000 SF of commercial/retail use. As more development phases are added in future expansions, the TDM plan may be modified and new trip reduction strategies/recommendations may be considered.

The implementation of the employee commute reduction strategies described in the following sections is the responsibility of The Triangle as a whole development, and not the responsibility of the individual employers/tenants that will operate within The Triangle.

3.1 Flex Time Schedules
Employees within The Triangle should be allowed to adjust their work hours to accommodate public transit schedules or rideshare arrangements. Employers must have a formal written policy on flex time that outlines the provisions to permit their employees to adjust their startand end-times based on available alternative transportation. 1445
3-2

3.2 Preferential Rideshare (Carpool) Parking
The Triangle will provide preferential parking spaces for rideshare vehicles. Such spaces must be clearly posted or marked in a manner that identifies them for carpool use only. Preferential parking may include parking that is located near the building entrance, covered, or otherwise preferable. Passenger loading areas to embark and disembark passengers from carpool vehicles will also be established. The passenger loading areas will be located near the building entrance and should be designed in a manner that does not impede vehicular circulation in the parking area or internal street system of the site, as well as fire, police, or paramedic access to the site.

The Triangle will have designated areas for preferential parking spaces for all employees from all worksites to access and utilize. Individual employers must inform their employees about the location of these parking spaces and their shared nature among all employees within The Triangle. Exhibit E illustrates the location of the proposed forty-eight (48) preferential carpool parking spaces, as well as the location of proposed passenger loading areas.

3.3 Transit Information Center
The Triangle will provide a transit information center that makes available general transit information and/or the on-site sale of public transit passes, tickets, or tokens to the worksite employees. At a minimum, the information must be updated quarterly. Since The Triangle will be a multi-employer site, this strategy may be implemented by establishing a centralized sitewide transit information center. The centralized transit information center will serve all employees from all worksites within The Triangle and will be in a central area accessible to all employees on-site. It will provide the most up-to-date transit information as well as sell bus passes, tickets, etc. Additionally, transit information kiosks will be located throughout the site with real-time travel information screens to further promote alternative transportation to all employees and visitors. Exhibit E illustrates the location of the proposed centralized transit information center as well as the proposed transit information kiosks.

3.4 Secure Bicycle Parking
1446
3-3
The Triangle will provide secure bicycle parking throughout the site available to eligible employees who commute by bicycle. Site-wide secure bicycle parking, in the form of racks, will be installed throughout the site and accessible to all employees from all worksites. Exhibit E illustrates the location of the proposed twelve (12) bicycle racks throughout the site, comprising sixty (60) secure bicycle parking spaces on-site.

3.5 On-Site Amenities
The Triangle will include typical shopping center land uses designed to encourage solo commuters to participate in the commute reduction program. Since The Triangle will be a multi-employer site, on-site amenities such as restaurant uses, cafeterias and food vendors, transit information kiosks, and ATMs, will be established and accessible to all employees from all worksites. This strategy has the potential to decrease off-site trips, reducing overall VMT.

Exhibit E illustrates the location of the proposed on-site amenities.

3.6 Trip Reductions
Per the City of Murrieta Municipal Code Section 16.40.040, applicable developments employing 100 or more persons shall incorporate facilities and/or programs to attain a 12% work-related trip reduction.

As previously mentioned, the number of employees expected to be employed during the initial phase of The Triangle mixed-use development project is 560, which generates 560 round-trip employee trips. As such, the resulting trip reduction required to meet the City of Murrieta Municipal Code trip reduction requirement is sixty-eight (68) round-trip employee trips.

The City of Murrieta Municipal Code provides specific trip reduction measures that can be utilized to comply with the 12% reduction requirement. The table below shows the projected number of round-trip employee trips that will be reduced per applicable trip reduction measures to attain a minimum 12% work-related trip reduction (68 trips). 1447
3-4
Trip Reduction Summary
Measure
Number Reduction Measure Trips
1 Preferential Parking for Carpool Vehicles 48
2 Secure Bicycle Parking (Racks) 60
3 Information Center for Transportation Alternatives 2
4 On-Site Amenities 8
Total Trip Reduction 118 (21%)
Through the implementation of the TDM strategies summarized in the table above, The Triangle is expected to attain a 21% work-related vehicle trip reduction (118 trips), which is greater than the 12% trip reduction requirement outlined in the City of Murrieta Municipal Code Section 16.40.
1448
RK ENGINEERING GROUP, INC. appreciates this opportunity to work with TRES ESTRELLAS, LLC on this project. If you have any questions regarding this study, please do not hesitate to contact us at (949) 474-0809.

Respectfully Submitted,
RK ENGINEERING GROUP, INC.

Rogier Goedecke
President
1449

Exhibits
1450
1451
engineering group, inc. THE TRIANGLE TRANSPORTATION DEMAND MANAGEMENT PLAN, City of Murrieta, CA 2850-2022-01 Site Plan Exhibit B N = The Triangle Phase 1 (Proposed Project) Legend:
1452
1453
1454
1455

Appendices
1456
Appendix A

Riverside Transit Agency (RTA) Bus Schedules
1457
Lake
Perris
Lake
Mathews
Canyon
Lake
Lake
Elsinore
Santa Ana River
Santa Ana River
Santa Ana River
215
UCR
UCR
University
Village
Post Office
60 MLK Blvd.

MLK Blvd.

University Av.

University Av.

Blaine
Monte Vista
Vassar
Spruce St.

Watkins Dr.

Central Av.

Iowa Av.

Chicago Av.

Chicago Av.

El Cerrito
Canyon Crest Dr.

W Campus
Canyon Crest Dr.

RIVERSIDE
ROUTE 51 Crest Cruiser Trolley
Trolley Stops
Transfer Point and Information
Legend | Map not to scale
51 51
51 UCR AT

BANNOCKBURN
1•16•51•204

IOWA AT UNIVERSITY
1•14•16•51•204

IOWA & BLAINE
1•10•14•51

CHICAGO
& CENTRAL
22•51

CANYON CREST

TOWNE CENTRE
16•51

UNIVERSITY VILLAGE
& VILLAGE TOWERS APTS
1•14•16•51

WINCHESTER RD

YNEZ RD
15 15
Chaparral
H.S.

Ysabel
Barnett
E.S.

Abbott
Extended Stay America
Best
Western

HARVESTON
Palm Plaza
Shopping Center

TEMECULA
MOTOR
CAR
PKWY
The Promenade
at Temecula

OVERLAND

WINCHESTER RD

DATE ST
COUNTY

CENTER DR

EQUITY DR

YNEZ RD

NICOLAS RD

YNEZ RD

YNEZ RD

HARVESTON DR

HARVESTON

SCHOOL RD RUSTIC GLEN DR

HARVESTON DR

VILLAGE RD

LAKEVIEW RD

MARGARITA RD

MARGARITA RD
« TOWNSHIP RD
Trolley Stops
Transfer Point and Information
Legend | Map not to scale
ROUTE 55 Temecula Trolley

COUNTY CENTER
55•79 PROMENADE MALL
23•24•55•61•79•206
55 55
Route 204 continues to
Montclair Transit Center.
« Route 200 to
Anaheim
Route 200 to
San Bernardino
Transit Center
« OCTA 794 to
South Coast Metro
MEAD
VALLEY
CANYON
LAKE
QUAIL
VALLEY
SUN
CITY

MENIFEE

WINCHESTER
PERRIS
MORENO
VALLEY
LOMA
LINDA
GRAND

TERRACE

HIGHGROVE
CANYON
CREST

MARCH JPA RIVERSIDE

WOODCREST
CORONA
HOME

GARDENS

TEMESCAL
CANYON
NORCO
JURUPA
VALLEY

ONTARIO

MIRA LOMA

EASTVALE

MEADOWBROOK

BEAUMONT BANNING
SAN

JACINTO
HEMET
EAST
HEMET
VALLE
VISTA
LAKE

ELSINORE

MURRIETA

WILDOMAR

TEMECULA

OLD TOWN

REDHAWK

FRENCH VALLEY
15 15
15 91
91 74
74 74
91 91
60 60
60 60
215
215
10 215
215
215
60 79
10 10
74 74
79 79
79 76
79 15
15 15
15 15
15 215
8 8
8 8
8 8
8 8
8 3
3 3
3 1
1 1
1 1
1 16
16 16
16 13
13 13
13 13
13 49
49 49
49 21
21 15
15 15
15 15
15 12
12 12
12 12
12 11
18 18
19 19
19 19
19 19
30 30
30 20
20 20
20 20
27 27
27 27
27 27
27 28
28 28
28 31
32 32
32 32
32 33
33 42
42 42
42 42
74 74
74 74
74 74
74 74
74 74
74 33
33 33
31 31
31 31
41 41
41 41 41
41 41
28 61
61 61
61 61
61 61
61 61
61 61
61 9
9 9
9 9
22 22
22 22
22 22
29 29
29 29
29 29
20 20
11 11
11 10
10 10
10 10
14 14
14 14
14 14
14 23
23 23
23 23
79 79
79 79
79 79
79 79
79 79
79 79
24 24
24 24
24 24
200
200
200
200
200
200
794
794
794
794
206
206
206
206
206
206
206
206
206
206
206
204
204
204
204
204
31 31
31 31
31 RCC
The Pedley
Metrolink
Station
Amazon
Eastvale
Moreno Valley
March Field
Metrolink Station
La Sierra
Metrolink
Station
Corona
Transit
Center
Social
Security
Office
MLK
High
School
Citrus Hills
High School
RTA
Country
Village
Corona
Regional
Medical
Center
Kaiser
Hospital
Parkview
Hospital
Norco
College
Galleria
at Tyler
County
Mental
Health
Cal Baptist Univ.

La Sierra
University
Corona Hills
Brockton Arcade Moreno
Valley
Mall
Moreno
Valley
College
PERRIS

FAIRGROUNDS
Starcrest
Mead Valley
Community
Center
Mead Valley
Library
Mt. San Jacinto
College-Menifee
Southwest
Justice
Center
French
Valley
Airport
Riverside University Medical Center
Kaiser
Permanente
Medical
Center
Walmart
Loma Linda University Medical Center
Loma Linda VA
Hospital
Menifee
City Hall
Menifee Valley
Medical Center
Quail Valley
Fire Station
Walmart
Corona
City Hall
Norco
City Hall
Norco
Senior Center
Vintage Terrace
Senior Community
Canyon Community
Church Park and Ride
Walmart
City
Hall
Mt. San
Jacinto College Soboba
Casino
Hemet
Valley
Mall
Walmart
City
Hall
Outlet
Center
Mission
Trail
Library
Walmart
LEUSD
Inland Valley
Medical Center
Wildomar
City Hall
Murrieta
City Hall
& Senior
Center Walmart
Pechanga
Resort
Temecula Walmart
Great Oak HS
Promenade Mall
Rancho Springs
Medical Center
Temecula
Valley
Hospital
MSJC
Temecula
Valley
Temecula
City
Hall
Community
Center
City
Hall
March
ARB
City
Hall

STAGECOACH
PLAZA
Loma Linda University
Medical Center
Dos Lagos
Tom’s Farms
68TH ST
CITRUS

PATS RANCH RD

MISSION BLVD
TILTON

LINCOLN

INDIANA

INDIANA
PIERCE
HOLE

MT HUMPHRIES

RIVERWALK

MCKINLEY
RICHEY

MAGNOLIA
TYLER
TYLER

CALIFORNIA

CALIFORNIA

COLORADO
WELLS

MAGNOLIA

OLIVEWOOD

VICTORIA VICTORIA

MAGNOLIA

PROMENADE/COLLETT
6TH ST
6TH ST

ARLINGTON

ARLINGTON
GOULD »

VAN BUREN

VAN BUREN

MISSION BLVD

VAN BUREN

VAN BUREN

ARLINGTON ARLINGTON

LA SIERRA

LA SIERRA
SIERRA VISTA »

LA SIERRA

MAIN ST

N MAIN ST

HAMNER HAMNER
SUMNER
JURUPA
CREST
CHAPEL
MONROE »

CENTRAL CENTRAL

CHICAGO CHICAGO

BROCKTON

BROCKTON

STREETER

PHOENIX

HARRISON
14TH
MLK
HORACE
MARLAY
CHERRY
JURUPA

MISSION BLVD

GRANITE HILLS

LIMONITE

LIMONITE
10TH

RIVERVIEW

LIMONITE

MULBERRY
BANANA

COUNTRY

VILLAGE

FELSPAR
PEDLEY

RUBIDOUX
MAIN

MARLBOROUGH
SPRUCE
CENTER
BARTON
BARTON

PROSPECT
BENTON

CENTRAL

TOWNGATE
CAMPUS

FREDERICK

CACTUS CACTUS
MEYER

COTTONWOOD

TOWNGATE

IRONWOOD

HEMLOCK

MANZANITA

HEACOCK

RIVERSIDE

KITCHING

HEACOCK

PIGEON PASS
INDIAN

LASSELLE LASSELLE

MORENO BEACH
MORENO
BEACH

KITCHING
NASON
NASON
« EUCALYPTUS

EUCALYPTUS
FIR
JFK

RAMONA EXPWY

RAMONA EXPWY
IRIS
IRIS
IRIS

KRAMERIA

SUNNYMEAD

SUNNYMEAD RANCH

ALESSANDRO

ORANGE TERRACE

ALESSANDRO

TRAUTWEIN

ALESSANDRO
« CENTERPOINT

UNIVERSITY

LOCHMOOR

SYCAMORE CYN
« FAIR ISLE

BOX SPRINGS

CANYON CREST

MT VERNON

IOWA IOWA
RUSTIN

MT VERNON

ANDERSON
WOOD

OLEANDER
RIDER

OAKLAND

CAJALCO

CAJALCO

CAJALCO

ALEXANDER
CLARK

BROWN ST
HAINES
THEDA

MARKHAM

OLD ELSINORE
DAY
« MISSION
GROVE
BLAINE
LINDEN

RUSSELL
CENTER

COLUMBIA
1ST
3RD

LA CADENA
ORANGE
ORANGE

PERRIS BLVD PERRIS BLVD

PERRIS BLVD PERRIS BLVD

PERRIS BLVD PERRIS

PERRIS BLVD

EVANS RD EVANS RD
MORGAN
SAN JACINTO »
ORANGE

BARRETT

SAN JACINTO
ELLIS
NAVAJO
NUEVO
NUEVO
« WILKERSON REDLANDS AV

SHERMAN

PALOMAR

RIDER ST

MAY RANCH
4TH ST
ELLIS»
11TH»
GOETZ»
C ST»
MCCALL

ETHANAC RD

MATTHEWS

SUN CITY

ENCANTO

BRADLEY
CHERRY
HILLS

DOMENIGONI PKWY

MURRIETA
EVANS
GOETZ

NEWPORT RD
LA
PIEDRA
« ANTELOPE
ROHRABACHER »
« WEBSTER
INDIAN
MARKET
24TH
HALL

BIG SPRINGS

WATKINS

BEAUMONT AVE
HIGHLAND SPRINGS »
SUNSET
1ST
2ND

FRUITVALE

COTTONWOOD
MENLO

FLORIDA

FLORIDA
MAIN

RAMONA EXPWY

GILMAN SPRINGS

RAMONA EXPWY

RAMONA EXPWY

RAMONA BLVD
W 7TH E 7TH
SOBOBA

DE ANZA

IDYLLWILD

ESPLANADE
MENLO

LAKE PARK DR

LYON LYON

SANDERSON

SANDERSON

GILBERT
« GILMORE

PALM PALM

STATE STATE
BUENA
VISTA » Juanita »
STATE

SAN JACINTO SAN JACINTO

DARTMOUTH

STANFORD
WARREN
HEWITT

MISTLETOE

ENTERPRISE
SANTA
FE
DEVONSHIRE »

STETSON

MUSTANG
ACACIA

CENTRAL

OAKLAND OAKLAND

SIMPSON
« LATHAM

MAYBERRY

MAYBERRY

THORNTON

STETSON

THORNTON THORNTON CAWSTON KIRBY KIRBY
GRAND
DEVONSHIRE »

RIVERSIDE DR

RIVERSIDE DR

GRAND AVE

GRAND AVE

PALOMAR
HIDDEN

SPRINGS

PRIELIPP

ISLAND VALLEY

MADISON
SKY RIDGE»

JACKSON
KALMIA

JUNIPER
NUTMEG

CLINTON KEITH

SCOTT RD

BUNDY CANYON
KEITH

CLINTON
CATT
CALIF. OAKS
ARCONTE»
WILDOMAR »
« GRUWELL

MISSION TRAIL

LAKESHORE DR
MALAGA

LAKESHORE
« RAILROAD
CYN RD

COLLIER

COLLIER

LINCOLN
GRAHAM

POTTERY
MAIN

SUMMERHILL
CANYON

ESTATES
DEXTER

CAMBERN
3RD
CHANEY

NICHOLS

CENTRAL

MACHADO
ORTEGA
HWY

MURRIETA HOT SPRINGS

MURRIETA

HOT SPRINGS
YNEZ
NICOLE
PUJOL
FRONT

PECHANGA PKWY

MARGARITA RD

MARGARITA RD

DEER HOLLOW

RED HAWK
PKWY
« TEMECULA PKWY

OVERLAND
RANCHO CALIF.

RANCHO CALIF.

MAIN
1ST

COUNTY CNTR

EQUITY DR

LOS ALAMOS
ALTA

MURRIETA

WHITEWOOD

WHITEWOOD

MARGARITA

WINCHESTER
6th
MARKET

LAMPTON CLARK
COUNTY
FARM

MARIPOSAPARSONS
PALM

LINCOLN

NEW CHICAGO
GRANT
COMMERCE WAY »

DIAMOND
MISSION TRAIL »
3RD

WINCHESTER

WINCHESTER
BENTON
THOMPSON »
AULD

TECHNOLOGYSKY CANYON

TEMEKU POURROY
CLOCHE
MAGDAS

COLORADOS BRIGGS
« LINNEL

MCELWAIN

ANTELOPE ANTELOPE
KELLER

POINSETTIA MENIFEE
PEPPERCORN »

MERCEDES
DONA
LYNORA

LA PIEDRA RD

CHAMBERS AVE

MURRIETA RD

CASE RD
« DOS LAGOS
TEMESCAL CANYON »

TEMESCAL
CANYON

GOODMAN

CANTU-GALLEANO RANCH

GOODMAN

HIDDEN VALLEY

MERIDIAN PKWY
CLAY

DUNLAP DR

BRADLEY

WALNUTSHERMAN EL NIDO

MENIFEE
GARNER
RIVERA
ALAMO

WASHINGTON

HANCOCK

LINCOLN
HAYES
NIGHT
HAWK

VINEYARD

SANDERSON

CAWSTON
EATON
FRONT
PUJOL

OVERLAND
6TH »
MAIN »
1ST

MERCEDES
« ALGRAVE
« SKY VIEW
Route Number
Route Path
Commuter Routing
Transfer Point
Metrolink Station
Interstate
State Highway
Main Road
Water
Alternate Routing
Point of Interest
Medical Facility
41 Welcome aboard the Riverside Transit Agency (RTA), your community transportation provider. The RTA operates 47 bus routes to provide you with safe, cost-effective and reliable service in western Riverside County. We hope that this System Map is useful to you in planning your trip. Should you need additional information, please call the Customer Information Center at (951) 565-5002. (951) 565-5002 | www.RiversideTransit.com

SYSTEM MAP
© 2022 Riverside Transit Agency. Effective Date: September 11, 2022

MAP NOT TO SCALE
SEE

DOWNTOWN

RIVERSIDE
DETAIL

GALLERIA AT TYLER
1•10•12•13•14•15•21
27•200

CORONA TRANSIT CENTER
1•3•206•CORONA CRUISER
BLUE, RED•METROLINK
UCR &

BANNOCKBURN
1•16•51•204

HUNTER PARK/UCR

METROLINK STATION
13•METROLINK

MORENO VALLEY MALL
11•16•18•19•31

MORENO VALLEY/

MARCH FIELD

METROLINK STATION
20•METROLINK

RIVERSIDE UNIVERSITY

MEDICAL CENTER
20•31•41

MORENO VALLEY

COLLEGE
19•20•41

PERRIS STATION

TRANSIT CENTER
9•19•22•27•28•30•61
74•METROLINK

CHERRY HILLS
& BRADLEY
61•74

LAKE ELSINORE OUTLET

CENTER PARK & RIDE
8•9•206

HEMET VALLEY MALL
28•31•32•33•42•74•79
MT. SAN JACINTO

COLLEGE
31•32•74•79

MULLIGAN FAMILY

FUN CENTER
23•206

PROMENADE MALL
COUNTY CENTER DR 23•24•55•61•79•206
55•79
LEGEND
Stop Location Number
Route Numbers
NB=Northbound | SB=Southbound
EB=Eastbound | WB=Westbound
CW=Clockwise
1 10
200
200
200
200
200
204 14 14
14 22 22
29 29
49 49
49 1
15 13
13 13
10 10
10 12
12 13 10
10 10
12 12
29 204
12 13 15
15 15
1 1
1 Omnitrans 215
Omnitrans 215
Omnitrans 215
Omnitrans 215
Omnitrans 215 ONE WAYONE WAY
I
J
K
H
G

CHESTNUT ST

FOURTEENTH ST

FIFTEENTH ST

THIRTEENTH ST

TWELFTH ST

ELEVENTH ST

TENTH ST

SIXTH ST

SECOND ST

FIFTH ST

FOURTH ST

THIRD ST

NINTH ST

MISSION INN AV

UNIVERSITY AV

ORANGE STLEMON STLIME STMULBERRY ST

ALMOND ST
MAIN ST Main St Mall

MARKET ST MARKET ST MAGNOLIA AV

FAIRMOUNT BLVD

BROCKTON AV

VINE ST
A
B
F
E
C
D
Riverside
Community
Hospital
White Park
Fox Performing
Arts Center
Hall of
Justice
Courthouse Detention
Center
City
Hall
Convention
Center
Main
Library
Mission
Inn
County
Administration
Center

DIAL-A-RIDE
AMTRAK
MEGA BUS Riverside-Downtown Metrolink Station
v22-0911_v01/chart_Stop_Location_Chart_22-0911
91 91
91 91
1791
1754
1081
1080
1149 4608
4609
1082
1150
3502
3503
1147 1148
3574 3490
3491 3501
3489
1002
1001
1446
1445
1444
3496
OMNI
CLOSED
CLOSED
CLOSED
CLOSED
3494
1085
1085
1085
1085
1085
1498
3575
3506 1830
3265
3258
3504 1448
1449
3824
1606
1790

BUS STOP
NUMBER
ROUTES

SERVED & DIRECTION
1754 Brockton & 14th 14EB
1791 Brockton & 14th 14WB
1790 Brockton & 10th 14WB
3506 Brockton & University 14WB
1830 University & Brockton 14EB
3258 Mission Inn & Brockton 49EB
3265 Mission Inn & Brockton 49WB
1081 Magnolia & 14th 1WB, 13WB, 15WB
1080 Magnolia & 15th 1EB, 13EB, 15EB
1149 Market & 12th 1WB, 13WB, 15WB
1082 Market & 12th 1EB, 13EB, 15EB
4608 Market & 12th No Service
4609 Market & 11th No Service
1147 Market & 10th 1WB, 13WB, 15WB
3503 Market & 10th 13EB, 15EB
3575 Market & University 12EB, 204NB
3504 Market & 6th 12WB, 29EB
1448 Market & 6th 12EB, 29WB
1606 Market & 4th 12WB
1449 Market & 3rd 12EB, 29WB
3574 University & Market 1EB, 12WB, 13EB, 14EB, 15EB,
22SB, 29EB, 49EB, 204SB
3491 University & Market 1WB, 13WB, 14WB, 15WB,
22NB, 29WB, 49WB
1150 Orange & 12th 10WB, 12WB, 13EB
1148 Orange & 10th 10WB, 12WB, 13EB
3490 Orange & University 10WB, 12WB, 13EB
1498 14th & Orange Grove 10WB, 12WB, 13EB
1445 Lemon & 14th 10EB, 12EB, 13WB
1446 Lemon & 12th 10EB, 12EB, 13WB, 200EB/WB,
1001 University & Lemon 1EB, 14EB, 15EB, 22SB, 29EB,
49EB, 204SB, Omnitrans 215
1002 University & Lemon 22NB, 29WB, 49WB
3489 Lemon & University 10EB, 200EB/WB
3501 University & Lemon 1WB, 15WB
OMNI Inside Metrolink Station
Board at Bay E
Omnitrans 215
3496 Inside Metrolink Station
Board at Bay F
200EB/WB
1085

BUS STOP
NUMBER
ROUTES

SERVED & DIRECTION
1754 Brockton & 14th 14EB
1791 Brockton & 14th 14WB
1790 Brockton & 10th 14WB
3506 Brockton & University 14WB
1830 University & Brockton 14EB
3258 Mission Inn & Brockton 49EB
3265 Mission Inn & Brockton 49WB
1081 Magnolia & 14th 1WB, 13WB, 15WB
1080 Magnolia & 15th 1EB, 13EB, 15EB
1149 Market & 12th 1WB, 13WB, 15WB
1082 Market & 12th 1EB, 13EB, 15EB
4608 Market & 12th No Service
4609 Market & 11th No Service
1147 Market & 10th 1WB, 13WB, 15WB
3503 Market & 10th 13EB, 15EB
3575 Market & University 12EB, 204NB
3504 Market & 6th 12WB, 29EB
1448 Market & 6th 12EB, 29WB
1606 Market & 4th 12WB
1449 Market & 3rd 12EB, 29WB
3574 University & Market 1EB, 12WB, 13EB, 14EB, 15EB,
22SB, 29EB, 49EB, 204SB
3491 University & Market 1WB, 13WB, 14WB, 15WB,
22NB, 29WB, 49WB
1150 Orange & 12th 10WB, 12WB, 13EB
1148 Orange & 10th 10WB, 12WB, 13EB
3490 Orange & University 10WB, 12WB, 13EB
1498 14th & Orange Grove 10WB, 12WB, 13EB
1445 Lemon & 14th 10EB, 12EB, 13WB
1446 Lemon & 12th 10EB, 12EB, 13WB, 200EB/WB,
1001 University & Lemon 1EB, 14EB, 15EB, 22SB, 29EB,
49EB, 204SB, Omnitrans 215
1002 University & Lemon 22NB, 29WB, 49WB
3489 Lemon & University 10EB, 200EB/WB
3501 University & Lemon 1WB, 15WB
OMNI Inside Metrolink Station
Board at Bay E
Omnitrans 215
3496 Inside Metrolink Station
Board at Bay F
200EB/WB
1085 Vine & Metrolink Station
Board at Bay G

DIAL-A-RIDE
1085 Vine & Metrolink Station
Board at Bay H
29EB/WB, 49EB/WB
1085 Vine & Metrolink Station
Board at Bay I
15EB/WB
1085 Vine & Metrolink Station
Board at Bay J
1EB/WB
1085 Vine & Metrolink Station
Board at Bay K
AMTRAK

MEGA BUS
3824 Market & 4th 29EB
3502 Market & 10th 1EB
1444 14th & Lime 10EB, 13WB

DOWNTOWN RIVERSIDE DETAIL
1458
96 | RTA RIDE GUIDE - September 11, 2022 | RIVERSIDETRANSIT.COM | RTABUS.COM

WHITEWOOD RD

WHITEWOOD RD

JEFFERSON AVE

HAYES AVE

MADISON AVE

WASHINGTON AVE

PRIELIPP RD

CLINTON KEITH RD

JACKSON AVE

KALMIA ST

JUNIPER ST
NIGHT

HAWK WY

VINEYARD
PKWY

INLAND VALLEY DR

YNEZ RD

MARGARITA RD

WINCHESTER RD

LINCOLN

VIA HARVE

MONROE AVE

HANCOCK
CALIF. OAKS RD

MURRIETA HOT SPRINGS RD

MURRIETA

HOT SPRINGS RD
Grace Mellman
Community Library
TEMECULA - MURRIETA - WILDOMAR 23

LOS ALAMOS RD
Murrieta
City Hall
& Senior
Center
Murrieta
Town Center
Murrieta
Mesa
H.S.

Wildomar
City Hall

RANCHO SPRINGS

MEDICAL CENTER

WALMART
Chaparral
High School Rancho
Temecula
Town Center

VISTA MURRIETA

HIGH SCHOOL

MURRIETA VALLEY

HIGH SCHOOL
Inland Valley
Medical Center

ALTA MURRIETA DR

CLINTON KEITH RD
Routing and timetables
subject to change.

Rutas designadas y horarios
son sujetos a cambios.

TEMECULA

MURRIETA
WILDOMAR HIDDEN SPRINGS »
PALOMAR »
GRAND»
« CATT

GRUWELL
« WILDOMAR TRAIL
Information Center
(951) 565-5002
RiversideTransit.com
RTABus.com
T
T
15 215
15 2
4 5
6 8
9 10
7 3
79 HANCOCK &

LOS ALAMOS
23•61 LOS ALAMOS &

WHITEWOOD
23•61

WINCHESTER
& NICOLAS
23•55•79
SEE
INSET
PROMENADE » MALL W.

RING RD « N GENERAL

KEARNY RD

OVERLAND DR

MARGARITA RD

YNEZ RD
79 NB ONLY»
15 1

PROMENADE
MALL
23•24•55•61
79•206
PROMENADE MALL N. »

SKYVIEW
RIDGE

ARCONTE

MULLIGAN FAMILY

FUN CENTER
23•206

PALOMAR
& WILDOMAR
8•23
T
MSJC
Temecula
Valley
1 Time and/or Transfer Point
Alternate Routing
Transfer Point
Legend | Map not to scale
T
1459
RTA CUSTOMER INFORMATION CENTER (951) 565-5002 | 97
23 NORTHBOUND TO WILDOMAR | WEEKDAYS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate A = Alternate routing from Murrieta Valley High School, operates when school is in session 23 SOUTHBOUND TO TEMECULA (PROMENADE MALL) | WEEKDAYS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate B = Alternate routing to Murrieta Valley High School, operates when school is in session C = Alternate routing from Vista Murrieta High School, operates when school is in session PROMENADE MALL WINCHESTER & NICOLAS RANCHO SPRINGS MEDICAL CENTER MURRIETA WALMART KALMIA & JEFFERSON MURRIETA VALLEY HIGH SCHOOL SKYVIEW RIDGE AMANDA APTS INLAND VALLEY MEDICAL CENTER

PALOMAR & WILDOMAR
1 2 4 5 6 7 8 9 10
7:15 7:22 7:45 7:50 7:59 — 8:06 8:17 8:29
8:25 8:32 8:55 9:00 9:09 — 9:16 9:27 9:39
9:35 9:43 10:06 10:11 10:20 — 10:27 10:38 10:50
10:45 10:53 11:20 11:26 11:35 — 11:42 11:53 12:06
11:55 12:04 12:32 12:39 12:48 — 12:55 1:06 1:20
1:05 1:14 1:42 1:49 1:58 — 2:05 2:16 2:30
2:10 2:20 2:48 2:55 3:04 — 3:11 3:22 3:36
A — — — — — 3:42 — 4:19 —
3:35 3:45 4:14 4:21 4:30 — 4:37 4:48 5:02
4:45 4:55 5:24 5:31 5:40 — 5:46 5:57 6:10
5:45 5:54 6:23 6:30 6:39 — 6:45 6:56 —
6:47 6:56 7:24 7:30 7:39 — 7:45 7:56 8:08 PALOMAR & WILDOMAR INLAND VALLEY MEDICAL CENTER SKYVIEW RIDGE AMANDA APTS MURRIETA VALLEY HIGH SCHOOL KALMIA & JEFFERSON MURRIETA WALMART RANCHO SPRINGS MEDICAL CENTER VISTA MURRIETA HIGH SCHOOL WINCHESTER & NICOLAS PROMENADE MALL 10 9 8 7 6 5 4 3 2 1
6:35 6:46 6:56 — 7:03 7:11 7:17 — 7:36 7:46
7:25 7:36 7:46 — 7:53 8:02 8:07 — 8:26 8:36
B — 7:43 7:55 8:08 — — — — — —
8:55 9:06 9:16 — 9:23 9:32 9:37 — 9:56 10:06
10:05 10:16 10:26 — 10:34 10:44 10:50 — 11:09 11:20
11:15 11:26 11:36 — 11:45 11:56 12:02 — 12:21 12:32
12:25 12:36 12:47 — 12:56 1:07 1:13 — 1:32 1:43
1:35 1:46 1:57 — 2:06 2:16 2:22 — 2:41 2:52
C — — — — — — — 3:43 4:11 4:21
3:20 3:31 3:42 — 3:51 4:01 4:07 — 4:26 4:36
4:15 4:26 4:37 — 4:46 4:56 5:02 — 5:21 5:31
5:20 5:31 5:42 — 5:50 5:58 6:06 — 6:25 6:35
6:30 6:41 6:52 — 6:59 7:09 7:15 — 7:34 7:44
1460
98 | RTA RIDE GUIDE - September 11, 2022 | RIVERSIDETRANSIT.COM | RTABUS.COM 23 NORTHBOUND TO WILDOMAR | WEEKENDS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate 23 SOUTHBOUND TO TEMECULA (PROMENADE MALL) | WEEKENDS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate PROMENADE MALL WINCHESTER & NICOLAS RANCHO SPRINGS MEDICAL CENTER MURRIETA WALMART KALMIA & JEFFERSON SKYVIEW RIDGE AMANDA APTS

INLAND VALLEY MEDICAL CENTERPALOMAR & WILDOMAR
1 2 4 5 6 8 9 10
7:56 8:05 8:27 8:33 8:41 8:48 8:57 9:12
8:56 9:05 9:27 9:33 9:43 9:50 10:00 10:15
10:06 10:17 10:39 10:45 10:55 11:02 11:12 11:27
11:11 11:23 11:49 11:55 12:05 12:12 12:22 12:37
12:25 12:37 1:05 1:11 1:21 1:28 1:38 1:55
1:39 1:51 2:19 2:25 2:35 2:42 2:51 3:08
2:44 2:56 3:24 3:30 3:40 3:47 3:56 4:13
3:56 4:08 4:36 4:42 4:52 4:59 5:09 5:26
5:06 5:18 5:46 5:52 6:02 6:09 6:19 6:34
6:10 6:22 6:50 6:56 7:04 7:11 7:26 — PALOMAR & WILDOMAR INLAND VALLEY MEDICAL CENTER SKYVIEW RIDGE AMANDA APTS KALMIA & JEFFERSON MURRIETA WALMART RANCHO SPRINGS MEDICAL CENTER WINCHESTER & NICOLAS PROMENADE MALL 10 9 8 6 5 4 2 1
7:19 7:31 7:41 7:49 7:57 8:02 8:22 8:31
8:33 8:45 8:55 9:04 9:12 9:17 9:37 9:46
9:42 9:54 10:04 10:13 10:23 10:28 10:48 10:57
10:48 11:00 11:10 11:19 11:29 11:35 11:55 12:04
11:52 12:05 12:15 12:24 12:34 12:40 1:00 1:09
1:05 1:18 1:28 1:37 1:47 1:53 2:13 2:22
2:17 2:29 2:39 2:48 2:58 3:04 3:24 3:33
3:32 3:44 3:54 4:03 4:13 4:19 4:39 4:48
4:46 4:58 5:08 5:17 5:27 5:33 5:53 6:02
5:46 5:58 6:08 6:16 6:26 6:32 6:52 7:01
1461
146 | RTA RIDE GUIDE - September 11, 2022 | RIVERSIDETRANSIT.COM | RTABUS.COM 215
Menifee
City Hall
Hans Christensen
Middle School
Sun City Library
Countryside
Marketplace
Target
Vista Murrieta
H.S.

Rancho
Springs
Medical
Center
Loma Linda
University
Medical Center
NEWPORT RD NEWPORT RD EVANS RD » BRADLEY RD

LOS ALAMOS RD

WHITEWOOD RD

MURRIETA HOT

SPRINGS RD

WINCHESTER RD

HANCOCK
AVE

MARGARITA RD

SCOTT RD
« GLADIOLUS AVE
LA PIEDRA RD LA PIEDRA RD » GOETZ RD
KELLER RD »
MAPLETON ST »

CLINTON KEITH RD

LINNEL LN

MCELWAIN RD

POINSETTIA ST

BAXTER RD

MCCALL BLVD
CASE
« CASE

MURRIETA RD

ANTELOPE RD

MENIFEE RD

WHITEWOOD RD
« ENCANTO DR
ETHANAC »
PERRIS
C ST
GOETZ »
ELLIS »
« SAN JACINTO

SUN CITY
BLVD
SUN
CITY
PERRIS

MENIFEE

MURRIETA

TEMECULA
Routing and timetables
subject to change.

Rutas y horarios son
sujetos a cambios.
«NB
SB»
SEE
INSET
RING RD « N GENERAL

KEARNY RD

OVERLAND DR

MARGARITA RD

YNEZ RD
79 NB ONLY»
15 1

PROMENADE
MALL
23•24•55•61
79•206
PROMENADE » MALL W.

PROMENADE MALL N. »
MSJC
Temecula
Valley
PERRIS STATION TRANSIT CENTER - SUN CITY - 61 QUAIL VALLEY - MENIFEE - MURRIETA - TEMECULA 215
215
15 3
4 6
7 8
2 79

HANCOCK &

LOS ALAMOS
23•61
MT. SAN JACINTO

COLLEGE MENIFEE
61•74

CHERRY HILLS
& BRADLEY
61•74

QUAIL VALLEY

FIRE STATION

PERRIS STATION

TRANSIT CENTER
9•19•22•27•28•30
61•74•METROLINK
Boarding diagram pg 30
1 Time and/or Transfer Point
Alternate Routing
Legend | Map not to scale
5 1462
RTA CUSTOMER INFORMATION CENTER (951) 565-5002 | 147
61 NORTHBOUND TO PERRIS STATION TRANSIT CENTER | WEEKDAYS A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate A = Alternate routing from Hans Christensen Middle School, operates when school is in session only. 61 SOUTHBOUND TO TEMECULA (PROMENADE MALL) | WEEKDAYS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate A = Alternate routing from Hans Christensen Middle School, operates when school is in session only. PROMENADE MALL HANCOCK & LOS ALAMOS MCELWAIN AT SUPER TARGET MT. SAN JACINTO COLLEGE MENIFEE QUAIL VALLEY FIRE STATION CHERRY HILLS & BRADLEY ENCANTO & MCCALL PERRIS STATION TRANSIT CENTER 1 2 3 4 5 6 7 8
4:45 5:01 5:12 5:33 — 5:57 6:04 6:30
5:52 6:08 6:19 6:41 — 7:05 7:12 7:38
A — — — — 7:30 7:56 8:05 —
7:05 7:21 7:34 7:57 — 8:21 8:28 8:54
7:55 8:11 8:22 8:43 — 9:07 9:14 9:40
9:30 9:48 9:59 10:20 — 10:45 10:52 11:18
10:40 11:02 11:13 11:34 — 12:00 12:07 12:33
11:50 12:11 12:23 12:44 — 1:10 1:17 1:43
1:00 1:21 1:33 1:54 — 2:20 2:28 2:54
2:05 2:27 2:40 3:02 — 3:28 3:36 4:02
3:20 3:45 3:58 4:19 — 4:45 4:51 5:17
4:35 4:58 5:11 5:33 — 5:59 6:05 6:31
5:50 6:13 6:25 6:47 — 7:12 7:18 7:41 PERRIS STATION TRANSIT CENTER ENCANTO & MCCALL CHERRY HILLS & BRADLEY QUAIL VALLEY FIRE STATION MT. SAN JACINTO COLLEGE MENIFEE MCELWAIN AT SUPER TARGET HANCOCK & LOS ALAMOS PROMENADE MALL 8 7 6 5 4 3 2 1
6:35 6:52 7:01 — 7:27 7:51 8:05 8:25
8:05 8:22 8:31 — 8:57 9:19 9:31 9:52
9:15 9:32 9:41 — 10:08 10:29 10:41 11:03
10:25 10:43 10:52 — 11:20 11:42 11:54 12:17
11:35 11:53 12:02 — 12:30 12:53 1:05 1:28
12:45 1:03 1:12 — 1:40 2:02 2:14 2:37
1:48 2:06 2:15 — 2:44 3:06 3:20 3:43
3:00 3:18 3:27 — 3:56 4:18 4:30 4:52
A — 3:28 3:42 4:10 — — — —
4:15 4:34 4:43 — 5:12 5:34 5:45 6:07
5:25 5:43 5:51 — 6:18 6:39 6:50 7:12
6:45 7:03 7:11 — 7:37 7:58 8:09 8:31
1463
148 | RTA RIDE GUIDE - September 11, 2022 | RIVERSIDETRANSIT.COM | RTABUS.COM 61 NORTHBOUND TO PERRIS STATION TRANSIT CENTER | WEEKENDS A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate 61 SOUTHBOUND TO TEMECULA (PROMENADE MALL) | WEEKENDS
A.M. times are in PLAIN, P.M. times are in BOLD | Times are approximate PROMENADE MALL HANCOCK & LOS ALAMOS MCELWAIN AT SUPER TARGET MT. SAN JACINTO COLLEGE MENIFEE CHERRY HILLS & BRADLEY

ENCANTO & MCCALLPERRIS STATION TRANSIT CENTER
1 2 3 4 5 6 7
6:27 6:44 6:53 7:13 7:37 7:44 8:06
8:11 8:28 8:37 8:57 9:22 9:29 9:52
9:28 9:45 9:55 10:15 10:40 10:47 11:10
10:52 11:14 11:24 11:44 12:09 12:16 12:39
12:05 12:27 12:37 12:57 1:22 1:29 1:51
1:21 1:45 1:56 2:18 2:43 2:50 3:12
2:50 3:14 3:25 3:47 4:12 4:19 4:41
4:06 4:30 4:41 5:02 5:27 5:34 5:56
5:39 6:02 6:13 6:34 6:59 7:05 7:26
PERRIS STATION TRANSIT CENTERENCANTO & MCCALLCHERRY HILLS & BRADLEYMT. SAN JACINTO COLLEGE MENIFEEMCELWAIN AT SUPER TARGETHANCOCK & LOS ALAMOSPROMENADE MALL 7 6 5 4 3 2 1
7:34 7:52 8:00 8:25 8:47 8:58 9:16
8:52 9:11 9:19 9:45 10:07 10:19 10:40
10:07 10:26 10:34 11:00 11:22 11:34 11:55
11:24 11:43 11:51 12:17 12:39 12:50 1:11
12:49 1:08 1:16 1:42 2:04 2:15 2:36
2:03 2:22 2:30 2:56 3:18 3:29 3:50
3:23 3:42 3:50 4:16 4:37 4:48 5:09
5:07 5:26 5:34 6:00 6:21 6:32 6:53
1464
Appendix B

City of Murrieta Municipal Code
Section 16.40: Transportation Demand Management
1465

16.40 Transportation Demand Management
Sections:

16.40.010 Purpose.

16.40.020 Definitions.

16.40.030 Applicability.

16.40.040 Standards for Trip Reduction.

16.40.050 Enforcement.

16.40.060 Compliance with AQMD Regulation XV.

16.40.010 Purpose.

The purpose of this chapter is to provide regulations to help reduce air pollution and congestion caused by vehicle trips and vehicle miles traveled to protect the public health, welfare, and safety. (Ord. 182 § 2 (part), 1997)

16.40.020 Definitions.

The following are definitions of specialized terms and phrases used in this chapter. Definitions of general terms and phrases are located in Article VI (Development Code Definitions).

Alternate Work Schedules. A variation from the traditional five-day/forty- (40-) hour work week to a fourday/forty- (40-) hour, nine-day/eighty- (80-) hour work schedule or other alternative schedules.

Flex-time. A situation whereby employees are allowed to determine their own starting and quitting times by either extending the workday in the morning, or evening, or both.

Parking Management. An action taken to alter the supply, operation and/or demand of parking facilities to force a shift from the single-occupant vehicle to carpool, vanpool, or other transportation mode.

Rideshare. A transportation mode with multiple occupants per vehicle.

Telecommuting. A situation whereby an employee forgoes a trip to the normal work site and instead, works from home or from a satellite office near home.
(Ord. 182 § 2 (part), 1997)

16.40.030 Applicability.

The provisions of this chapter shall apply to all new or expanded facilities that employ one hundred (100) or more persons at one site. The following methodology shall be used to determine employee generation for new developments where actual employment statistics may not exist.

TABLE 3-12

EMPLOYEE GENERATION BY LAND USE CATEGORY
1466
Land Use Category Gross Square Feet/Employee
Retail Commercial Five hundred (500) square feet/employee Office/Professional Three hundred (300) square feet/employee Industrial/Manufacturing Five hundred (500) square feet/employee Warehouse One thousand (1,000) square feet/employee
Hotel/Motel .5 employees/guest room
Hospital Three hundred (300) square feet/employee
The project employment factor for mixed-use developments shall be based upon the proportion of the development devoted to each land use.

Employers that employ fewer than one hundred (100) people are encouraged to submit trip reduction plans on a voluntary basis to achieve an overall trip reduction of twelve (12) percent. (Ord. 182 § 2 (part), 1997)

16.40.040 Standards for Trip Reduction.

A. Trip Reduction Required. Applicable developments shall incorporate facilities and/or programs sufficient to attain a twelve- (12-) percent, work-related trip reduction from the expected number of trips as indicated in the Trip Generation Handbook published by the institute of Traffic engineers (iTE).

Trip reductions shall be calculated in compliance with standards established by Southern California Association of Governments (SCAG) and/or the South Coast Air Quality Management District (SCAQMD).

B. Trip Reduction Plans. All applicable developments or businesses shall submit a trip reduction plan to reduce work-related vehicle trips by twelve (12) percent. The plan shall be submitted for approval at least one hundred twenty (120) days prior to the issuance of a certificate of occupancy in the case of a new development or prior to the issuance or renewal of a business license in the case of new or existing business where no new development is proposed.

C. Trip Reduction Methods. Trip reduction facilities and programs provided in compliance with the provisions of this chapter may include, but are not limited to:

1. Preferential parking for carpool vehicles;

2. Bicycle parking and shower facilities:

3. Information center for transportation alternatives;

4. Rideshare vehicle loading areas;

5. Vanpool vehicle accessibility;

6. Bus stop improvements;

7. On-site child care facilities;

8. Local transportation systems management and road improvements;

9. Contributions to support regional facilities designed to reduce vehicle trips and miles traveled;

10. On-site amenities (e.g., cafeterias. restaurants. and automated teller machines) and other services that would eliminate the need for additional trips;

11. Alternative work schedules/flex-time:
1467

12. Telecommuting or work-at-home programs including providing incentives through the provision of equipment and supplies and the establishment of satellite work centers.

13. Financial and other incentives (e.g., bus pass. flex-time) to encourage employees to rideshare and use alternative modes of transportation;

14. Reschedule truck delivery schedules and routing to avoid congested areas and minimize peak hour travel; and

15. Other measures that can exhibit a reduction in vehicle trips and further the purpose of this chapter.
(Ord. 182 § 2 (part), 1997)

16.40.050 Enforcement.

Following approval of a trip reduction plan, if there is future noncompliance with this chapter, or exhibited failure to implement the trip reduction plan, one or more of the following provisions shall apply as determined by the director:

A. Exercise a lien on the subject property based upon the terms of the agreement; or B. Assess a monetary penalty compounded on a monthly basis upon the length of time of noncompliance equal to the business license renewal fee. (Ord. 182 § 2 (part), 1997)

16.40.060 Compliance with AQMD Regulation XV.

Trip reduction plans approved by the South Coast AQMD in compliance with provisions of Regulation XV may be submitted to the city in lieu of plans required under the provisions of this chapter. AQMD approved Regulation XV trip reduction plans approved by the city shall be deemed to comply with trip reduction plan requirements of this chapter. Monitoring and annual reporting requirements shall continue to be the responsibility of AQMD and individual employers in compliance with rules and procedures established by the South Coast Air Quality Management District or as subsequently amended.
(Ord. 182 § 2 (part), 1997)
1468
§¨¦15
SITE
CC
O
RC
INN
§¨¦215
CC
CC
RC
ORP
MF-2

MONROE AVE

MURRIETA HOT SPRINGS RD

HANCOCK
AVE

MADISON AVE

GUAVA ST
JAC
KSON
AVE

LOS ALAMOS RD
SPA-2023-00003/DP-2022-2705/TTM-2022-2706 6/19/2024
APN: 910-390-001 to
-003, & -008 to -022,
910-400-001 to -018
Vicinity Map
600 300 0 600 Feet
E
Overview Map
^_
G:\GISData\Departments\Planning\ArcMapDocs_24\Vicinity2024.mxd 1469
§¨¦15
SITE
CC
O
RC
INN
§¨¦215
CC
CC
RC
ORP
MF-2

MONROE AVE

MURRIETA HOT SPRINGS RD

HANCOCK
AVE

MADISON AVE

GUAVA ST
JAC
KSON
AVE

LOS ALAMOS RD
SPA-2023-00003/DP-2022-2705/TTM-2022-2706 6/19/2024
APN: 910-390-001 to
-003, & -008 to -022,
910-400-001 to -018
Vicinity Map
600 300 0 600 Feet
E
Overview Map
^_
G:\GISData\Departments\Planning\ArcMapDocs_24\Vicinity2024.mxd 1470

PLANNING COMMISSION
RESOLUTION NO. 2024-__XXXX____

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

MURRIETA RECOMMENDING CITY COUNCIL APPROVAL OF THE

ENVIRONMENTAL DETERMINATION, APPROVE SPECIFIC PLAN
AMENDMENT 2023-00003 (THE TRIANGLE), APPROVE
DEVELOPMENT PLAN 2022-2705 (EPL #: DP-2023-00017), AND
APPROVE TTM-2022-2706 (EPL#: MAP-2023-00013), ON A 64.3 ACRE

AREA LOCATED SOUTH OF MURRIETA HOT SPRINGS ROAD AND
GENERALLY BOUNDED BY INTERSTATE 15 AND INTERSTATE 215,
MURRIETA, CALIFORNIA.

WHEREAS, the applicant, Tres Estrellas, LLC (“Applicant”) (hereafter “Tres Estrellas”) on behalf of Tres Estrellas, LLC and Domenigoni Barton Properties, LLC (“DBP”) (“Owner”) submitted three applications to the City of Murrieta (the “City”) for Specific Plan Amendment No. 2 (SP-2023- 00003) to Specific Plan 276 (The Triangle), a Tentative Tract Map 38622 (TTM-2022-2706), and a Development Plan 2022-2705 to a 64.3 acre area (the “Project”); and WHEREAS, the Project site is generally located south of Murrieta Hot Springs Road and between Interstate Highway 15 and 215 in the City of Murrieta and County of Riverside; and WHEREAS, the project area legal description is described as Parcels 1 through 29 of Parcel Map 28280, in the city of Murrieta, County of Riverside, State of California, as per plat recorded in Book 197, Pages 4 through 16, inclusive of parcels maps, records of said county. APN’s 910- 390-001 through 910-390-003, 910-390-008 through -018, 910-390-020 through 910-390-022, 910-400-001 through -018 all owned by Tres Estrellas and DBP; and WHEREAS, Applicant has submitted an application in accordance with Development Code Section 16.56 for Development Plan (DP-2022-2705) proposing the development of a 279,538 square foot regional commercial center on approximately 36.5 acres; and WHEREAS, Applicant has submitted an application in accordance with Development Code Section 16.94 for Tentative Tract Map 36822 (TTM 2022-2706) proposing a 23-lot subdivision on

64.3 acres; and
WHEREAS, Specific Plan 276 (Murrieta Springs Mall) was originally adopted by the County of Riverside on October 30, 1990 for an indoor retail mall, including uses such as offices, restaurant, entertainment, and hotel with a maximum of 1.7 million square feet, which also included certification of Environmental Impact Report (“EIR”) 358; and WHEREAS, The County of Riverside subsequently entered into a Development Agreement (D.A.

No. 54) vesting the Murrieta Springs Mall Specific Plan and upon the City’s incorporation, the City of Murrieta amended the Development Agreement, which was recorded on February 23, 1994 and expired on April 23, 2023; and
WHEREAS, on October 15, 2013, the City Council adopted Ordinance 481-13, Specific Plan Amendment (SPA) No. 1, an amendment and restatement to Specific Plan 276, which included changing the name from “Murrieta Springs Mall” to “The Triangle” and alterations to the Specific Plan; and
1471
2 WHEREAS, the proposed SPA includes Commercial (C) land uses and associated infrastructure; and
WHEREAS, the proposed SPA allows for the development of 1,767,914 square feet of retail commercial, office, entertainment, and restaurant uses; and WHEREAS, on October 1, 2013, City Council adopted Resolution 13-3151, certifying Subsequent Environmental Impact Report (SEIR), finding that short term and long-term traffic impacts and air quality impacts (operational, cumulative, and AQMP Consistency) associated with the development of the project which could not be reduced to a level of less than significance even with the imposition of feasible mitigation measures. All other project impacts were found to either be less than significant or less than significant with the adoption of mitigation measures; and WHEREAS, pursuant to the provisions of the California Environmental Quality Act, Public Resources Code Section 21000 et seq. (“CEQA”) the Project is subject to review under CEQA, and the City of Murrieta as the lead agency, is responsible for assessing the environmental impacts, if any, which may result from the Project; and WHEREAS, in accordance with CEQA Guidelines (Cal. Code. Regs. Title 14) Section 15164, an Addendum was prepared and determined that the project falls within the scope of the previously certified SEIR as none of the following criteria under CEQA Guidelines Section 15162 have occurred; (1) there are no substantial changes to the Project that require major revisions to the SEIR due to new significant environmental effects, (2) there are no substantial changes with respect to the circumstances under which the Project is considered that involve any new significant environmental effects or substantial increase in the severity of previously identified significant effects, and (3) no new information that shows the Project will have more significant effects not previously discussed, no new significant effects previously examined will be substantially more severe than previously shown, no new mitigation measures are necessary; and
WHEREAS, a public hearing was duly noticed for the Planning Commission meeting of July 24, 2024, by mailing a notice to property owners within a 300-foot radius of the site, publishing the notice in The Press Enterprise newspaper, and posting the Project site on or before July 14, 2024; and
WHEREAS, on July 24, 2024, the Planning Commission held a duly noticed public hearing, and has considered all written and oral reports of staff, public testimony on the matter, and written and oral testimony provided by the applicant and such other matters as are reflected in the record of this matter; and
WHEREAS, pursuant to Development Code section 16.66.080, the Planning Commission is required to make written recommendation to the City Council whether to approve, approve in modified form, or deny the proposed Specific Plan Amendment, based upon the findings contained in Development Code Section 16.66.100, proposed Development Plan based on the findings contained in Development Code Section 16.56.040, and proposed Tentative Tract Map based on the findings contained in Development Code Section 16.94.080; and WHEREAS, at its meeting of July 24, 2024, the Planning Commission recommended that the City Council adopt an Ordinance/Resolution adopting the project; and WHEREAS, the Planning Commission used its independent judgment and considered all the reports, recommendations, and testimony set forth above; and 1472
3 NOW, THEREFORE, the Planning Commission of the City of Murrieta resolves and recommends to City Council as follows:

Based upon the substantial evidence presented at the public hearing on July 24, 2024, and in accordance with 16.66 (Specific Plan Amendments) the Planning Commission recommends the City Council approve Specific Plan Amendment No. 2 (SP-2023-00003) to SP 276 utilizing the same square feet of 1,767,914 (the “Project”) in accordance with the following findings pursuant to Section 16.66.100 of the Development Code:

Section 2. Findings and Recommended Approval for Specific Plan Amendment (16.66.100)
This Planning Commission recommends City Council approve and adopt the necessary resolutions and ordinances to implement Specific Plan Amendment (SPA) (2023-00003) in accordance with the following findings pursuant to Sections 16.66.100 of the Development Code:

1. The proposed SPA is consistent with the objectives, policies, general land uses, programs, and actions of all elements of the general plan;
FACTS: SPA No. 2 is consistent with the following objectives, policies, general land uses, programs, and actions of all applicable elements of the general plan. For example, the SPA is consistent or implements the following goals and policies:

General Plan Goal LU-1 - “A complimentary balance of land uses throughout the community that meets the needs of existing residents and businesses as well as anticipated growth, and achieves the community’s vision.”  Policy LU-1.2, Ensure future development provides for a variety of commercial, industry, and housing that serve the spectrum of incomes within the region.  Policy LU-1.3, Establish a range of residential density and non-residential intensities to encourage a wide range of development opportunities.  Policy LU-1.5, Encourage a wide variety of retail and commercial services, such as restaurants, and cultural arts/entertainment, in appropriate locations.

Goal LU-7 “Economically viable, vital, and attractive commercial centers throughout the City that serve the needs of the community.”
 Policy LU-7.1, Work with property owners of vacant commercially zoned property to develop their sites into appropriate, economically viable projects.  Policy LU7.5, Provide convenient freeway access for regionally-serving commercial centers to attract a regional customer base.  Policy LU-7.6, Focus commercial retail centers adjacent to major transportation corridors
 Policy LU-7.8, Encourage consolidation of parking and reciprocal access agreements between adjacent business and commercial center property owners.  Policy LU-7.9, Encourage opportunities for complementary retail and service uses to serve local residents and the daytime employment population.  Policy LU-7.10, Encourage a range of retail uses that serve local residents in the region.

Goal LU-8 –“A community that provides opportunities for mixed use and/or transit-oriented development.”
1473
4  Policy LU-8.1, Encourage integrated development that incorporates a mix of uses (residential, commercial, office) in mixed use or transit-oriented development areas.
 Policy LU-8.6, Encourage higher density residential, commercial, and employment development near a future Metrolink or High Speed Rail Station, along other major public transportation routes, and at other suitable locations.

Goal LU-12 –“A focused development and economic development strategy that emphasizes specialized land use policies within identified Focus Areas.”  Policy LU-12.1, Provide for the highest level of retail and job-creating uses in areas adjacent to the I-15 and I-215 freeways. This includes the North Murrieta Business Corridor, Golden Triangle North (Central Murrieta), and South Murrieta Business Corridor Focus Areas.

Goal ED-1- “A highly visible and attractive commercial mixed-use regional hub located at the confluence of the I-15 and I-215 freeways in central Murrieta” and policies ED-1.1 & ED-1.3. The project provides the opportunity for a variety of commercial uses including retail, food/restaurant, and service uses which is conveniently located near two major freeways that will serve the region and the local residents. The planned additional services, employment opportunities, and potential fiscal revenue sources are intended to bring further balance to the existing and planned future residential uses in the city. The Specific Plan allows for a higher intensity of development and the Development Plan represents a phase within the specific plan with additional vacant land remaining for future development.

Other specific goals and policies the Project is consistent with are: General Plan Goal CIR1. “A circulation system that serves the internal circulation needs of the City, while also addressing the inter-community or through travel needs and corresponding policies” (Policy CIR-1.1, CIR-1.2, CIR-1.3, CIR-1.10), Goal CIR-6 “Alternative travel modes and facilities are available to serve residents and employers/employees and reduce vehicle miles traveled”. (Policy CIR-6.8, CIR-6.9, and CIR-6.13).

The project is limited to two main access drives and a restricted turning movement for the third access drive. The project is conditioned to provide a bus stop (turnout), shelter, and bench and is required to provide a Trip Reduction Plan prior to occupancy. Murrieta Hot Springs Road has a bike lane and the project is designed with bike lanes on the primary drive access. Additionally, a landscaped area will be provided between the road and the sidewalk along Murrieta Hot Springs Road.

The project meets Infrastructure Element Goal INF-1, “New development and redevelopment is coordinated with the provision of adequate infrastructure for water, sewer, storm water, and energy.” and corresponding policies INF-1.1, INF-1.4, and INF1.21. The project will construct facilities both on- and off-site to support the area and help protect off-site areas from inundation. These facilities will be constructed by the developer and then dedicated to the appropriate public agency for ownership.

2. The proposed SPA is necessary and desirable in order to implement the general plan; FACTS: The amendment is necessary and desirable in order to implement the general plan as the amendment allows greater flexibility in implementing the specific plan while maintaining the objectives and goals of the Specific Plan and General Plan. Many of the 1474
5 requested changes involve reduced landscape setbacks; however, the proposed setbacks are still equivalent or exceed city standards.

3. The proposed SPA would not adversely affect the public convenience, health, safety, or general welfare, or result in an illogical land use pattern; FACTS: Adopted SPA No. 1 was determined to not adversely affect the public convenience, health, safety, or general welfare, or result in an illogical land use pattern.

This proposed second amendment is not proposing any changes that would affect the original determination as the development standards still meet or exceed city requirements and the proposed changes to the uses are primarily consistent with the Regional Commercial zone. The project site currently has a General Plan designation of Commercial (C) and acknowledges SP 276 as a commercial development of up to 1.76 million square feet.

4. The development standards contained in the SPA would result in a superior development to that which would occur using standard zoning and development regulations; FACTS: The development standards in the amendment results in an elevated development design to that which would occur using standard zoning and development regulations. For example, the Plan accounts for greater landscape setbacks, pedestrian connectivity between Planning Areas, and an enhanced drive aisle design. In addition, any development of the project area would be completed in accordance with the provisions of The Triangle Specific Plan and Triangle Design Guidelines and would require a Development Plan application for City review and approval. Common project theme/elements would be prevalent in development throughout the center, including landscape palate, site lighting, paving features, benches, signage, and other site amenities.

5. The proposed specific plan amendment would be in compliance with the provisions of the CEQA; and
FACTS: In accordance with CEQA Guidelines (Cal. Code. Regs. Title 14) Section 15164, an Addendum was prepared and determined that the project falls within the scope of the previously certified SEIR as none of the following criteria under CEQA Guidelines Section 15162 have occurred; (1) there are no substantial changes to the Project that require major revisions to the SEIR due to new significant environmental effects, (2) there are no substantial changes with respect to the circumstances under which the Project is considered that involve any new significant environmental effects or substantial increase in the severity of previously identified significant effects, and (3) no new information that shows the Project will have more significant effects not previously discussed, no new significant effects previously examined will be substantially more severe than previously shown, no new mitigation measures are necessary. The Project is subject to the previous Mitigation Measures identified in the Mitigation Monitoring and Reporting Program (MMRP).

6. The proposed SPA would not create internal inconsistencies within the specific plan and is consistent with the purpose and intent of the specific plan it is amending.

FACTS: The SPA would not create internal inconsistencies within the Plan and is consistent with the purpose and intent of the original Specific Plan (SP 276). 1475
6 Section 3. Findings and Recommended Approval for Development Plan (16.56.040) In accordance with Specific Plan Section 4.2.1 and Development Code Section 16.56.040 of the Murrieta Municipal Code, and based upon the facts, testimony and information provided and of record in these proceedings, the Planning Commission makes the following findings regarding Development Plan 2022-2705:

1. The proposed use is allowed within the subject zoning district and complies with all applicable provisions of this development code (specific plan).

FACTS: The proposed Project is consistent with the SP 276 (The Triangle) zone and the development standards as modified by Specific Plan Amendment 2023-00003. The Development Plan complies with The Triangle Specific Plan requirements including but not limited to setbacks, building height, parking, landscape requirements, and building design. For example, the project is required to provide a minimum landscape percentage of 20% and is providing 28%. The project is required to provide 1438 parking spaces based on the uses identified on the project plans and the project is providing 1,675 parking spaces. The parking lots meet the minimum shading requirements and the project meets all landscape setback requirements along the perimeter of the project and along Murrieta Hot Springs Road.

2. The proposed use would be consistent with the objectives, policies, general land uses and programs of the General Plan and any applicable specific plan.

FACTS: The specific plan identifies the various objectives and how it meets or implements the City’s General Plan goals and policies and is contained in Section 1 of the Specific Plan. The project (Specific Plan Amendment/Tentative Tract Map/Development Plan) is consistent with and implements many of the City’s General Plan goals and policies.

General Plan Goal LU-1 - “A complimentary balance of land uses throughout the community that meets the needs of existing residents and businesses as well as anticipated growth, and achieves the community’s vision.”  Policy LU-1.2, Ensure future development provides for a variety of commercial, industry, and housing that serve the spectrum of incomes within the region.  Policy LU-1.3, Establish a range of residential density and non-residential intensities to encourage a wide range of development opportunities.  Policy LU-1.5, Encourage a wide variety of retail and commercial services, such as restaurants, and cultural arts/entertainment, in appropriate locations.

Goal LU-7 “Economically viable, vital, and attractive commercial centers throughout the City that serve the needs of the community.”
 Policy LU-7.1, Work with property owners of vacant commercially zoned property to develop their sites into appropriate, economically viable projects.  Policy LU7.5, Provide convenient freeway access for regionally-serving commercial centers to attract a regional customer base.  Policy LU-7.6, Focus commercial retail centers adjacent to major transportation corridors
 Policy LU-7.8, Encourage consolidation of parking and reciprocal access agreements between adjacent business and commercial center property owners.  Policy LU-7.9, Encourage opportunities for complementary retail and service uses to serve local residents and the daytime employment population. 1476
7  Policy LU-7.10, Encourage a range of retail uses that serve local residents in the region.

Goal LU-8 –“A community that provides opportunities for mixed use and/or transit-oriented development.”
 Policy LU-8.1, Encourage integrated development that incorporates a mix of uses (residential, commercial, office) in mixed use or transit-oriented development areas.
 Policy LU-8.6, Encourage higher density residential, commercial, and employment development near a future Metrolink or High Speed Rail Station, along other major public transportation routes, and at other suitable locations.

Goal LU-12 –“A focused development and economic development strategy that emphasizes specialized land use policies within identified Focus Areas.”  Policy LU-12.1, Provide for the highest level of retail and job-creating uses in areas adjacent to the I-15 and I-215 freeways. This includes the North Murrieta Business Corridor, Golden Triangle North (Central Murrieta), and South Murrieta Business Corridor Focus Areas.

Goal ED-1- “A highly visible and attractive commercial mixed-use regional hub located at the confluence of the I-15 and I-215 freeways in central Murrieta” and policies ED-1.1 & ED-1.3. The project provides the opportunity for a variety of commercial uses including retail, food/restaurant, and service uses which is conveniently located near two major freeways that will serve the region and the local residents. The planned additional services, employment opportunities, and potential fiscal revenue sources are intended to bring further balance to the existing and future residential uses in the city. The specific plan allows for a higher intensity of development and the Development Plan represents a phase within the specific plan with additional vacant land remaining for future development.

Other specific goals and policies the Project is consistent with are: General Plan Goal CIR1. “A circulation system that serves the internal circulation needs of the City, while also addressing the inter-community or through travel needs and corresponding policies” (Policy CIR-1.1, CIR-1.2, CIR-1.3, CIR-1.10), Goal CIR-6 “Alternative travel modes and facilities are available to serve residents and employers/employees and reduce vehicle miles traveled”. (Policy CIR-6.8, CIR-6.9, and CIR-6.13).

The project is limited to two main access drives and a restricted turning movement for the third access drive. The project is conditioned to provide a bus stop (turnout), shelter, and bench and is required to provide a Trip Reduction Plan prior to occupancy. Murrieta Hot Springs Road has a bike lane, and the project is designed with bike lanes on the primary drive access. Additionally, a landscaped area will be provided between the road and the sidewalk along Murrieta Hot Springs Road.

The project meets Infrastructure Element Goal INF-1, “New development and redevelopment is coordinated with the provision of adequate infrastructure for water, sewer, storm water, and energy.” and corresponding policies INF-1.1, INF-1.4, and INF1.21. The project will construct facilities both on- and off-site to support the area and help protect off-site areas from inundation. These facilities will be constructed by the developer and then dedicated to the appropriate public agency for ownership.

3. The proposed use is in compliance with the provisions of the California Environmental Quality Act and there would be no potentially significant negative impacts upon 1477
8 environmental quality and natural resources that could not be properly mitigated and monitored.

FACTS: In accordance with CEQA Guidelines (Cal. Code. Regs. Title 14) Section 15164, an Addendum was prepared and determined that the project falls within the scope of the previously certified SEIR as none of the following criteria under CEQA Guidelines Section 15162 have occurred; (1) there are no substantial changes to the Project that require major revisions to the SEIR due to new significant environmental effects, (2) there are no substantial changes with respect to the circumstances under which the Project is considered that involve any new significant environmental effects or substantial increase in the severity of previously identified significant effects, and (3) no new information that shows the Project will have more significant effects not previously discussed, no new significant effects previously examined will be substantially more severe than previously shown, no new mitigation measures are necessary. The Project is subject to the previous Mitigation Measures identified in the MMRP.

4. The location, size, design and operating characteristics of the proposed use would be compatible with existing land uses within the general area in which the proposed use is to be located.

FACTS: The location, size, design and operating characteristics of the proposed use is compatible to the surrounding properties as it is surrounded by two freeways to the east, south, and west and a major circulation street to the north, Murrieta Hot Springs Road.

There is currently commercial development on the north side of Murrieta Hot Springs Road and the proposed Development Plan proposes retail development similar in nature to what is in proximity to the project site.

5. The site of the proposed use is physically suitable for the type and density/intensity of development being proposed.

FACTS: The site is physically suitable for development and is compatible with the surrounding properties. The property fronts a General Plan circulation element public street, Murrieta Hot Springs Road, and is located in close proximity to two state freeways (I-15 and I-215). The development is adequate in size to accommodate the proposed commercial uses while complying with or exceeding the specific plan’s development standards. The General Plan EIR acknowledges future development in the project area.

The project site is not located within a Subsidence Susceptibility Map area, Alquist Priolo Earthquake Fault Zone, liquefaction, FEMA flood zone, or dam inundation hazard area.

6. There are adequate provisions for sanitation, water, and public utilities to ensure public convenience, health, safety, and general welfare.

FACTS: The Eastern Municipal Water District will provide sewer and water services; electricity by Southern California Edison Company; and gas by Southern California Gas Company. These facilities will require extensions within Murrieta Hot Springs Road to the project site.

Section4. Findings and Recommended Approval for Tentative Tract Map (MMC 16.94.080) In accordance with Section 16.94.080 of the Murrieta Municipal Code, and based upon the facts, testimony and information provided and of record in these proceedings, the Planning Commission makes the following findings regarding Tentative Tract Map 38622 (Case No. TTM-2022-2706):
1478
9 1. The proposed map, design or improvement is consistent with the objectives, policies, general land uses, and programs of the general plan and any applicable specific plans and all applicable provisions of the Murrieta Development Code.

FACTS: The Specific Plan identifies the various objectives and how it meets or implements the City’s General Plan goals and policies and is contained in Section 1 of the Specific Plan. The project (Specific Plan Amendment/Tentative Tract Map/Development Plan) is consistent with and implements many of the City’s General Plan goals and policies.

General Plan Goal LU-1 - “A complimentary balance of land uses throughout the community that meets the needs of existing residents and businesses as well as anticipated growth, and achieves the community’s vision.”  Policy LU-1.2, Ensure future development provides for a variety of commercial, industry, and housing that serve the spectrum of incomes within the region.  Policy LU-1.3, Establish a range of residential density and non-residential intensities to encourage a wide range of development opportunities.  Policy LU-1.5, Encourage a wide variety of retail and commercial services, such as restaurants, and cultural arts/entertainment, in appropriate locations.

Goal LU-7 “Economically viable, vital, and attractive commercial centers throughout the City that serve the needs of the community.”
 Policy LU-7.1, Work with property owners of vacant commercially zoned property to develop their sites into appropriate, economically viable projects.  Policy LU7.5, Provide convenient freeway access for regionally-serving commercial centers to attract a regional customer base.  Policy LU-7.6, Focus commercial retail centers adjacent to major transportation corridors
 Policy LU-7.8, Encourage consolidation of parking and reciprocal access agreements between adjacent business and commercial center property owners.  Policy LU-7.9, Encourage opportunities for complementary retail and service uses to serve local residents and the daytime employment population.  Policy LU-7.10, Encourage a range of retail uses that serve local residents in the region.

Goal LU-8 –“A community that provides opportunities for mixed use and/or transit-oriented development.”
 Policy LU-8.1, Encourage integrated development that incorporates a mix of uses (residential, commercial, office) in mixed use or transit-oriented development areas.
 Policy LU-8.6, Encourage higher density residential, commercial, and employment development near a future Metrolink or High Speed Rail Station, along other major public transportation routes, and at other suitable locations.

Goal LU-12 –“A focused development and economic development strategy that emphasizes specialized land use policies within identified Focus Areas.”  Policy LU-12.1, Provide for the highest level of retail and job-creating uses in areas adjacent to the I-15 and I-215 freeways. This includes the North Murrieta Business Corridor, Golden Triangle North (Central Murrieta), and South Murrieta Business Corridor Focus Areas.
1479
10 Goal ED-1- “A highly visible and attractive commercial mixed-use regional hub located at the confluence of the I-15 and I-215 freeways in central Murrieta” and policies ED-1.1 & ED-1.3. The project provides the opportunity for a variety of commercial uses including retail, food/restaurant, and service uses which is conveniently located near two major freeways that will serve the region and the local residents. The planned additional services, employment opportunities, and potential fiscal revenue sources are intended to bring further balance to the existing and future residential uses in the city. The specific plan allows for a higher intensity of development and the Development Plan represents a phase within the specific plan with additional vacant land remaining for future development.

Other specific goals and policies the Project is consistent with are: General Plan Goal CIR1. “A circulation system that serves the internal circulation needs of the City, while also addressing the inter-community or through travel needs and corresponding policies” (Policy CIR-1.1, CIR-1.2, CIR-1.3, CIR-1.10), Goal CIR-6 “Alternative travel modes and facilities are available to serve residents and employers/employees and reduce vehicle miles traveled”. (Policy CIR-6.8, CIR-6.9, and CIR-6.13).

The project is limited to two main access drives and a restricted turning movement for the third access drive. The project is conditioned to provide a bus stop (turnout), shelter, and bench and is required to provide a Trip Reduction Plan prior to occupancy. Murrieta Hot Springs Road has a bike lane, and the project is designed with bike lanes on the primary drive access. Additionally, a landscaped area will be provided between the road and the sidewalk along Murrieta Hot Springs Road.

The project meets Infrastructure Element Goal INF-1, “New development and redevelopment is coordinated with the provision of adequate infrastructure for water, sewer, storm water, and energy.” and corresponding policies INF-1.1, INF-1.4, and INF1.21. The project will construct facilities both on- and off-site to support the area and help protect off-site areas from inundation. These facilities will be constructed by the developer and then dedicated to the appropriate public agency for ownership.

2. The site is physically suitable for the type or density of development proposed.

FACTS: The site is physically suitable for development and is compatible with the surrounding properties. The property fronts a General Plan circulation element public street, Murrieta Hot Springs Road, and is in close proximity to two state freeways (I-15 and I-215). The development is adequate in size to accommodate the proposed commercial uses while complying with or exceeding the specific plan’s development standards. The General Plan EIR acknowledges future development in the project area.

The project site is not located within a Subsidence Susceptibility Map area, Alquist Priolo Earthquake Fault Zone, liquefaction, FEMA flood zone, or dam inundation hazard area.

3. The design of the subdivision or the proposed improvements are unlikely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.

FACTS: The design of the tentative map is unlikely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat. The site is primarily disturbed land and contains very little area of native undisturbed land. No sensitive or protected wildlife was found on the site.
1480
11 In accordance with CEQA Guidelines (Cal. Code. Regs. Title 14) Section 15164, an Addendum was prepared and determined that the project falls within the scope of the previously certified SEIR as none of the following criteria under CEQA Guidelines Section 15162 have occurred; (1) there are no substantial changes to the Project that require major revisions to the SEIR due to new significant environmental effects, (2) there are no substantial changes with respect to the circumstances under which the Project is considered that involve any new significant environmental effects or substantial increase in the severity of previously identified significant effects, and (3) no new information that shows the Project will have more significant effects not previously discussed, no new significant effects previously examined will be substantially more severe than previously shown, no new mitigation measures are necessary. The Project is subject to the previous Mitigation Measures identified in the MMRP.

4. The proposed project will not adversely affect the public health, safety and welfare, nor be materially detrimental to the use, enjoyment, or valuation of persons or other property in the surrounding area.

FACTS: The proposed subdivision was analyzed through the application process and the project is not located within a designated High Fire Hazard Area, on any known areas of Alquist-Priolo Earthquake Fault Zone, dam inundation, subsidence, FEMA flood plain, or liquefaction study zone. The proposed project will not adversely affect the public health, safety and welfare, nor be materially detrimental to the use, enjoyment, or valuation of persons or other property in the surrounding area.

5. The design of the subdivision and the type of improvements would not conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision.

FACTS: The proposed subdivision is conditioned to establish reciprocal access, parking and utility easements for each of the parcels. The improvements are conditioned through the Tentative Map. The proposed subdivision will not impact any easements or any other use of the property.

6. The proposed Tentative Tract Map is consistent with the Murrieta Municipal Code and the Subdivision Map Act and complies with all applicable requirements of state law and local ordinances.

FACTS: The proposed Tentative Tract Map is consistent with the Specific Plan, Murrieta Municipal Code and the Subdivision Map Act and complies with all applicable requirements of state law and local ordinances. Parcels meet the specific plan development requirements for commercial parcels in terms of minimum lot size and access. All the parcels have access to public streets through the site’s interior driveway design and reciprocal access agreements. The tentative tract map includes the dedication of access easements to ensure public and utility access to all the parcels.

SECTION 4. Pursuant to the above findings, the Planning Commission hereby recommends to the City Council adoption of the environmental determination that the project falls within the scope of the adopted SEIR and an Addendum will be prepared under the CEQA Guidelines Section 15164, approve proposed SPA 2023-00003 (The Triangle), Development Plan 2022-2705 subject to the attached conditions of approval contained in the attached Exhibit B “Conditions of Approval”, Tentative Tract Map 38622 subject to the attached conditions of approval contained in attached Exhibit C, and the mitigation requirements of the certified SEIR for the Project. 1481
12 PASSED, APPROVED AND ADOPTED THIS 24th DAY OF JULY, 2024. ______________________________
Planning Commission, Chairperson
ATTEST:
__________________________
Carl Stiehl, City Planner
I, Carl Stiehl, City Planner, City of Murrieta, California do hereby certify under penalty of perjury that the foregoing Resolution was duly adopted at a regular meeting of the Planning Commission on the ______ day of ________, 2024 by the following roll call vote:

MOTION MADE BY COMMISSIONER ____________________________ SECONDED BY COMMISSIONER _______________________________ AYES:

NOES:

ABSENT:

ABSTAINED:
__________________________
Carl Stiehl, City Planner
1482
7122124, 1:36 PM

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The Shops at the Triangle - Specific Plan Amendment 2023-00003, Development Plan 2022-2705, Tentative Tract Map 38622 (TTM-2022-2706), and Development Agreement DA-2024-00004.

1. Attachment 1-PC Reso Triangle, 2. Aftachment 1 - Exhibit A - Draft CofA TIM 38622 (TTM 2022-2706), 3.

Attachment 1- Exhibit B -Draft CofA Development Plan_20212705 4. Attachment 1- Exhibit C - Draft CofA Specific Plan Amendm The Triangle), 5. Attachment 1- Exhibit D- Draft CC OrdinanceTriangle Specific_Plan SmendnCn!, 6. Attachment l-Exhibit E-Draft CC Resolution (DP-TTM)-Trianglg 7.

Attachment 2-Exhibit Vicinity SPA-2023-00003 Colo , B. Attachment 3-REDLINE of Triangle Spec!fic Pla!_(2024.07.18), 9. Attachment 4-Triangle S@)_elearyqSrgn, 10. Attachment 5aProject Plans (Arch-Landscape-lc6ding-Fire Access)-w-oflU-reOucefilesize, 11. Aftachment Sb-Concepl Photometric Plans (4th submittal)rSheee, 12. Attachment Sc-TTM 38622, 13. Attachment 6-TriangleSP Addendum-071724, 14. Attachment 7- Draft NOD Triangle-071924

HONORABLE CHAIRAND MEMBERS OF THE PLANNING

COMMISSION
Carl Stiehl, City Planner
Dennis Watts, Senior Planner
The Shops at the Triangle - Specific Plan Amendment 2023-00003, Development Plan2022-2705, Tentative Tract Map 38622 (TTM-2022-2706), and Development Ag reem e n t D A-2024-00 004.

FROM:

PREPARED BY:

SUBJECT

RECOMMENDATION

1. Recommend to the City Council authorization to consider and approve an Addendum to the Subsequent Environmental lmpact Report (SEIR) pursuant to the California Environmental QualityAct (CEOA) Guidelines (Cal. Code Regs. Title 14)Section 15162 and 15164; and,

2. Adopt: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MURRIETA RECOMMENDING CITY

COUNCIL APPROVAL OF THE ENVIRONMENTAL DETERMINATION, APPROVE SPECIFIC PLAN AMENDMENT "p23-00003 (THE TRIANGLE), APPROVE DEVELOPMENT PLAN 2022-2705 (EPL #: DP-2023-00017), AND .(PPROVE TTM-2022-2706 (EPL#: MAP-2023-00013), ON A 64.3 ACRE AREA LOCATED SOUTH OF MURRIETA HOT SPRINGS ROADAND GENERALLY BOUNDED BY INTERSTATE 15AND INTERSTATE 215.

3. Continue DevelopmentAgreementDA-2024-0004 to the Planning Commission meeting of August 14,2024 https://murrieta.legistar.com/LegislationDetail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79A6C4&Options=&Search=&FullText=1 1483 1114 7122124, 1 :36 PM CITY OF MURRIETA - File #: 24-785

ENVIRONMENTAL
The project has a previously prepared and certified EIR and SEIR that analyzed the environmental effects of the project An environmental consistency analysis was prepared which concluded that the project falls within the scope of the previously certified SEIR as none of the following criteria under CEQA Guidelines Section 15162 and an Addendun 'ursuant to CEQA Guidelines 15164 is appropriate because ; (1) there are no substantial changes to the Project thal require major revisions to the SEIR due to new significant environmental effects, (2) there are no substantial changes witl' respect to the circumstances under which the Project is considered that involve any new significant environmental effects or substantial increase in the severity of previously identified significant effects, and (3) no new information that shows the Project will have more significant effects not previously discussed, no new significant effects previously examined will be substantially more severe than previously shown, and no new mitigation measures are necessary as the SEIR was prepared in compliance with CEQA Guidelines Sections 15162. The Project is subject to the previous Mitigation Measures identified in the Mitigation Monitoring and Reporting Program (MMRP). (See Attachment 6).

PRIOR ACTONruOTE
None for the current project. Past actions relevant to the current project are noted below:
ln October 1990, the County of Riverside adopted Specific Plan 276 (Murrieta Springs Mall) and certified Environmental lmpact Report 358.

On May B, 2013, the Planning Commission recommended the City Council SEIR, adopt the Statement of Overriding Considerations, and the MMRP, and approve the Specific Plan Amendment and General Plan Amendment (Vote: 5-0).

On October 1,2013, the City Council adopted: 1. Resolution 13-3151 SEIR, adopted the Statement of Overriding Considerations, and the MMRP.

2. Resolution 13-3153 approving General Plan Amendment to the Land Use Chapter of the General Plan

3. Resolution 13-3152 approving Design Guidelines for The Triangle Specific Plan.

On October 15,2013, the City Council adopted Ordinance 481-13 amending and restating Specific Plan 276 (The -riangle, formerly named Murrieta Springs Mall).

EXECUTIVE SUMMARY
The project is a request to subdivide the property into 23 parcels with a Tentative Tract Map and to construct a279,538 square foot retail shopping center with a Development Plan in the initial phase on +/- 36.5 acres of a +/- 64-acre property located between lnterstate 15 and 215 south of Murrieta Hot Springs Road. The proposal also includes an amendment (No. 2) to The Triangle Specific Plan amending various allowed uses and modifying various building and landscape setback requirements. The project site is within The Triangle Specific Plan (SP 276) area ', i":
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BACKGROUND

PROJECT DESCRIPTION
https://murrieta.legistar.com/LegislationDetail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79A6C4&Options=&Search=&FullText=1

PROJECT SITE
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1484 2t14
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Application Type:

Applicant:

Property Owner:

Site Area:

Project Location
Site General
Plan/Zoning:

Adjacent Zoning/Land
Use:

North:

South:

East:

West:

H igh Tu rnover (Sit-Down )_Restau ran!_
Total
CITY OF MURRIETA - File #: 24-785
Specific Plan Amendment 2023-00003 Development Plan 2022- 2705 (EP&L #: DP-2023-00017)Tentative Tract Map 2022-2706 (EP&L#: MAP-2023-000 1 3)
SaulJaffe
Domenigoni-Barton Properties, LLC and Tres Estrellas, LLC

64.28 gross acres / 63.56 net acres
Between lnterstate 15 and 215 and south of Murrieta Hot Springs Road (APN's 910-390-001 through 910-390-003, 910- 390-008 through -018, 910-390-020 through 91 0-390-022, 910- 400-001 through -018)
Commercial / Triangle Specific Plan (SP 276)
Murrieta Hot Springs Road, Community Commercial (CC)
beyond / existing commercial center
lnterstate 15, lnnovation (lNN) beyond/ mixture of vacant properties, single family residences, and industrial
lnterstate 215 and Regional Commercial (RC) beyond / existing commercial center (Murrieta Plaza)
lnterstate 15 and Community Commercial (CC) beyond/ Existing commercial (Wal-Mart and Carmax)
49,392
49,392

BACKGROUND
The Triangle Specific Plan (SP 276) covers an approximate 64-acre property located between lnterstate 15 and 215, south of Murrieta Hot Springs Road. The Specific Plan was originally approved by the County of Riverside in 1990, named Murrieta Springs Mall, for a 1.76 million square foot retail shopping center. The County entered into a Development Agreement (D.A. No. 54) vesting the Specific Plan which remained effective even after City's incorporation., The City approved amendments to the DA, recording an amendment on February 23,1994. The terms of the DA continued into 2023 but is now expired.
h tggg, an approximate 867,000 square foot western{hemed entertainment center known as RogersDale was approved for the project site (PP 19922). A final parcel map (PM 28280) was approved and the site was partially graded for the construction of RogersDale; however, the grading and project was never completed. ln 2013, the City approved the first amendment to the Specific Plan changing the name to "The Triangle". The amendment revised the number of planning areas from six to four, changed the development standards to reflect an outdoor mall instead of an indoor mall, increased height limits to range from 90-220 feet depending on the Planning Area, changed the amount of allowed retail, office, restaurant, and entertainment square footage as shown below:

Plan Amendment No. 1
Further, in 1990 an Environmental lmpact Report (ElR) was certified with the mall project along with mitigation measures, with the original approval of the Specific Plan. ln 2013, a Subsequent EIR (SEIR) was prepared and adopted by the City Council, again with mitigation measures and adopting a Statement of Overriding Considerations for significant impacts that could not be mitigated or avoided but were found to be acceptable due to economic and health benefits of the Project which outweigh the unavoidable adverse environmental effects.

The square footages provided below indicate the anticipated development within each future phase of the Specific Plan /$ote: each successive phase includes the square footage of the previous phase):
)
Phase la
Phase 1b
https://murrieta.legistar.com/LegislationDetrail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79A6C4&Options=&Search=&FullText=1 Land Use Anticipated Buildinq Area (Square Feet)
Retail 640,914
Office 779.082
Hotel(220 Rooms 148,000
Entertainment 74,660
Restaurant 125.258
Maximum Totalfor all Land Use
Gateqories
1,767,914
1485 3t14
7122124,1:36 PM
Commercial Retail
GeneralOffice
Theater
H i gh Turnover (Sit-Down)_Restau rant_
Total
',hase 1c
Jommercial Retail
GeneralOffice
Theater
High Turnover (Sit-Down)_Restaurant_
Total
Phase 2
Commercial Retail
GeneralOffice
Theater
High Turnover (Sit-Down) Restaurant
Hstsl_(220 Room)
Total
Phase 3 (Project Build Out)
Commercial Retail
GeneralOffice
Theater
High Turnover (Sit-Down) Restaurant Hotel (220 Room)
Total
Clry OF MURRIETA- File#:24-785
184,486
48,000
74,660
75,122
382,268
339,714
48,000
74,660
75,122
537,496
438,774
530,000
74,660
75,122
148,000
1,266,556
640,914
779,082
74,660
125,258
148,000
1,767,914
PROJECT - PART { (SPECTFTC PLAN AMENDMENT NO.2)
SPECIFIC PLAN AMENDMENT NO.2 PROPOSAL
lmplementation of The Triangle Specific Plan would require the construction of on- and off-site utilities (e.9., sewer, '1ater, storm drain, electric, gas, telephone) to serve the proposed uses. Utility connections and grading may be required lithin the jurisdiction of the California Department of Transportation (Caltrans). The Triangle Specific Plan does not provide a detailed site plan for actual development; the ultimate building layout and site planning would occur during subsequent development approvals, including the tentative tract map, development plan(s), and building plan processes.

The Specific Plan is designed to be a zoning document that lays out the standards and regulations (a blueprint) for how development is to be implemented within the project area. The format of the Specific Plan is set up in sections that cover various categories and development standards as described below:

Section 1-lntroduction: This section provides a summary background, vision, and goals of the Specific Plan. lt also discusses the Plan's consistency with the City's General Plan.

Section 2-Develop_mentStandards:. Provides a description of the anticipated buildout of the Plan. This section provides the list of allowed uses within the Plan and lays out the development standards for certain uses such as retail, office, and hotel. Other development standards such as building heights, parking requirements, lighting and landscaping are discussed here.

The project site has a natural buffer created by the freeways and Murrieta Hot Springs Road, thus creating an island for development. As a result, several of the standards in the Plan are different from the City's Development Code requirements and are tailored to implement the project's vision and goals.

Section 3-Grading, lnfrastructure, and Circulation: Briefly discusses the existing infrastructure around the Plan area and provides a conceptual plan for providing infrastructure such as sewer, water, utilities, drainage, and circulation necessary to serve the Plan at buildout. Many of these requirements are subject to standard review and approval by the respective utility's/agency's development procedures and do not differ from the Ci$'s normal development review practice.

Section 4-Administration and lmplqnenta$e[ Establishes the administrative procedures for how the Plan is to be pplemented. This section identifies the process and who the approval authority is for applications such as a zlevelopment Plan, Conditional Use Permit (CUP), Subdivision Maps, Exceptions and Amendments. Also identifies public noticing requirements and duration of permits. Some of these standards differ from the City's Development Code; however they are appropriate due to the nature of the project location and neighboring properties. https://murrieta.legistar.com/LegislationDetail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79A6C4&Options=&Search=&FullText=1 1486 4114 7122124,1:36 PM CITY OF MURRIETA - File#:24-785
The owner/developer is requesting a Specific Plan Amendment (SPA). The requests are necessary to better reflect the current site plan proposal, current market trends, and to provide more flexibility in implementing the Specific Plan without necessitating the need to process an overhaul of the document. Some of the key SPA requests are as follows:

Changes to the allowed uses in "Use Table 2-1"
. Allow drive-through restauranVfast food uses with limitations. o Planning Area 3 - Must be 200 feet back from Murrieta Hot Springs Road . Adds "Vehicle Rental" as an allowed use, as an office only. . Adds "Golf Driving Ranges (with or without restaurants) subject to a Minor CUP . Changes "Outdoor Recreation, Commercial" from a CUP to a Minor CUP . Adds Hospitals, subject to a CUP
. Adds Extended Care Facilities (less than 30 day stay), subject to a Minor CUP. . Modifies criteria for "Warehouse Retail Stores" to state "greater than 70,000 sf' and subject to a Minor CUP r flmend "Veterinary Clinics, Animal Hospitals, Kennels and Boarding Facilities" from a permifted use to a Minor CUP and to remove the restriction that the facility be within a retail business and cannot exceed 40% of the business floor space
Changes to Development Standards
. Change the 60-foot landscape setback along Murrieta Hot Springs Road to 15 feet for parking areas and 25 feet for buildings, with allowances for certain exceptions (For reference, See Exhibit 2-28 through 2-31 and Section 2.5.3-Office, Section 2.S.4-Retail & Restaurant, and Section 2.5.S-Hotel) (Section 2). r fteduce various building and landscape setback requirements within the interior of the specific plan area (Section 2).
r ffiodifi7 various setback standards as a result of changing the setbacks from the landscape setback to a more conventional method of applying setbacks from property lines (Section 2). r fteduce parking garage setbacks from Murrieta Hot Springs Road from 100 feet to 25 feet when less than two stories (Section 2).
. lnclude provisions for the replacement of the two existing billboards for two electronic billboards (Section 4). . lncreasing the allowances for additional freeway and pylon signs, increased heights, larger sign area, and larger area for on-site digital signage (Section 4).
. Authorize the Development Services Director to consider reductions to various setbacks within the specific plan, either through a set 25% reduction, or through specified changes identified as Minor Exceptions (Section 4). jxhibit D to Attachment 1 (Resolution) is the draft City Council Ordinance for SPA No. 2. Attachment 3 is the SPA No. 2 document in a strikeouVunderline (deleted text is shown in red with a line through the words and added text is shown in blue with an underline) format which shows what the proposed modifications in relation to the adopted SPA No. 1.

Attachment 4 is the SPA No. 2 document in a finished format, assuming all changes are approved.

PROJECT-PART 2 (TENTATTVE TRACT MAP 38622)
A second component to the project is Tentative Tract Map 38622 which covers the entire 64.3-acre specific plan area.

The map proposes to create 23 lots/parcels. There are five (5) lettered lots shown on the map that are required in order to dedicate specified areas along Murrieta Hot Springs Road to provide appropriate road right-of-way to meet city standard 102A, which is a 1S0-foot wide road width. Additional width is also necessary in areas where a deceleration lane is designed. The map includes a request for a vacation of a previously dedicated road, Rogers Dale Avenue. An access easement is shown providing appropriate legal and emergency/public access to all lots within the subdivision.

Exhibit E to Attachment 1 (Resolution) is the draft City Council Resolution for the Tentative Tract Map and Development Plan.

PROJECT-PART 3 (DEVELOPMENT PLAN 2022-27051
The Project proposes approximately 279,500 square feet of retail development on 36.46 acres to begin development in this initial phase, accounting for approximately 25 buildings with twelve (12) o'f the buildings being pad buildings located along Murrieta Hot Springs Road. The primary shopping center buildings which will accommodate the center's major anchors are considered to be "in-line buildings" (buildings typically aligned directly adjacent to each other, in many cases appearing as a single building). Eight of the twelve (12) pad buildings are to be located along Murrieta Hot Springs Road and the most easterly building is proposed as a fast-food restaurant with a drive through window. The development is focused on the northerly portion of the site in this initial phase as future phases would occur on the southerly +l- 28 acre portion. Specifically, there is 197,191 square feet of commercial/retail area, and 82,347 square feet of food/restaurant uses with 11,100 square feet of outdoor dining areas. There are two primary access. points into the center, one at the )tersection of future Monroe Avenue (current Sparkman Court) and Murrieta Hot Springs Road and the other is located dt the intersection of Hancock Avenue and Murrieta Hot Springs Road, both of which will be signalized. An additional minor access point will be provided in between the two primary access drives and will be limited to right-in and right-out vehicle turning movements. A total of 1,675 parking spaces are provided, more than would be required for this amount of retail development utilizing City standards in the City's Development Code. https://munietra.legistar.com/LegislationDetrail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79A6C4&Options=&Search=&FullText=1 1487 5114 7122124,1:36 PM CITY OF MURRIETA- File#:24-785
lnfrastructure improvements consist of widening Murrieta Hot Springs Road primarily to accommodate deceleration lanes into the project site and the installation of traffic signals at the intersection of Murrieta Hot Springs Road at Hancock and Murrieta Hot Springs Road at Sparkman Drive/Monroe Avenue. A sewer line will be extended from the north side of Sparkman Drive (future Monroe Avenue) through the project site under l-15, in order to connect to an existing sewer line on the west side of l-15. Monroe Avenue on the north side of Murrieta Hot Springs Road will also be ealigned and widened to be more perpendicular to Murrieta Hot Springs Road and to accommodate proper lane ;onfiguration from the south side. Staff notes Sparkman Drive (Future Monroe Avenue) will be extended north to connect with Los Alamos Road at some point in the future as a City capital improvement project, which should result in a better trip distribution of traffic to and from the project site. There are several documents that make reference to Monroe Avenue (future Monroe) or Sparkman Court or Sparkman Drive and this report will identify the street as "Sparkman Drive/Monroe Ave." from this point forward as they are the same street.

The proposed Development Plan anticipates being constructed in phases as shown below. All infrastructure (roads, signals, water/sewer, utilities) would be constructed prior to occupancy of any buildings within the first phase. \K -'J #':--€ /
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Source: Conceptual Phasing Plan, Robinson Hill Architecture, lnc.

ANALYSIS
Specific Plan:

The SPA moves the anticipated development of the Triangle further away from the "fortress mall" concept that was originally planned in 1990. There have been substantial challenges in how retail development is planned due to the advent of on-line shopping, consumer shopping trends, and the forced closure of retail stores during the pandemic in 2019. According to data available from the Census Bureau, between 2011 and 2021 approximately 60,000 retail stores closed in the U.S. Many retail analysts point to the over-supply of retail as a reason for the decline in retail shopping centers which includes malls. A 2O22 analysis conducted by the Federal Reserve Bank of Richmond, indicated there is roughly 24 square feet of retail space for every American, compared to just 4.6 in the United Kingdom and 2.8 in China.

These are significant factors that have led to the changes proposed in the SPA that lead to a commercial project that is substantially different from the concepts proposed in 1990 and 2013. Restaurants, fitness, and entertainment uses have become a significant factor in shopping center planning and design.

The SPA proposes modifications to the allowed uses within the project area; however, these changes are primarily consistent with the uses allowed in the Regional Commercial zone (the Commercial zone the City typically applies to major commercial areas located adjacent to freeway interchanges). However, uses that may normally require a CUP in the Development Code are proposed to be allowed with a Minor CUP which is approved administratively by staff. Other proposed SPA changes relate to modified landscape and building setbacks. Of the more prominent SPA requests is the lroposal to reduce the 60-foot landscape setback along Murrieta Hot Springs Road to a more conventional 25 feet for duildings and 15 feetfor parking areas. Asecond notable request is allowing fastfood drive through restaurants as a use type within the Specific Plan area. A third notable request is authorizing a process for allowing the existing two billboards to be replaced with two digital billboards. The SPA helps further the goals, as identified in Section 1.3.2, and objectives of the specific plan and General Plan, and the amendments are internally consistent. https://murrieta.legistrar.com/LegislationDetail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79AGC4&Options=&Search=&FullText=1 1488 6114 7122124, 1:36 PM CITY OF MURRIETA - File#:.24-785
Zoning / General PIan Consistency:

The project site is within the boundaries of Specific Plan 276 (The Triangle) and is currently identified in the City's General Plan. The specific plan identifies the various goals and policies and how it meets or implements the goals and ;olicies and is contained in Section 1 of the Specific Plan, The project (SPA/Tentative Tract Map/Development Plan) is consistent with and implements many of the City's General Plan goals and policies.

General Plan Goal LU-l - "A complimentary balance of land uses throughout the community that meets the needs of existing resrdenfs and businesses as well as anticipated grov'rth, and achieves the community's vision." . Policy LU-1.2, Ensure future development provides for a variety of commercial, industry and housing that serue the spectrum of incomes within the region.
. Policy LU-1.3, Establish a range of residential density and non-residential intensities to encourage a wide range of development opportu n ities.
. Policy LU-1.5, Encourage a wide variety of retail and commercial services, such as restaurants, and cultural a rts/e nte rta i n m e nt, i n a p p ro p ri ate I o c at i o n s.

Goal LU-7 "Economically viable, vital, and attractive commercial centers throughciut the City that serue the needs of the community."
. Policy LU-7.1, Work with property owners of vacant commercially zoned property to develop their sites into appropriate, economically viable projects.
. Policy LU7.5, Provide convenient freeway access for regionally-seruing commercial centers to aftract a regional customer base.
. Policy LU-7.6, Focus commercial retail centers adjacent to major transportation corridors o policy LU-7.8, Encourage consolidation of parking and reciprocal access agreements between adjacent busrness and commercial center property owners.
. Policy LU-7.9, Encourage opportunities for complementary retail and service uses fo serue localresidenfs and the daytime employment population.
. Policy LU-7.10, Encourage a range of retail uses fhaf serue localresrdenfs in the region.

Goal LU-8 "A community that provides opportunities for mixed use and/or transit-oriented development." \ . Poticy LIJ-8.1, Encourage integrated development that incorporates a mix of uses (residential, commercial, office) in mixed use or transit-oriented development areas. . Policy LU-8.6, Encourage higher density residential, commercial, and employment development near a future Metrolink or High Speed Rail Station, along other major public transportation routes, and at other suitable locations.

Goal LU-l2 "A focused development and economic development strategy that emphashes specralized land use policies within identified Focus Areas."
. Policy LU-12.1, Provide for the highest level of retail and job-creating uses in areas adjacent to the I-15 and l-215freeways. This includesthe North Murrieta Busrness Corridon Golden Triangle North (Central Murrieta), and South Murrieta Busrness Corridor Focus Areas.

Goal ED-1 "A highly visible and aftractive commercial mixed-use regional hub located at the confluence of the I-15 and l215 freeways in central Murrieta" and policies ED-1 .1 & ED-1.3.

The project provides the opportunity for a variety of commercial uses, including retail, food/restaurant, and service uses, which are conveniently located near two major freeways that will serve the region and the local residents. The planned additional services, employment opportunities, and potential fiscal revenue sources are intended to bring further balance to the existing and planned future residential uses in the City. The Specific Plan allows for a higher intensity of development and the proposed Development Plan represents an initial phase with additional vacant land remaining for future development.

Other specific goals and policies the Project is consistent with are: General Plan Goal CIR-1. "A circulation system that serues the internal circulation needs of the City, while also addressing the inter-community or through travel needs and corresponding policies" (Policy CIR-1.1, CIR-1.2, CIR-1.3, CIR-1.10), Goal CIR-6 "Alternative travel modes and facilities are available fo serve resrdenfs and employers/employees and reduce vehicle miles traveled'. (Policy CIR-6.8, CIR-6.9, and CIR-6.13).
)
lhe project is limited to two main access drives and a restricted turning movement for the third access drive. The project is conditioned to provide a bus stop (turnout), shelter, and bench and is required to provide a Trip Reduction Plan prior to occupancy. Murrieta Hot Springs Road has a bike lane, and the project is designed with bike lanes on the primary drive access. Additionally, a landscaped area will be provided between the road and the sidewalk along Murrieta Hot Springs Road.
https://murrieta.legistar.com/LegislationDetail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79A6C4&Options=&Search=&FullText=1 1489 7114 7122124, 1 :36 PM CITY OF MURRIETA - File #: 24-785
The project meets lnfrastructure Element Goal INF-1 ,
"New development and redevelopment is coordinated with the provision of adequate infrastructureforwater, sewer, stormwater, and energy." and corresponding policies INF-I.1,lNF1.4, and INF-I.21. The project will construct facilities both on- and off-site to support the area and help protect off-site areas from inundation. These facilities will be constructed by the developer and then dedicated to the appropriate public agency for ownership.
r'he development plan and tentative map are consistent with the Specific Plan as they meet all building and landscape setback requirements, parking and loading requirements, and other site design requirements. Some of these categories will be discussed in more detail below.

Site Development Standards:

All buildings meet the required building setbacks from property lines and the project site design meets the requirements of the Specific Plan. As described in more detail below, the project provides for pedestrian connection from Murrieta Hot Springs Road into the project site connecting from the pad buildings along Murrieta Hot Springs Road to the main in-line buildings located at the core of the center.

The Specific Plan allows for various modifications to the development standards. The applicant has requested a series of modifications that fall under the Minor Exception category (see Section 4.4.2 of the Specific Plan). The following are a list of the requested modifications:
r I reduction to the building and patio setback from Murrieta Hot Springs Road for Buildings 8 and 11, where the deceleration lanes occur, which relates to Specific Plan Exhibit 2-28. r fi reduction to the landscape median at the easterly primary drive entry from ten feet to six feet in limited areas to accommodate for the necessary lanes to meet traffic requirements, which relates to Specific Plan Exhibit 2-32.
r { reduction to the area between the parking loVdrive aisle to the building or patio cover which relates to Exhibits 2-12 and 2-16, and 2-17.
r I reduction to the landscape area between the walkway and parking area after the two roundabouts, which relates to Specific Plan Exhibits 2-34 and2-36.
) . A modification to allow 15o/o of required parking to occur at the rear of a building. r I reduction to the loading zone requirement for Building E as it would typically require 2 loading spaces (15' W x 25' L); however, the applicant has indicated that the user is a gym and would not need the loading spaces.

Additionally, there is a loading space in the general vicinity.

Staff supports the requested modifications as they do not create health or safety hazards; they still meet fire access requirements and assist in implementing the Development Plan.

Parking:

The Triangle Specific Plan defers parking requirements to the City's Development Code. Based on the project's identified uses (Sheet A-00.1) and square footage of each of the uses, a total of 1438 parking spaces are required and a total of 1675 parking spaces are proposed on the plans. As of July 1,2024,20o/o of the parking spaces, 335 parking spaces, are required to be installed with the necessary equipment and facilities for charging an Electric Vehicle (EV).

The uses, square footage of each use, and required parking ratio are shown below:

Use Square feet Parking Ratio (# of parking spaces
required per buildinq square foot)
General Retail/Office 197,191 1t250
Restaurant/Fast
Food
82,347 1i300 for service area & 1175for
dininq/patron area
Outdoor Dinino Area 11 .100 11100
The Development Code allows up to 10% of the overall center to include food/restaurant uses in the retail parking ratio and food/restaurant uses exceeding the 10% is required to use the restauranUfood parking ration of 1l75for dining area and 1i300 for service area.

The project is required to provide a minimum of 15 loading spaces; however additional loading spaces may be lecessary to serve individual buildings. The project has seventeen different loading areas spread throughout the project Jite, some consisting of multiple loading spaces for a total of 21 loading spaces. The project complies with the loading requirements with regards to the number of spaces, size, and location.

Traffic Girculation / Access & Egress:
https://murrieta.legistar.com/LegislationDetail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79A6C4&Options=&Search=&FullText=1 1490 8114 7122124, 1:36 PM CITY OF MURRIETA - File #:24-785
The project has three access drives along Murrieta Hot Springs Road. The westerly most drive access will be located opposite a realigned Sparkman Drive/Monroe Ave. Avenue and new traffic signals will be required to be installed. lt will be 94 feet wide and will have two inbound lanes and four outbound lanes (2 left, 1 lefVthrough lane, 1 through/right lane). Additionally, the existing raised landscape medians will need to be adjusted to accommodate new turning lanes.

Sparkman Drive/Monroe Ave. will be realigned to a more perpendicular direction to Murrieta Hot Springs Road. The asterly most drive access will be located across from Hancock Avenue and will require the installation of a traffic signal and modifications to the existing signals. This access will be 111 feet wide and will have two inbound lanes and six outbound lanes (2 left, 2 through lanes, 2 right turn lanes). These two access drives will be signalized to allow for full turning movements. The third access is in between the two primary access drives and will be limited to right-in and rightout turning movements.

Murrieta Hot Springs Road is currently at its ultimate width on the south side along the project frontage; however, the project has deceleration lanes leading into each of the access drives for the project site and will require'widening of Murrieta Hot Springs Road for this aspect. A bus turnout which will include a shelter and seating bench is also required and is designed to be located just east of the Sparkman Drive/Monroe Ave. intersection. ln addition to the improvements identified above, the project will be required to pay the City's Development lmpact Fees (DlF) of which a portion is allocated to road/signal improvements, the County's Transportation Uniform Fee (TUMF) which is currently $7.72lsquare foot for retail uses and $4.89/square foot for service uses, and the Specific Plan has a $0.37 per square foot fair share fee to offset identified impacts to several intersections within the city.

The Specific Plan SEIR analyzed a 1.76 million square foot retail/office center and the Mitigation Monitoring Reporting Program identified impacts at specified thresholds (building square feet of specific uses). This Development Plan proposes a 279,538 square foot retail center. An updated trip generation analysis (see Trip Generation Memo in Attachment 6) was performed based on the proposed uses and was compared to the original traffic study and concluded that the proposed Development Plan falls within Phase 1 of what was analyzed in the SEIR and is therefore required to meet the traffic mitigation measure PDF 10-1 which identifies the number of incoming and outgoing lanes at each of the three project access drives and Mitigation Measure 10-1 and 10-2.

Architecture / Aesthetics:

Jhe shopping center's architectural style is characterized as farmhouse modern. The style utilizes varied roof designs juch as pitched standing seam metal roofs, flat roofs concealed by parapet walls or a combination of the two. Wall materials consist of stone veneer in two different colors, brick, wood plank (3 colors/stains), board & batten (varied colors), smooth plaster in varied colors, vertical and horizontal shiplap in varied colors, concrete masonry unit (CMU) blocks in different textures such as ground face, split face, and precision face, and corrugated siding. Metal accents and entry covers are incorporated in various styles for several of the buildings.

Among several building design requirements, one requirement is the specific plan requires buildings to have a break or relief in the building wall with a depth of at least 3% of the length of the fagade length and extending at least 20o/o of lhe length of the fagade. Additionally, the plan requires building facades facing the lnternal Connector Road and Murrieta Hot Springs Road to have commensurate elevation details as the primaryifront fagade. The buildings within the project comply with the design standards of the Specific Plan, with the exception of Building E. Condition of approval No. 41 requires the developer to make the necessary adjustments prior to building permit submiftal Landscape and Open Space:

The project's Preliminary Landscape Plan shows the conceptual landscape design for the center. The project provides a 15 to 40-foot wide landscaped area along Murrieta Hot Springs Road and minimum 10-foot-wide landscaped areas ranging up to 50 feet wide along the two freeways. The two primary entries are designed with a 6-foohwide landscape area, a 6 foot wide sidewalk, and 7 foot wide landscaping along the length of the entry drive up to the primary cross drive aisle. Additionally, the main entry drives have a landscape median beginning at the project entry extending to the first cross drive aisle (roundabout) and enhanced paving in select areas of the drive aisle creating an enhanced entry to the project site. The parking lots contain landscape finger planters at the ends of the parking aisle and tree wells to provide tree shading and landscaping. The project is required to provide a minimum of 20% landscaping and is providing 28.60/o.

The Specific Plan requires the project to provide a minimum of two plazas or courtyards, one a minimum of 3,000 square feet and 50 feet wide with a ten (10) foot wide clear walking path and the second one a minimum of 2,400 square feet 1nd 60 feet wide (Specific Plan Exhibit 2-25 and 2-26). The project has three plazas, all of which meet the minimum ,bquirements and are shown on the Development Plan Set, Sheets L-04 through L-06. The major courtyard is approximately 6,000 square feet and is located east of the westerly round-a-bout while the secondary courtyard is 3,100 square feet and is located west of the westerly round-a-bout. The areas include elements such as enhanced paving, trees, decorative planted pots, seating areas, raised planters with and without seating, water features, bike racks, tables and chairs, and metal overhead shade structures.
https://murrieta.legistar.com/LegislationDetail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79A6C4&Options=&Search=&FullText=1 1491 9114 7122124,1:36 PM CITY OF MURRIETA - File#:24-785
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Source: Development Plan 2022-2705 Landscape Concept P/ans Sheet L-05, Land Creative lnc.

The project is designed with landscaped walking paths within the parking lots connecting from the pad buildings along the front of the project to the main in-line building area to provide a protected and enhanced walking experience. There are two walking paths in the central project area (15 feet wide with a 5-foot sidewalk centering the 1S-foot area) and two in the westerly project area. These walking paths have enhanced pavement at the drive aisles to help signify a walking corridor (see Attachment 5).

Signs:

All signs, ground-mounted and wall, will be submitted as a separate application to be reviewed by staff with the submittal of a comprehensive master sign program. The specific plan identifies the allowed number of ground-mounted signs, allowed heights, and size. However, sheets SP-1 and SP-2 show the conceptual location and number of signs contemplated. The specific plan allows four (4) freeway pylon signs (two on each freeway) a maximum of 60 feet high and up to 50% of the sign area can be digital. Five (5) pylon signs are allowed along Murrieta Hot Springs Road with a maximum 4O-foot height. Three (3) ldentification Signs can be installed at the corners of the project site and intended more for project identification and may be more artistic with graphics, not for specific tenant identification. The entries will also have decorative stone veneer entry monument walls about five feet high with signage flanking each of the driveways.

CEQA REVIEW
An Environmental lmpact Report (ElR) was adopted by the County of Riverside in 1990 for the Murrieta Springs Mall Specific Plan 276 (<httpSlAlUnry.nAUgtetacagov/DocumentCenterA/iew/12833iSP-276--Murrieta-Sp_rings-Mall-ElR>) . ln 2013, the City Council adopted a Subsequent EIR (<httpSlAury.nnurietasagov/DocumentCenterA/iew/12818/SP-276-- Triangle-Specific-Plan-FSE ) essentially updating the original ElR. The SEIR concluded there are potentially unavoidable significant air quality impacts, project traffic and circulation impacts, and traffic and circulation impacts, when traffic from other projects were added (cumulative impacts) that could not be reduced below a level of significance even with the imposition of feasible mitigation measures. The potentially unavoidable significant impacts are noted below:

AIR QUALITY
. AQMP Consistency. The proposed project would not be consistent with the South Coast Air Quality Management District (SCAOMD) Air Quality Management Plan (AOMP) because of forecasted significant and unavoidable long-term emissions exceeding SCAQMD thresholds.

Operational Air Quality Impacts. Project operations under Phase 1a would exceed the thresholds for NOx.

Project operations under Phases 1b, 1c, 2, and 3 would exceed the thresholds for Volatile Organic Compounds (VOCs), Nitrogen Oxide (NOx), Carbon Monoxide (CO), and Particulate Matter 10 (PM 10). lmplementation of a Standard Condition (SC), Project Design Feature (PDFs), and a Mitigation Measure (MM)would reduce emission levels, but not to a less than significant level. Therefore, a significant and unavoidable impact would occur related to a potential for violating an air quality standard or contributing substantially to an existing or projected violation. https://murrieta.legistar.com/LegislationDetail.aspx?lD=6791361&GUID=B951ASA4-FB3842A1-9478-65469F7946C4&Options=&Search=&FullText... 1492 10114 7122124,1:36 PM CITY OF MURRIETA- File#:24-785
. Cumulative Air QualiU lmpacts.lmplementation of the project would result in a long term cumulatively considerable net increase of PM10 and Nitrogen Dioxide (NOz1(included in NOx), which are criteria pollutants for which the project region is non-attainment as well as VOC and NOx which are Ozone (Osl precursors; the region is in non-attainment for ozone. lmplementation of MM would reduce emission levels, but not to a less than significant level.

TRAFFIC AND CIRCULATION
Direct Traffic Impacts. The proposed project would result in significant and unavoidable direct impacts at the following study area intersections and freeway mainline segments:
lntersections
City of Murrieta
o Margarita Road at Murrieta Hot Springs Road (mitigation infeasible) CaltranslTemecula
l-15 Northbound Ramps at Winchester Road (SR-79) (mitigation is infeasible and this intersection is not under Murrieta's jurisdiction)
Freeway_Ma!n!! ne ;Seg ments
o l-15 NB between California Oaks and Murrieta Hot Springs Road (AM and PM peak hours) o l-215 SB between Los Alamos and 11511215 Junction (AM peak hour) o Qumulative Traffic Impacts. The proposed project would result in significant and unavoidable cumulative impacts at the following study area intersections and freeway mainline segments:
lntersections
) City of Murrieta
o Jefferson Road at Murrieta Hot Springs Road - Phases 1a, 1blc,2 and 3 (fair share payment) o Madison Avenue at Murrieta Hot Springs Road - Phases 1a, 1blc,2 and 3 (mitigation is infeasible and fair share payment)
o Hancock Avenue at Murrieta Hot Springs Road - Phase 3 (mitigation is infeasible) o Hancock Avenue at Los Alamos Road - Phases 2 and 3 (mitigation is infeasible) o Whitewood Drive at Murrieta Hot Springs Road - Phases 2 and 3 (fair share payment) o Margarita Road at Murrieta Hot Springs Road - Phases 1a,1blc,2 and 3 (mitigation is infeasible) Caltrans/Murrieta
f -15 Northbound ramps at Murrieta Hot Springs Road - Phases 2 and 3 (fair share payment and this intersection is also under Caltrans' jurisdiction)
l-215 Southbound ramps at Murrieta Hot Springs Road - Phases 2 and 3 (fair share payment and this intersection is also under Caltrans' jurisdiction) CaltranslTemecula
l-15 Northbound ramps at Winchester Road (SR-79) - Phases 1a, 1blc,2 and 3 (mitigation is infeasible and this intersection is not under Murrieta's jurisdiction) Freeway Mainline Segments
o l-15 Northbound between California Oaks and l-1511-215 Freeway Junction (AM and PM Peak Hours)
o l-15 Southbound between California Oaks and l-1511-215 Freeway Junction (PM peak hour) o l-215 Northbound between Los Alamos Road and l-151215 Freeway Junction (PM peak hour) o l-215 Southbound between Los Alamos Road and Murrieta Hot Springs Road (AM and PM peak hour)
o
o
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l-215 Southbound between Murrieta Hot Springs Road and l-1511-215 Freeway Junction (AM peak hour)
. General PIan Policy Consisfency. The proposed Project would conflict with Policy CIR-1.2 of the Circulation Element of the City of Murrieta General Plan 2035 to maintain an acceptable level of service at '; intersections and freeway inteichanges resulting in a significant and unavoidable impact for which there is no feasible mitigation.
(Source The Triangle Subseguenf ElR, pg.l-6, BonTerra Consulting, Oct 2013) Otherwise, all other project impacts associated with Agricultural Resources, Land use and Planning, Public Services, Utilities and Service Systems, Population and Housing, Noise, Water, Biological Resources, Energy and Mineral Resources, Cultural Resources, Recreation, Aesthetics, Geophysical Hazards, and Hazards were found to be either less than significant or less than significant with the incorporation of mitigation measures. For the impacts that could not be mitigated and therefore considered "Significant lmpacts", the City Council made and adopted findings for "Statement of Overriding Consideration" that concludes that the benefits of the project outweigh the unavoidable significant environmental impacts and deems those unavoidable significant impacts "acceptable."
An environmental consistency analysis/addendum was prepared for the proposed Project and while there are some minor additions and changes necessary none of the following criteria under CEQA 15'162 have occurred. A trip generation comparison was prepared which compares the anticipated number of trips for the proposed project and what was analyzed in the SEIR which shows that the proposed project's trips are consistent with what was contemplated in the SEIR for Phase 1 (a,b,c).

TRIP GENERATION COMPARISON.PROJECT AND SEIR 2013
AM Peak Total PM Peak Total Dailv Total
2013 SEIR-Phase 1 1.257 2.049 22.541
Proposed Project
(DP-2022-2705)
1,240 1,937 19,248
Table 8 (above) from the Focused TrafficAnalysis shows the traffic volumes along Murrieta Hot Springs Road exceeding the capacity. The General Plan EIR and SEIR for the Triangle also acknowledges deficiencies for the roadway segments along this stretch.
)

TABIT E
1025 ROADWAY S€GmEI{T OPIRATIOI{5 SullmAnr
INlAilGTT FOCUSTO TNAFFIC AHAIYSIS
Foolnotrs:
lSource: City ol Munieta Gencrul Ptrn 2035 Srat SEIF {february 2O?01 Afocused traffic analysis was prepared in 2023 where the study focused on the intersections along Murrieta Hot Springs Road between lnterstate 15 and 215. The study concluded that an acceptable Level of Service (LOS) is anticipated at each of the signalized study intersections, with no additional improvements (see Table 22 below).

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TABTT 12
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Ll'lcft-Through laru. Llft.E eft-Througlr"Rlgfir ldfte, eqcThe proposed project represents less than 25% of what the Specific Plan allows and is consistent with the uses contemplated in the Specific Plan. The Consistency Analysis/Addendum was prepared and concludes that the project falls within the scope of the previously certified SEIR as none of the following criteria under CEQA Guidelines Section 15162 have occurred; (1) there are no substantial changes to the project that require major revisions to the SEIR due to new significant environmental effects, (2) there are no substantial changes with respect to the circumstances under which the project is considered that involve any new significant environmental effects or substantial increase in the severity of previously identified significant effects, and (3) no new information that shows the project will have more significant effects not previously discussed, no new significant effects previously examined will be substantially more severe than previously shown, and no new mitigation measures are necessary.

State law requires tribal consultation when processing a specific plan amendment. Consultation is currently on-going and will be concluded prior to any grading. lt is determined that the project falls within the scope of the previously certified SEIR and an Addendum to the SIER is appropriate pursuant to CEQA 15162 and 15164. The project is subject to the previous Mitigation Measures identified in the Mitigation Monitoring and Reporting Program (MMRP). (See Attachment 6).FTNDTNGS
Specific findings are required to be made for each of the three application types. Staff recommends approval of the project based on the findings made in accordance with MMC section 16.66.080 for the Specific Plan Amendment, MMC section 16.94.080 for the Tentative Tract Map, and MMC section 16.56.040 for the Development Plan which are in the Resolution under Section 2,3, and 4 of Attachment 1.
)

DEVELOPMENT AGREEMENT
Staff has been negotiating a development agreement with the Applicant which was duly advertised as part of the public hearing for the project. Unfortunately, the terms of the agreement could not be completed in time for the Commission's hearing on the project and staff is requesting a continuance to the Commission's meeting of August 14,2024. hftps://murrieta.legistar.com/LegislationDetail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F79AGC4&Options=&Search=&FullText... 13114 t
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1495
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NOTICING
The Project was noticed in compliance with Section 16.76 of the Development Code. The City posted two signs along Murrieta Hot Springs Road on the property, mailed notices to property owners within a 300-foot radius, and advertised in .the newspaper a minimum of 10 days prior to the hearing. Notice was provided to agencies/associations representing )lind, aged, and disabled pursuant to Government Code Section 65090(d) and 65091(d).

ATTACHMENTS 1. Resolution
Exhibit A - Cond itions of Approval TTM-2022-2706 (TTM 386221 Exhibit B - Conditions of Approval DP-2022-2705 (DP-2023-00017) Exhibit C - Conditions of Approvalfor SP-2023-0003
Exhibit D - Draft City Council Ordinance- Specific Plan Amendment Exhibit E - Draft City Council Resolution - Development Planffentative Tract Map 2. Vicinity Map 3. Specific Plan Amendment - Redline Version 4. Specific Plan Amendment - Clean Version 5. Project Plans

5.a Development Plan (Site Plan, Architecture, Grading, Landscape),

5.b Conceptual Photometric Plans

5.c Tentative Tract Map 38622 6. CEQAConsistencyAnalysisandMMRP 7. Draft Notice of Determination https://munieta.legistar.com/LegislationDetail.aspx?lD=6791361&GUID=B951AgA4-FB3B42A1-9478-69469F7gAGC4&Options=&Search=&FullText.. . 1496 14t14

THE TRIANGLE

SPECIFIC PLAN
30376-0034 203340.130376-0034 199017.12
1-1
SECTION 1: INTRODUCTION

1.1 Project Summary
The Triangle is approximately 64.3 acres in size and the name reflects its location in the triangle of land bounded by Murrieta Hot Springs Road to the north, I-15 to the southwest, and I-215 to the southeast. Exhibit 1-1 illustrates the regional setting of the project. Exhibit 1-2 shows an aerial view of the local vicinity. The location is optimal for the planned mixed-use development that incorporates offices, shopping, hotel, entertainment and restaurant spaces as part of an integrated commercial and business complex. This development brings a vibrant mix of uses to the City of Murrieta and western Riverside County, creating a regional center of activity. The Triangle combines the best features of a mixed-use development with a modern, progressive retail and entertainment center.

The Triangle Specific Plan incorporates a maximum of 1,767,914 square feet of gross building area, divided among approximately 840,832 square feet for retail, restaurant, and entertainment uses, approximately 779,082 square feet of Class A and B office space, and approximately 148,000 square feet for hotel rooms and related uses. The Triangle includes innovative development concepts, such as the potential for integrating office over retail space and integratedretail and entertainment uses and the utilization of parking structures serving multiple land use categories. All of these uses are proposed within a design framework of four planning areas with connecting internal circulation that unifies the space and creates a distinct sense of place.

The landform, mix of land uses, the size and placement of structures on the site, and the circulation system work together to create the structure of the development. The character of a place is created by the style of the structures and their relationship to pedestrian spaces, the type and variety of landscape treatments used, the smaller yet highly visible elements such as signage, lighting, and street furnishings that provide detail to the site, and the manner in which these elements are integrated into a cohesive whole. These elements and their relationship to one another are the subject of this Specific Plan. Detailed descriptions of all of these key components of the plan are included in the following Sections. 1497

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Exhibit 1.1
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Exhibit 1-1: Regional Setting
1-2
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Exhibit 1.2
1500

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Exhibit 1-2: Local Vicinity
1-3
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1.2 Approach to Specific Plan
The Triangle Specific Plan is complimented by The Triangle Design Guidelines, and these two documents will be used together to implement The Triangle. The Specific Plan identifies those project components that are appropriate to codify as part of the City’s zoning. These standards and development criteria will direct future development of the site. The text and diagrams contained in the Specific Plan address the planning of necessary infrastructure and facilities as well as relationships of the proposed uses to adjacent roadways.

The Design Guidelines incorporate elements of the project related to design intent. The Guidelines contain design guidance for the designers, architects and developers who will create the built environment. The Triangle will be a center of business and leisure time activity in the City of Murrieta for decades into the future. Over time, the design elements of The Triangle may be modified, enhanced or expanded. The approach of separating the Design Guidelines from the Specific Plan allows for design flexibility and maximum creativity both during the initial stage of development and for changes over a longer period of time.

A Development PlanPlans will be processed in a subsequent stage of entitlementfor incremental development to meet market demand. The planning area map included in the Specific Plan is provided for diagrammatic purposes. The Triangle Specific Plan and Design Guidelines will govern and guide the development of the site. The subsequent Development PlanPlans will be evaluated according to the requirements and design concepts identified in these documents. In order to be approved, theeach Development Plan must be found consistent with them.

1.3 Project Vision and Goals

1.3.1 Vision for The Triangle
The Triangle creates a strong sense of place that is a
vibrant and energetic venue people enjoy visiting. The
location of the project naturally lends itself to creating a focal point of energy and attention within the City.

Design elements reinforce the sense of place by
integrating multiple elements into a unified aesthetic.

The Triangle is based on several key design principles to achieve this end.
 Integrating synergistic land uses to attract high
quality corporate, restaurant and retail users to
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the site, thereby increasing the economic vitality of the City.  Establishing a more urban-scale built environment by using building architecture, massing and scale, building setbacks from pedestrian spaces, and a connecting roadway system to create a strong design framework, and by providing for a high intensity of uses to enliven the space.
 Creating a comprehensive and cohesive high quality and thoughtfully detailed contemporary themed development, which will be implemented through building architecture, landscape design of plantings and furnishings, distinctive signage, carefully selected use of colors and materials, and lighting both for safety and for effect.

Integrated Land Uses
This is one of the most prominent locations
in the City of Murrieta, at the confluence of
I-15 and I-215, the region’s busiest
roadways. Thousands of people drive past
the site daily, creating the highest level of
visibility in the region. Some of the
development within The Triangle occurs in
multi-story buildings that are visible from
miles away. Visibility translates into
attraction; people naturally want to see
what is new; they seek out fresh
experiences. The Triangle is designed in a
way to attract visitors and then provide a
fun, memorable experience people will want to enjoy over and over again. And by providing flexibility in design, The Triangle can be updated over time, maintaining a sense of freshness and providing unique experiences for visitors for many years. 1503

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The Triangle creates a distinctive environment by integrating a variety of types of land uses developed at differing scales: the project is designed to include a market-driven mix of midand/or high-rise office buildings; offices combined with retail uses; traditional retail; hospitality uses including approximately 220 hotel rooms, conference space, and restaurants; free-standing restaurants; a cinema, and other types of entertainment uses such as arcades or, live entertainment venues, and other indoor and outdoor entertainment uses. These uses are combined in unconventional ways by being mixed both horizontally and vertically. That is, the uses may be combined into one building, such as office over shops (vertical mixing), or located in close proximity and sharing on grade or structured parking, plazas, and walkways (horizontal mixing).

Incorporating office, entertainment
and mixed uses with retail and
restaurant uses extends the hours
when people will be at the site.

Potentially including a hotel within the
mix of uses reinforces the urban
feeling by having people stay at The
Triangle round-the-clock, thereby
extending the hours of use beyond
that of a conventional mall or office
complex. The planned mix of uses
compliment and support one another.

The Triangle becomes the place where people can find many of the goods, services, and entertainment and leisure time experiences they seek. Office workers shop at lunch and have dinner or perhaps see a movie before they return home. People who utilize the restaurants are likely to visit one or more shops while they wait for their table. Leisurely weekend afternoons can be spent shopping, dining, engaging in family fun activities and relaxing while people watching and listening to music in the plazas.
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Urban-scale and Energetic Built Environment
The development incorporates an urban
character by the proposed mix of uses and the
intensity of development, with a floor to area
ratio (FAR) ranging from .25 to over 1.0. The
scale of buildings also invokes an urban
sensibility, with multi-story buildings and
structured parking. The tallest structures within
the site, potentially as high as 18 stories, are
located at the three corners, establishing the
framework at the perimeter of the property. An
internal circulation system for vehicles and
pedestrians forms a ring inside these multi-story buildings. Central to the development, both in terms of being the heart of the project and being located inside the internal connector road, is a large retail core. Site design reinforces this urban experience within the retail area, with shops fronting closely along streets and pedestrian walkways.

The scale of The Triangle also creates a sense of
energy and liveliness without overwhelming the
visitor. Over 1.7 million square feet of new
uses are planned. Yet this amount of
development is designed in way that creates a
comfortable, human scaled environment.

Planting trees along walkways provides an
overhead canopy, making large spaces seem
appropriately sized. Plazas or courtyards
located at office building entriesthroughout the
property add to a sense of placemaking and
reduce the imposing scale of large structures
and create places for people to gather during the workday and interact.

Plazas are also located within the retail
corecomponent, allowing for places to
rest and take a break from activity and
places that become the hubs for
entertainmentgathering and family
friendly engagement , featuring
elements such as water features, kids’
play spaces, or performance stagesand
personal spaces for group and individual
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relaxation. These spaces are scaled so that both large and small special events can be accommodated.

The Triangle combines the best elements of integrated, mixed-use developments and lifestyle centers. This provides for a vibrant combination of uses that support one another because they provide many of the goods and services people use in their daily lives. The Triangle, like the best regional centers, provides convenience, efficiency, and a place for social interaction. By focusing design elements to improve the experience of the visitor, people are encouraged to visit The Triangle more often and stay longer. Emphasis will be placed on creating a sense of place and offering goods, services, restaurants and entertainment uses which are not currently available to the local community.

Design Theme
Multiple stylistic elements are combined in an integrated way to create the character of The Triangle. A clean, contemporary style will be used throughout the project, emphasizing elegant and understated design. In building architecture forms are simple and focus on horizontal and vertical rhythm. Contemporary style draws on blending indoor and outdoor spaces by incorporating large expanses of glass and by using materials that flow from the interior to the exterior of buildings. Within the retail core particular attention is given to creating human-scaled spaces by controlling building mass and scale and, emphasizing building entries. and integrating public spaces with retail uses. These public spaces can be concentrated in linear format to create an open, walkable area along retail frontage that encourages cross shopping and synergy throughout the project.

In the landscape forms will be simple and also focus on rhythm in plantings to create a strong statement. The materials used in landscape features such as paved areas, walls and planters compliment the contemporary architectural style in color, form and materials. An important factor in creating a unique sense of place is integrating small, carefully considered details into the space to create an exceptional level of finish. These details include signage, lighting, benches, shade structures, outdoor seating areas, and similar smaller scaled items that are closer to eye level and so become visually important. All these features will be coordinated to reinforce the contemporary theme for The Triangle.

1.3.2 Goals of the Project
The Triangle Specific Plan has been prepared within the framework of a comprehensive and detailed planning program and design guidelines. Issues such as engineering feasibility, 1506

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economic viability, and how to achieve high standards of design aesthetics have all been evaluated in formulating the plan. This design process has resulted in a set of specific project planning goals, delineated below.

1. Implement the City of Murrieta General Plan policies and objectives relevant to the site.

2. Design the project in consideration of the site’s topographic, geologic and hydrologic setting.

3. Develop an environment that allows motorists and pedestrians to easily navigate from one land use and area to another.

4. Create project and community identity through thematically coherent and aesthetically eloquent architecture, landscaping, colors, signage, and boundary and entry statements.

5. Locate regional shopping facilities where they are optimally served by the regional transportation system and will have minimal impact on secondary and surface streets.

6. Integrate a mix of uses including large scale office buildings in close proximity to retail, service and hotel uses to create synergy and increase cross flow and integration of mixed uses.

7. Consistent with the adopted City General Plan size and phase the regional center development plan to satisfy and be consistent with current and anticipated future regional market demands through the design of an integrated mixed use development of approximately 1,700,000 square feet.

8. Develop and integrate Class A and B office space with adequately sized building footprints and building scale to service a range of regional and national office tenants including corporate headquarters, thereby creating the potential for higher paid professional employment opportunities.

9. Enhance the economic vitality of the community by introducing additional segments of the retail market and entertainment, including large scale national retailers in aprominent and visible retail coreconcentration along Murrieta Hot Springs Road that will spawn additional economic activity through the multiplier effect.

10. Increase tax revenues to the City of Murrieta by recapturing sales currently “leaking” to other areas, attracting new sales from outside the community, and enhancing other income sources such as property tax, business license fees, and development fees. 1507

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11. Improve the sub-regional jobs to housing ratio by providing a substantial number of new construction and permanent jobs in the local community.

12. Introduce new, unique, high quality and progressive retail, entertainment and service providers currently unavailable in the Murrieta market to serve local needs, thereby reducing regional traffic impacts by reducing the number of trips from Murrieta residents to providers outside the City.
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1.4 Regulatory Background and Relationships to Other Plans

1.4.1 Existing Entitlement
The County of Riverside adopted the Murrieta Springs Mall Specific Plan Number 276 in 1990.

That plan included the same mix of uses to those proposed in The Triangle Specific Plan, including retail, office, restaurant, entertainment and hotel. Environmental Impact Report Number 358 and Development Agreement Number 54 were approved with the Specific Plan.

Subsequently, on July 1, 1991, the City of Murrieta incorporated and the entitlements were transferred to the City. The City approved an amended Development Agreement in February 1994, extending the effective date of that agreement until February 25, 2023.

Specific Plan Amendment No 1
The proposed Triangle project isSpecific Plan was amended in 2013 with an amendment to and restatement of the original Specific Plan Number 276. Changes (the "Amendment No. 1 to Triangle Specific Plan"). Amendment No. 1 to theTriangle Specific Plan includeincluded changing the name of the Specific Plan to “The Triangle Specific Plan” and updating the description of the project proposal. Specific changes includein Amendment No. 1 to Triangle Specific Plan included:
 Revising the number of Planning Areas from six to four  Changing the enclosed mall to an outdoor retail center  Revising the height limitation for the hotel and office buildings located at the three corners of the site to a maximum of 280’ for Planning Area 4, and 200’ for Planning Areas 2 and 3.
 Reducing the amount of retail space and increasing the amount of office, restaurant and entertainment space, within the same maximum gross building area of 1,767,914.  Providing amended standards for advertising structures and signs, including maximum square footage, height, and aggregate number of signs .  Updating development standards to reflect the changes in the marketplace  Separating Design Guidelines into a separate document for purposes of streamlining the process of making future design changes

1.4.1.1 Proposed Amendment No. 2
Amendment No. 2 to Triangle Specific Plan ("Amendment No. 2 to Triangle Specific Plan") includes:
 Modification to various uses in Table 2-1.
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 Authorizing drive through uses including banks, restaurants, pharmacies, food uses and other drive through uses typically found in retail centers  modifying and implementing site specific standards for setbacks, landscaping requirements, shared loading parking spaces, landscape screening of loading parking, and allowing 15% of allowable parking to be in the rear of retail buildings  Reduce the landscape setback from Murrieta Hot Springs Road from 60’ to 25’ for buildings and 15’ for parking areas.
 Modify setback Development Standards in Tables 2-4 Development Standards for Office Buildings, 2-5 Development Standards for Retail Uses, 2-7 Development Standards for Hotels, and 2-8 Development Standards for Parking Structures.  Authorizing site specific signage including authorizing five (5) forty foot (40') high pylon signs along Murrieta Hot Springs Road, two (2) sixty foot (60') high pylon signs along the I-15 freeway (including electronic signage on each sign), two (2) sixty foot (60') high pylon signs along the I-215 freeway (including electronic signage on each sign). See Table 2-9 for signage specifications.
 Authorizing the relocation and/or replacement of two (2) static billboards with two (2) electronic billboards subject to City Council approval. Size of billboards shall be approximately 12' x 40' or such other commercially reasonable size as may be approved by the Development Services Director (the "Director").
 Authorizing certain Minor Exceptions and Exceptions where the Development Director has authority to grant minor changes, allowances and variances in setbacks, sizes of buildings, landscape architecture elements, building architecture and transfers of square footage between buildings within a planning area all as specified herein The site is currently designated commercial in the City of Murrieta General Plan and is also zoned Specific Plan (SP276) on the City’s zoning map. No changes are proposed to those designations. The Triangle Specific Plan is approximately 64.3 acres in size as documented in Parcel Map 28280, and as shown on Exhibit 1-3, Triangle Specific Plan Boundary.

There is an existing Community Facilities District (CFD 91-1) covering approximately a 17-acre portion of the property. It is anticipated that subsequent to action on The Triangle project entitlements that a new CFD may be proposed to include the entire project site. 1510

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Exhibit 1-3
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1.4.2 Discretionary City Actions
Discretionary City Actions which have been approved
The following discretionary City Actions have been approved:

Certification of SEIR
Adoption of MMRP
Adoption of General Plan Amendment
Discretionary actions and approvals by the City of Murrieta being processed in conjunction with The Amendment No. 2 to Triangle Specific Plan include:
 Certification of The Triangle Specific Plan Subsequent Environmental Impact Report  Adoption of The Triangle Specific Plan Mitigation Monitoring Program  Revision to General Plan Text
 Adoption of Amended Triangle Specific Plan Number 276  Approval of Amended Development Agreement Number 54, vesting the Specific Plan
Tentative Tract/Parcel Map
Consistency Evaluation Pursuant to Public Resources Code Section 21166 Potential Future Actions:
 One or more Development Plans
 Billboard Relocation Agreement
 Monroe Cost Sharing/Reimbursement Agreement
 Adoption of a new Community Facilities District
 Sign Program

1.4.3 Relationship to the City of Murrieta General Plan The California Government Code (Title 7, Division 1, Chapter 3, Articles 8 and 9, Section 65450 et seq.) and the City Municipal Code (Section 16.66) provide for the preparation of Specific Plans to ensure the orderly and systematic implementation of the general plan, and to provide adequate development flexibility for innovation in land use mixes, site design and development concepts. The Specific Plan is a regulatory document that serves as the zoning for The Triangle project site. The Specific Plan provides text and diagrams which specify those elements required by the State, including:
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1. The distribution, location, and extent of the uses of land, including open space, within the area covered by the plan,

2. The proposed distribution, location and extent and intensity of major components of public and private transportation, sewage, water, drainage, solid waste disposal, energy, and other essential facilities proposed to be located within the area covered by the plan and needed to support the land uses described in the plan.

3. Standards and criteria by which development will proceed,

4. A program of implementation measures including regulations, programs, public works projects, and financing measures necessary to carry out paragraphs (1), (2), and (3).

The Specific Plan must be consistent with the City of Murrieta General Plan and must be adopted by ordinance by the City Council. A detailed discussion of the Specific Plan’s consistency with the General Plan is contained in Section 1.4.4, below. Subsequently, all future development proposals, plans, maps and agreements must be consistent with the Specific Plan. Projects that are found to be consistent with The Triangle Specific Plan will be deemed consistent with the City’s General Plan.
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1.4.4 Consistency with City of Murrieta General Plan
The Triangle Specific Plan is consistent with and supportive of the goals and policies of the City of Murrieta General Plan and reflects a comprehensive and unified master plan for the project site. A discussion of the relationship of this Specific Plan to relevant General Plan Element policies follows.

Land Use Element
The Murrieta Land Use Element contains the goals that provide the framework for land use planning and decision-making in the City. The major goals that specifically relate to The Triangle Specific Plan are presented below.

Goal LU-1, A complimentary balance of land uses throughout the community that meets the needs of existing residents and businesses as well as anticipated growth, and achieves the community’s vision.
 Policy LU-1.2, Ensure future development provides for a variety of commercial, industry, and housing that serve the spectrum of incomes within the region.  Policy LU-1.3, Establish a range of residential density and non-residential intensities to encourage a wide range of development opportunities.
Policy LU-1.5, Encourage a wide variety of retail and commercial services, such as restaurants, and cultural arts/entertainment, in appropriate locations.

Goal LU-7, Economically viable, vital, and attractive commercial centers throughout the City that serve the needs of the community.
 Policy LU-7.1, Work with property owners of vacant commercially zoned property to develop their sites into appropriate, economically viable projects.  Policy LU-7.5, Provide convenient freeway access for regionally-serving commercial centers to attract a regional customer base.
 Policy LU-7.6, Focus commercial retail centers adjacent to major transportation corridors
 Policy LU-7.8, Encourage consolidation of parking and reciprocal access agreements between adjacent business and commercial center property owners.  Policy LU-7.9, Encourage opportunities for complementary retail and service uses to serve local residents and the daytime employment population.  Policy LU-7.10, Encourage a range of retail uses that serve local residents in the region.

Goal LU-8, A community that provides opportunities for mixed use and/or transit-oriented development.
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 Policy LU-8.6, Encourage higher density residential, commercial, and employment development near a future Metrolink or High Speed Rail Station, along other major public transportation routes, and at other suitable locations.

Goal LU-1312, A focused development and economic development strategy that emphasizes specialized land use policies within identified Focus Areas.  Policy LU-13.112.1, Provide for the highest level of retail and job-creating uses in areas adjacent to the I-15 and I-215 freeways. This includes the North Murrieta Business Corridor, Golden Triangle North (Central Murrieta), and South Murrieta Business Corridor Focus Areas.

Specific Plan Response
The City’s Land Use Element identifies the area at the confluence of I-15 and I-215 as the Golden Triangle, and describes this area as the urban core of the City. The Land Use Element further states, “. . . the City seeks to encourage private sector investment in the creation of higher paying jobs . . . through economic diversification.” (City of Murrieta General Plan, Land Use Element, page 3-47). The Triangle Specific Plan proposal implements the City’s desire to establish such a job center. Through development of various types of office and retail uses, space is created for regional and national tenants that provide professional employment opportunities.

The Triangle Specific Plan’s mix of land uses adds a broad spectrum of retail, employment, entertainment and hospitality uses to the City in an area already planned for regionally significant commercial and office uses. The Specific Plan is proposed to be developed at a higher intensity than other portions of the City to optimize the regionally visible setting. This will be achieved through the incorporation of shared parking, mixed land uses and higher buildings than in other areas of the City. Development of the property will further implement the City’s goal to establish a large-scale commercial center in the Golden Triangle area.

The Triangle provides balance to the City’s existing land use mix without creating any land use incompatibilities. The freeways create buffers between nearby residential uses, and the property to the north is also designated for, and partially developed with, commercial uses.

The planned additional services, employment opportunities, and potential fiscal revenue sources are intended to bring further balance with the existing and future residential uses in the city.

The property to the east and north of the site is largely developed, making this a logical extension of existing growth. Additionally, utility infrastructure is in place to serve the site.

The property’s location adjacent to freeway interchanges from both I-15 and I-215, and its 1516

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boundary with Murrieta Hot Springs Road, an augmented urban arterial, provide excellent access for residents of Murrieta and visitors from throughout the region.

Economic Development Element
Goal ED-1, A highly visible and attractive commercial mixed-use regional hub located at the confluence of the I-15 and I-215 freeways in central Murrieta.  Policy ED-1.1, Promote the City’s location between two interstate freeways to create a regional hub of an intensity and scale commensurate with its regional orientation, high visibility and gateway location.
 ED-1.5,1.3 Encourage transit-oriented development within this area to support future transit opportunities.

Goal ED-4, Positive balance between the supply of retail opportunities and demand for goods and services.
 ED-4.1, Encourage retail development projects that can realistically satisfy community-wide and regionally-based demand for goods and services.  ED-4.2, Encourage retail development, expansion, and remodeling projects that can effectively reverse or minimize outflows of local resident expenditures to retail facilities beyond the City limit.
 ED-4.3, Support a concentration of retail centers in functional nodes at freeway intersection locations to maximize exposure and convenient access within the regional trade area environment.

 ED-4.6, Encourage the development of a mix of moderate to high-end restaurants throughout the City, particularly in concert with business, entertainment, and cultural developments.

Goal ED-7, Tourism and leisure opportunities that attract residents and visitors.  ED-7.1, Encourage the development of tourist and entertainment-type facilities such as hotels, dinner house restaurants, performing arts center, museums, a music and festival park, an amusement park, mineral hot springs, golf courses, and visitor information centers.

Specific Plan Response
Since its incorporation, the City of Murrieta has grown rapidly. This has increased the demand for goods and services beyond what is currently available within the City, leading to loss of sales tax revenues that could be captured locally. The Triangle will provide a significant retail and entertainment component for the City, providing both needed goods and services, but also generating sales tax revenues to support the City‘s programs. The Triangle, because of its 1517

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prime location, will also attract shoppers, workers and visitors from a larger area. The scale of The Triangle proposal and allowing for development at a high floor-to-area ratio (FAR) creates the regional center the City envisions in its General Plan.

The Triangle will also support the City’s goal of attracting tourists to the area. The planned hotel provides lodging for regional visitors, both those visiting Murrieta and visitors to surrounding communities. By combining the hotel with a large component and variety of restaurants, entertainment and retail uses, the hotel becomes an attractive location for visitors to stay.

Circulation Element
Goal CIR-1, A circulation system that serves the internal circulation needs of the City, while also addressing the inter-community or through travel needs.  CIR-1.1, Ensure the transportation system can adequately serve the concentrations of population and employment activities identified by the Land Use Element.  CIR-1.2, Maintain a Level of Service “D” or better at all intersections during peak hours.

Maintain a Level of Service “E” or better at freeway interchanges during peak hours.  CIR-1.3, Maintain an average daily traffic (ADT) level of Service “C” or better for all roadway segments. As an exception, LOS “D” may be allowed in the North Murrieta Business Corridor, Clinton Keith/Mitchell, Golden Triangle North (Central Murrieta), South Murrieta Business Corridor, or the Multiple Use 3 Focus Areas, or other employment centers. LOS “D” may be allowed only at intersections of any combination of Secondary roadways, Major roadways, Urban Arterial roadways, Expressways, conventional state highways or freeway ramps.
 CIR-1.10, Limit driveway and access on major arterial streets, where feasible, to maintain a desired quality of traffic flow.

Goal CIR-2, A comprehensive circulation system that promotes safety.  Policy CIR-2.3, Provide a circulation network that accommodates the safe and efficient movement of all forms of non-motorized travel.

Goal CIR-2.14, Ensure that efficient and safe access for emergency vehicles is provided to all development.

Goal CIR-6, Alternative travel modes and facilities are available to serve residents and employers/employees and reduce vehicle miles traveled.
 Policy CIR-6.8, Support the construction of bus turnouts with shelters adjacent to new developments where transit demand levels may be sufficient in the future to warrant such accommodations to maintain traffic flow and provide safe loading/unloading for bus passengers.
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 Policy CIR-6.9, Work with Riverside Transit Agency to evaluate bus stop locations and amenities. Encourage the incorporation of transit amenities such as bus shelters and benches into existing and new bus stop locations.
 Policy CIR-6.13, Continue to require new development to submit a Trip Reduction Plan, if applicable, in compliance with the Transportation Demand Ordinance.

Goal CIR-7, Residential areas and activity centers are accessible to all pedestrians, including persons with disabilities or having special accessibility needs.  Policy CIR-7.3, Encourage safe pedestrian walkways and ensure compliance with the Americans with Disabilities Act (ADA) requirements within all developments.  Policy CIR-7.5, Provide pedestrian amenities such as benches, landscaping, and shade trees to encourage people to walk to destinations.

Goal CIR-8, Development, Expansion, and maintenance of a network of bicycle, pedestrian, and multi-use trails that allows residents to travel between parks, schools, neighborhoods, and other major destinations without driving.
 Policy CIR-8.4, Consider that 6-8-lane arterial roads provide a 5- to 6-foot-wide tree buffer (parkway) between pedestrians and through traffic.

Specific Plan Response
The Triangle Specific Plan has been designed to take optimal advantage of its proximity to two interstate freeways, I-15 and I-215, and an augmented urban arterial, Murrieta Hot Springs Road. Two primary entries to the project are proposed, each at a signalized intersection with dedicated turning lanes. The one secondary entry is a right-in/right-out only intersection. This will ensure adequate management of traffic flow and provide for safe turning movements entering and exiting the site.

A traffic impact analysis has been prepared for The Triangle Specific Plan area. Both on- and off-site traffic improvements have been recommended by that traffic analysis. The Triangle project will incorporate those improvements into the onsite project design and will construct or participate in funding construction of off-site improvements. These improvements will ensure that the City’s level-of-service standards are met.

Some of the intersections analyzed in the traffic impact study are within the jurisdiction of the California Department of Transportation (CALTRANS). Implementation of The Triangle Specific Plan will be coordinated through the City of Murrieta and CALTRANS for required improvements to those intersections.

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side of Monroe Avenue, adjacent to the site. That bus turnout and bus bench and shelter will be constructed as part of The Triangle development. A Travel Demand Management Plan will be prepared for The Triangle concurrent with the Development Plan. This plan will further document what steps will be taken to facilitate and encourage alternate modes of travel, such as cycling, carpooling, and alternate fuel vehicles. It will also address methods of reducing peak hour congestion such as flexible work hours.

In addition to the vehicular circulation system, the Specific Plan includes provisions for a pedestrian circulation system. A series of pedestrian walks connect the various uses. These have been carefully designed to provide for pedestrian safety and a pleasant pedestrian experience within The Triangle. The property frontage along Murrieta Hot Springs Road includes a meandering sidewalk separated from the travel lanes by a variable width landscaped parkway. This parkway width ranges from zero to twelve12 feet. This accommodates generous plantings, including street trees, and provides for a curb adjacent sidewalk at intersections and the bus turnout. The landscaping throughout the project will provide shade along walkways, and benches are located throughout the project. A 5’ bicycle lane will also be provided along the south side of Murrieta Hot Springs Road and through the site adjacent to or on the Internal Connector Road.

Infrastructure Element
Goal INF-1, New development and redevelopment is coordinated with the provision of adequate infrastructure for water, sewer, storm water, and energy.  Policy INF-1.1, Encourage future development to occur in areas where infrastructure for water, sewer, and storm water can most efficiently be provided.  Policy INF-1.4, Ensure that new development and redevelopment provides infrastructure for water, sewer, and storm water that adequately serves the proposed uses, and that has been coordinated with affected infrastructure providers.  Policy INF-1.21, Encourage the use of specific plans, development agreements, or mechanisms that specify the nature, timing, cost and financing mechanisms to be used to fund water, wastewater, and /or storm drainage improvements and services.

Specific Plan Response
The Triangle Specific Plan provides a comprehensive discussion of the provision of water, sewer, and storm drain facilities that will adequately serve the project. The project will construct facilities both on- and off-site to support the area and help protect off-site areas from inundation. These facilities will be constructed by the developer and then dedicated to the appropriate public agency for ownership.

1.4.5 California Environmental Quality Act Compliance
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The environmental impacts from the development of the site were originally addressed in Environmental Impact Report Number 358 certified by the County of Riverside in 1990.

Concurrent with the approval of this amended Specific Plan, the City will certify a and subsequently in the Subsequent EIR and a Mitigation Monitoring and Reporting Program. for Any development of the site as currently proposed may rely on the Subsequent EIR and Mitigation Monitoring Program and will be required to demonstrate how it is consistent with the SEIR in accordance with Sections 15162 through 15164 of CEQA. 1521
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SECTION 2: DEVELOPMENT STANDARDS
The Triangle Specific Plan contains regulations and standards that will guide subsequent stages of planning for the site, and ultimately will be incorporated into the Development Plan or Plans prepared for the development. Implementation of these standards will provide orientation, identity and a sense of place for The Triangle, resulting in a high quality built environment.

2.1 Project Description
The design framework for The Triangle is illustrated on Exhibit 2-1, Planning Area Map. The property is divided into four planning areas, and includes an Internal Connector Road. This plan illustrates a loop configuration for the Internal Connector Road. This configuration is not required. The internal connector could be a grid system of roads or some other design, so long as interior connecting roads are provided for on site circulation linking the two main entries along Murrieta Hot Springs Road. Similarly, the boundaries of the planning areas are flexible.

They may be reconfigured through review of the Development Plan(s) to align with the ultimate street pattern. The acreage summary on the table on the Planning Area Map is provided for information only.

The Triangle includes a broad range of land uses combined to create a vibrant, energetic mixed-use development. These uses are unified through a cohesive site design framework.

The highest buildings are allowed at the three corners of the site, as determined by market demands and subject to the Allowable Building Height Regulations contained in Table 2-9. The Internal Connector Road links all portions of the site to one another, and pedestrian interconnectivity is given high priority. This road has a consistent landscape treatment that creates a visual continuity and provides curb-separated pedestrian walkways for safety and a more pleasant pedestrian experience. These site planning elements help to integrate the major elements of the plan into a unified whole.

In conjunction with site planning
features of the plan, a sense of identity
for The Triangle is created through the
concept of integrating landscape, entry
monuments and signage elements to
define a sense of arrival at the site.

Project identification monuments are
located at the three corners of the
property to “announce” the project.

Along Murrieta Hot Springs Road and at
the project entries the sense of having
“arrived” at a unique destination is
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created through strategic placement of entrance gateways and landscape features. This sense of arrival is reinforced as visitors enter the site on the Internal Connector Road. Specific elements are described in greater detail in later Sections of the Specific Plan.

A central component of the plan is an
open-air retail commercial district
primarily oriented northerly towards
Murrieta Hot Springs Road. The retail
uses are included in one or more
shopping areas that blend restaurants, a
mix of small and large retail stores,
entertainment uses, and possibly offices
located above retail uses. Within this
central area plazas or courtyards are
required to create walkable pedestrian
frontage along retail uses provide places
where people can gather and where
special open-air events may occur.

Another component of the plan is mid- and high-rise professional office space,. All uses may be served by parking structures. Hospitality uses are the third component of the plan, and may include hotel rooms, conference and meeting space, dining, and its own recreational amenities. Any of the allowed uses may be integrated in any planning area in The Triangle.

However, the tallest structures are only allowed within Planning Areas 2, 3 and 4, as discussed below as part of Allowable Building Height regulations.

The total gross building area of 1,767,914 is the maximum allowed in The Triangle Specific Plan.

The amount of gross building area for each category may be modified from that described below, so long as the overall total is not exceeded. Section 2.4, below, discusses provisions for allowing flexibility in the amount of certain land uses, while regulating the total development intensity.
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Planning Area 1 is expected to be the retail core within The Triangle. The retail component of the plan allows for a flexible mix of design layouts, so retail uses are also allowed in other planning areas. Restaurants may be located on freestanding restaurant pads oriented towards Murrieta Hot Springs Road or interior to the site, or may be combined with in line shops in a retail village environment. Restaurant space is anticipated to make up approximately 125,000 square feet of the gross building area and may include drive through uses. Major retail tenants, whether one or two story, are anticipated to include approximately 394,000 square feet. Smaller retail businesses comprise approximately 247,000 square feet of building area.

Entertainment uses are expected and encouraged within The Triangle. These might include a cinema, outdoor uses such as rock climbing walls, sports uses such as pickleball, golf driving ranges or live entertainment venues. Approximately 75,000 square feet of building area are anticipated for these uses.
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Professional office space comprises the second major component of the plan. Offices may be located above retail, in office towers or in low- and mid-rise buildings that form an office campus. Offices are anticipated in Planning Areas 3 and 4, but may also be located in Planning Areas 1 and 2. All types of office use are allowed, including medical offices. The larger office buildings will be served by parking structures. Office uses may also be integrated with retail and entertainment uses. Approximately 779,000 square feet of total office space is anticipated.

The third land use category in The Triangle is
hospitality, which may include hotel rooms,
conference or meeting space, banquet facilities,
restaurants for hotel guests and the general
public, and recreational amenities designed
primarily for hotel guests. The hotel is expected
to include approximately 220 rooms contained
within 148,000 square feet, and to be housed
within a 12-story building. The hotel is expected
to be included in Planning Area 2, but could
instead be located within another Planning Area 3.

Murrieta Hot Springs Road is the entry roadway for The Triangle. This road will serve to announce that people are entering a unique place, and so enhanced landscaping and setbacks are provided within the plan. Behind the curb a wide landscape zone is established to frame the road, and includes a mix of palms and canopy trees, blooming shrubs and ground cover. A 6’ sidewalk meanders through this landscape zone5’ sidewalk meanders within the right of way along Murrieta Hot Springs Road when site constraints permit.

The internal circulation system has been designed to provide for vehicular movement and to provide for safe pedestrian connections among the planning areas. At the primary entries along Murrieta Hot Springs Road, large entry statements are planned within the landscape zonecreating a sense of arrival. A raised, planted median and wide landscaped shoulder setbacks are provided along the Internal Connector Road, as shown in the Landscape Standards Section of the Specific Plan. Traffic may be directed through intersections or roundabouts which increase flow and calm traffic speeds. This creates a sense of arrival when entering The Triangle and then reinforces the sense of place through the project. Additional project access from Murrieta Hot Springs Road is provided at a right-in/right-out entry point located approximately half way between the two primary project entries. 1528

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Beyond the first driveway intersection, the Internal
Connector Road continues through The Triangle with
differing landscape treatments and setback
requirements but with a raised planted median and
wide parkways that remain a unifying feature. Where
secondary driveways intersect with the Internal
Connector Road special treatments are incorporated to
provide for safe pedestrian connections, landscaped
buffers, and signage locations that do not block visibility for motorists. Pedestrian pathways are clearly marked
in every instance where driveways intersect with the
Internal Connector Road to link parking areas to
building entries and land uses to one another.

Curb-separated sidewalks are provided along both sides
of the connector road to enhance the pedestrian
experience.

Although the primary design consideration is the view of the site from Murrieta Hot Springs Road since it provides direct access to the property, the edges along the adjacent freeways are also important. A minimum 15’' setback is provided from parking or buildings to the property line to allow for landscape treatments that will soften the appearance of buildings or parking structures. Loading areas adjacent to the freeway mustwill be screened to reduce visibility of back of house functions.

All of these elements are unified by an integrated landscape treatment based on a low water usage plant palette. Large trees, such as palms or other large-scale varieties, visible from a distance, help create a sense of approach and mark the entries. Canopy trees are spread throughout to provide shade and a pleasant walking experience. Landscape areas are provided adjacent to all buildings and parking areas to provide visual relief in parking fields.

The Triangle also relies on other elements to reinforce that this is an integrated, mixed-use development. These
include unified and interesting signage treatments through the project by using a consistent color palette, similar design style, and inter-related mounting fixtures such as brackets or poles. Street furniture and fixtures such as light standards, benches, trash receptacles, etc. are designed to reinforce the design theme of The Triangle. Architectural treatments are coordinated in a comprehensive design
program that develops a sense of cohesiveness and
integration for the site. These elements are described in greater detail in The Triangle Design Guidelines.
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2.2 Definition of Terms
The Specific Plan and Design Guidelines contain many statements regarding standards and guidelines that define future actions that will implement The Triangle. The following definitions identify the level of commitment intended in the plan and reflect the desired outcome.
“Shall” or similar words such as “require, must, will” describe standards, conditions or actions that will always be followed.
“Should” or similar words such as “may or allow” describe standards or guidelines that will be followed in most cases, but exceptions or levels of implementation are acceptable with valid reasons as reasonably determined by the Planning Director (“Director”). Use of this or similar words permits initiative and creativity on the part of the developer, and should be supported unless clear reasons are identified to object.
“Restrict or limit” sets specified limits for policies or within which actions will occur. “Prohibit” describes uses or conditions that are never allowed, and may only be modified by action of the City Council.
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Permit
P

2.3 Uses Allowed in The Triangle
The primary goal of The Triangle is to incorporate a broad mix of business and commercial uses at intensities commensurate with its regional orientation. The following sections describe the uses allowed on the property and the conditions under which they are allowed.

2.3.1 Allowed Uses
Table 2-1, Uses Allowed in The Triangle, identifies the categories of land use within the site.

Unless otherwise specified, these uses are defined in the same way as in the Murrieta Municipal Code. The table also identifies the permit requirements for each type of use.

Because the purpose of The Triangle is to implement the City’s goal of creating a mixed-use business and commercial district, a streamlined approval process is appropriate.

Administrative approval by the Director or designee for most uses is allowed. The process for administrative review and the basis for determining consistency with the Specific Plan are included within Section 4 of the Specific Plan. Permitted uses requiring administrative approval are identified with the letter “P.” Land uses that require a conditional use permit are designated with the letter “C,” or "C (Minor)" and shall be reviewed according to the requirements of the Murrieta Municipal Code, Section 16.52 and Section 4.7 of The Triangle Specific Plan. Prohibited uses are designated with the letter “X.” Parking facilities in The Triangle may be owned and or operated by the City or other government agency as public facilities. Should that be the case, the restrictions on proximity of businesses selling alcoholic beverages to public facilities contained with the Murrieta Municipal Code, Section 16.44.030 shall not apply within The Triangle.

Table 2-1 Uses Allowed in The Triangle
Alternative Fuel Charging Stations1

LAND USE
P
Adult Entertainment Business as defined in Section 16.44.020 of the Murrieta Municipal Code
X
Appliance Sales
1 Alternative Fuel Charging Stations are facilities that provide any fuel other than gasoline or diesel used to create energy used to power vehicles. Currently available alternative fuels include electricity, natural gas, propane, methanol, hydrogen and blended fuels that reduce consumption of gasoline or diesel. Electric vehicle charging shall be permitted throughout the project in accordance with state and local regulations without restriction and may be concentrated in specific areas as required to comply with the requirements of third party vendors. Electric vehicle charging may incorporate solar service and advertising uses. 1531

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Automobile Service Station, Full or Self Service, Including Alternative Fuel Stations or Suppliers
P
Comedy Clubs
X
P
Billiards establishments
Automobile Rental Services (indoor only) not to exceed 5,000 sf P
Convenience Stores, With or Without Sales of Alcoholic Beverages, if incorporated into a larger commercial, hotel or office building (not as a stand-alone or pad building)
X
P
P
Automatic Teller Machines (ATMs)
Bowling Alleys which may include game arcades
Cyber Cafes P
P
P
P
Furniture and Furnishings
Automobile and Motorcycle Sales as Indoor Showroom2
P
Broadcast Studios
Automobile/ Motor Vehicle Parts Sales
P
Gaming Clubs
Banks and Financial Services, With or Without Drive Through Services
X
Assisted Living
P
Business Support Services
Gourmet wine and beer stores, including micro breweries X
P
P
P
Auditoriums, Meeting Halls, and Conference Facilities, accessory to Hotel Uses
Bars and Alcoholic Beverage Drinking Places, On-site Consumption Child Day Care Centers
Art, Antiques, Collectibles and Gifts
C
P
2 Includes tower sales facilities such as those currently operated by Carvana. 1532

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C
Indoor Amusement Centers and Game Arcades
Medical Offices, Clinics and Laboratories included in Office Buildings
P
P
C (minor)
Hotels, 30 units and greater
Medical Services, Extended Care Facilities (less than 30 day stay) A facility that provides, on a regular basis, personal care, including dressing and eating and health-related care and services, to individuals who require such assistance but who do not require the degree of care and treatment that a hospital or skilled nursing facility provides. Unlike nursing homes or hospitals Skilled nursing-short term/extended care facilities provide only limited medical supervision, such as the administration of medication or medical treatment by qualified personal.

Kiosks, Vending Carts and Food Service Pavilions
XC (minor)
Laundry and Dry Cleaning, Drop-off only
Grocery Stores
P
Extended Care Facilities (greater than 30 day stay)
P
X
P
Health and Fitness Centers
Libraries and Museums
Membership Organization Facilities
Golf Driving Ranges (with or without restaurants)
P
P
Incidental Activities to Legally Established Businesses23 P
P
Liquor Stores, Off-site Consumption
Hospitals
P
P
23 “Incidental Activities” are such things as holiday celebrations, grand openings, community service events such as public safety/emergency training, health fairs and similar activities, school or educational events, shopping center sponsored events such as classic car shows or club events, festivals, art shows, children’s activities, outdoor concerts, Christmas Tree Sales, Pumpkin Patch and Sales, food trucks, fashion shows and similar activities meant to entertain patrons of the business and to promote the activities normally associated with an individual business or a group of businesses, charitable walks and other fundraising events for non-profit organizations, and other similar activities.
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Mobile Home and Recreational Vehicle Sales X
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Outdoor Music and Sound Systems accessory to Cafes and
Restaurants or Retail Uses
Personal Services (Not an Adult Business) P
P
Offices
Public Safety and Utility Facilities
Outdoor Display and Sales accessory to a Retail Establishment P
Outdoor Recreation, Commercial34
Mortuaries, Funeral Parlors and Cemeteries
C (minor)
Printing and Publishing
P
P
P
Nightclubs, With Dance Floors, With or Without Alcohol Sales Parking Facilities Including Structures
Small Recycling Facilities and Reverse Vending Machine Recycling Facilities (as identified in the Development Code)
P
P
Outdoor live music
C
C
Pet Shops
Outdoor Dining Areas accessory to cafes and restaurants P
X
P
34 “Outdoor recreation, commercial” does not include special events or entertainments such as concerts in retail plazas or office building courtyards, but refers to permanent facilities established for profitable purposes as a stand alone use, such as driving ranges, batting cages, kart tracks, or outdoor climbing walls or exercise area not associated with a retail or health and fitness facility, and similar uses. Such uses as an ancillary use to a permitted use (such as a pool, tennis court, or pickleball court associate with a fitness use) or retail use (such as a rock climbing wall associated with a retail use) are permitted. 1535

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Retail Stores, General and Specialty Merchandise
P
Schools, Specialized Education and Training
Repair and Maintenance, Motor Vehicles
P
Veterinarian Clinics, Animal Hospitals, Kennels and Boarding Facilities 4
P
PC (minor)
P
Research and Development
Studios - Art, Dance, Music, Photography, etc.

Water Wells and Appurtenant Structures
Repair and Maintenance, Consumer Products
P
P
Satellite Dishes/Antennas
P
Warehouse Retail Stores greater than 70,000 sf
P
C (minor)
Theaters - Live Entertainment
Restaurants, With Drive Through5 (in Planning Area 1, 2, and 4; and the portion of Planning Area 3 which is 200' south of Murrieta Hot Springs Road) [i.e. not permitted in Planning Area 3 within 200' of Murrieta Hot Springs Road]
P
Wireless Communication Facilities
X
P
P
Schools, Private
Theaters - Motion Pictures, which may include game arcades P C
P
Restaurants, With or Without Alcoholic Beverage Sales
Vending Machines for sale of non-alcoholic beverages and snack food items
5 Drive Through facilities are subject to development limitations described in Sections 2.5.4 and 2.5.4.1 below.

Notwithstanding any other provision, "Drive Through facilities" restriction shall restrict only drive through facilities with menu boards for ordering. There is no restriction on drive through restaurants which utilize the drive through lane for pick up only and utilize preordering electronically or remotely from facilities other than an on site menu board. Pick up only facilities shall comply with standards in Section 2.5.4.1 with the exception that only a 60’ stacking is required.
4 Veterinary clinics and boarding must be physically established within a retail use and may not exceed 40% of the floor space of the retail use.
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2.3.2 Temporary and Interim Uses and Special Events
Temporary uses within The Triangle are allowed, and are subject to the City’s Municipal Code Section 16.70. The Development Director may authorize a short form application for temporary uses, interim uses, special events and repeating or regular uses to allow for annual permitting of such uses within the project, as determined by the Development Director.

Temporary uses are permitted within the Specific Plan area subject to the limitations below.

A. Authorization. Temporary Uses may be allowed subject to the approval of the Director through the issuance of a Temporary Use Permit. Conditions of approval may be included to protect the public health, safety, and welfare, comply with the requirements of the Murrieta Municipal Code, the Triangle Specific Plan, and the requirements of other governmental agencies. The Director may approve, deny, or conditionally approve, any application for a Temporary Use Permit.

B. Fees. Temporary Use Permit applications shall pay the fee for a Temporary Use Permit pursuant to the City’s adopted fee schedule.

C. Frequency of Events. Temporary Uses are events that may occur regularly on an on-going basis (such as weekly or bi-weekly), or be of limited duration of not more than 3 days.

Seasonal uses, as described below, may also be permitted for the duration specified as a temporary use. Single temporary events of more than 3 days are not permitted unless expressly authorized below, and are limited to no more than two events per month.

D. Hours of Operation. Temporary Uses are limited to operating between the hours of 7AM to 10PM and may occur on any day of the week. One additional hour before and after the event may be used for event set up and break down.

E. Temporary Uses - Conditions. The approval of a request for a Temporary Use may be subject to conditions of approval that may include, but not be limited to, restrictions on location and size, emergency access, pedestrian and vehicle access, accessibility, pedestrian safety, the location and use of temporary improvements and equipment, alcohol sales, solid waste management and recycling, water quality, Riverside County licensing requirements, and temporary signage.

F. Revocation, Suspension, and Modification. Temporary Use Permits for special events may be revoked or suspended by the Director at any time for any violation of the Murrieta Municipal Code, the Triangle Specific Plan, or violations of conditions under which a temporary 1537

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use was authorized. Where a temporary use was suspended, the use may resume, subject to the approval of the Director, once the operator or property owner corrects any violations. The Director may also modify conditions of approval for an approved Temporary Use Permit for the protection of public, health, safety, and welfare.

G. Temporary Use Event Types. Temporary uses are categorized into one of four categories – Recurring Temporary Uses, Special Events, Seasonal Outdoor Events, or Food Truck sales.

1. Recurring Temporary Uses. Recurring Temporary Uses such as Farmers Markets are events that are generally held once a week on the same day of the week at the same times throughout the year with little deviation. No more than one Recurring Temporary Use is permitted to operate at a time during the calendar year. Different Recurring Temporary Uses may operate during the year so long as no more than one event occurs per week. Recurring Temporary Uses are subject to an annual review approved by the Director or designee. Recurring Temporary Uses may operate concurrently with a Seasonal Temporary Use or Special Event subject to the approval of the Director or designee.

2. Special Events. Special Events may last up to three days subject to the approval of the Director or designee in accordance with the requirements of this section.

3. Seasonal Outdoor Events. Seasonal Outdoor Events, including ancillary uses, are allowed to operate for extended periods and shall be permitted as follows, and may include one week before and after the specified operating period for set up and take down:
a. Pumpkin patch may begin to operate October 1st each calendar year and shall end on November 1st.
b. Christmas tree lot may begin to operate Thanksgiving weekend, and shall end on December 26th each calendar year.

In the event the same company operates a pumpkin patch and a Christmas tree lot, the vendor shall be entitled to receive a single permit for the combined uses which will permit the continuous operation with a set up one week prior to October 1 and a final take down one week after December 26. c. Seasonal strawberry stands shall be subject to the following regulations:
i. Permits for strawberry stands are limited to 150 days per calendar year.
ii. Strawberry stands shall be permitted to sell only items related directly to strawberries.
iii. All associated signs shall be attached to the strawberry stand structure, and shall not extend above or beyond the strawberry stand structure. Other signs and advertising devices, such as banners, pennants, flags, A-frame signs, and light strings, are prohibited. 1538

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4. Food Truck Sales. Any area of the Specific Plan may be designated for the siting of Food Truck events on a regular or temporary basis. Food Truck Sales may be combined with other Temporary Uses as an ancillary use or operate as a stand-alone use. a. Food Truck Sales as an Ancillary Use. Food Truck Sales may be combined with other approved Temporary Uses provided no more than six (6) food trucks shall be authorized at any one time, or as otherwise approved by the Director based on the size of the Temporary Use event.
b. Food Truck Sales as a Standalone Special Event. Subject to the limitations of the requirements in this Section, Food Truck Sales may occur as a standalone Special Event for not longer than three (3) days.
c. Food Truck Sales as a Recurring Temporary Use. Subject to the limitations of the requirements below, Food Truck Sales may occur on a regular basis throughout the year within the Specific Plan area, subject to the approval of a Temporary Use Permit once per year by the Director, who may approve, conditionally approve, or deny any application for Food Truck Sales as a Recurring Temporary Use.
i. Designated Areas. An area of the Specific Plan may be designated where food trucks are permitted to operate. Appropriate areas include undeveloped areas of the Specific Plan and underutilized parking areas.
ii. Space Requirements. One food truck may operate for every 600 square feet of area designated for food truck sales.
iii. Parking and Access. ADA access and ADA parking shall be provided.

The Director shall determine the appropriate number of parking spaces required for food truck sales. Before approving a Food Truck Sales TUP, the Director may require the applicant to provide a parking study to determine the number of parking spaces available and the parking spaces required for a Food Truck Sales TUP. Existing parking spaces within the Specific Plan area may serve as the parking supply for a Food Truck Sales TUP.
iv. Utilities and Services. The applicant for a Food Truck Sales TUP shall indicate how access to electricity, water, and waste disposal facilities will be provided.
v. Health and Safety Regulations. Every food truck shall comply with the requirements of the County of Riverside Department of
Environmental Health prior to commencing operations
within the Specific Plan area.
vi. Water Quality. The City Engineer may require the implementation of “best management practices” to ensure the use operates and complies with the City’s MS-4 permit.
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permanently affixed to a food truck. Directional signage, and generic signage identifying the location of approved Food Truck Sales areas are permitted provided the signage conforms to sign standards contained within the approved sign program for the
Specific Plan area.

2.3.3 Alcohol Use
All businesses within The Triangle that propose the sale of alcoholic beverages are required to secure an alcoholic beverage sales permit, either through an Administrative Alcohol Use Permit, a Minor Conditional Use Permit, or a Conditional Use Permit as described in Section 4.3 of this Specific Plan. If a business is required to obtain a Conditional Use Permit according to Table 2-1, above, then the application for alcohol sales will be obtained through that CUP process, as in the example of a nightclub. In such an instance, the conditions included within the CUP, if granted, shall be consistent with those within the Section 2.3.3.3 below relative to the type of business proposed, or the City Development Code Section 16.44.030 if not specifically addressed in Section 2.3.3.3. Businesses that are identified as “permitted” on Table 2-1 will obtain alcohol permits through the process described in Section 4.3.1 of this Specific Plan.
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2.3.3.1 Administrative Alcohol Use Permit
The uses identified in this sub-section may sell alcoholic beverages after obtaining an Administrative Alcohol Use Permit from the City. In addition to the General Regulations described in Section 2.3.3.3 below, the uses identified below have specific regulations with which they must comply. These specific regulations are identified by numbers which correspond to the regulations contained within Table 2-2 of this Specific Plan.  Bowling Alleys - Specific Regulation 8
 Conference Centers/Meeting Rooms - Specific Regulation 8  Cyber Cafes – Specific Regulation 8
 Day Spas/Salons - Specific Regulation 8
 Delicatessens - Specific Regulation 6
 Discount, Drug and Variety Stores - Specific Regulation 5  Florist/Gift Shop - Specific Regulation 9
 Grocery Stores and Specialty Food Shops selling alcohol as less than 25% of floor space for off-site consumption - Specific Regulation 5
 Hotels - Specific Regulation 8
 Indoor Amusement Centers and Game Arcades - Specific Regulation 8  Kiosks, Vending Carts and Food Service Pavilions - Specific Regulation 10  Restaurants, including Outdoor Dining - Specific Regulation 7

2.3.3.2 Minor Conditional Use Permit
The uses identified in this sub-section may sell alcoholic beverages after obtaining a Minor Conditional Use Permit from the City. In addition to the General Regulations described in Section 2.3.3.3, these uses have specific regulations with which they must comply. These are identified by numbers which correspond to the regulations contained within Table 2-2 of this Specific Plan.
 Bars and alcoholic beverage drinking places 1
 Billiards Establishments - Specific Regulation 8
 Comedy Clubs - Specific Regulation 8
 Convenience Stores - Specific Regulation 3
 Gourmet wine and beer stores and micro-breweries - Specific Regulation 256  Liquor Stores - Specific Regulation 2
 Tasting Facilities - Specific Regulation 4
 Theaters, both Live Entertainment and Motion Pictures - Specific Regulation 8  Outdoor Recreational Commercial – Specific Regulation 8 56 If a wine or beer store also offers tasting, then the establishment must instead comply with Special Requirement 2a, c, e, and 4.
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2.3.3.3 General Regulations for All Alcohol Use Permits The following use regulations apply to all alcoholic beverage sales uses and shall be in addition to the Specific Regulations identified in the previous two sub-sections, and any state law requirements, including those provided in California Business and Professions Code Section 25612.5.

1. Graffiti. Within forty-eight hours of any graffiti being painted or marked upon the premises or on any adjacent area under the control of the permittee, the permittee shall report the graffiti to the Murrieta Police Department and remove or paint over the graffiti.

2. Ads and Signs. There shall be no exterior advertising or sign of any kind or type, including advertising directed to the exterior from within, promoting or indicating the availability of alcoholic beverages, except for approved signage related to the name of the business.

3. Displays. There shall be no interior displays of alcoholic beverages or signs which are clearly visible to the exterior. Signage advertising alcohol sales may not be attached to the windows and clear doors on an off-sale premises facility.

4. Outdoor Lighting. The permittee shall provide nighttime lighting of the building exterior. The lighting shall be of sufficient illumination so as to enable law enforcement personnel to clearly identify individuals.

5. Litter. The permittee shall remove litter from the premises, public sidewalks and parking lots daily, and shall keep the areas swept weekly to prevent debris buildup.

Trash cans shall be located near the entry into the premises. “No Littering” signs of a size and location as determined by the City shall be installed if determined necessary by the Director.

6. Alcohol Sale Hours. The sale of alcoholic beverages may be permitted only between the hours of 6:00 am and 12:00 midnight each day, except for hotels and bars and alcoholic beverage drinking places, including nightclubs, which may sell until 2:00 am, or as approved by a Minor Conditional Use Permit or Conditional Use Permit.

7. Smoking Ordinance. The requirements of Murrieta Municipal Code Chapter 5.23 regarding smoking shall be complied with at all times.

8. State License Conditions. Prior to City approval on any ABC zoning affidavit, the applicant shall submit to the City a signed letter addressed to the ABC stipulating to include the appropriate City of Murrieta conditions in the ABC license. 1542

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9. Loitering. Loitering is prohibited on or around the premises. “No Loitering” signs of a size and in a location as determined by the City shall be installed if determined necessary by the Director.

10. Minimum Employee Age. In compliance with ABC regulations, no person under the age of twenty-one shall be employed as a bartender or cocktail server. No person under the age of eighteen shall serve alcohol within an eating place, and only if such service is an incidental part of their duties. Within retail stores, employees ages seventeen and younger may sell only if directly supervised by someone at least twenty-one.

Employees within premises that sell alcohol and motor vehicle fuel must be twenty-one for sales between 10:00 pm and close of business.

11. Employee Behavior. No employee or agent shall solicit or accept any alcoholic or non-alcoholic beverage from any customer while on the premises.

12. Open Containers and Drinking Not Allowed. No alcoholic beverages shall be consumed on the premises of an off-sale establishment and no alcoholic beverages shall be consumed outside the edifice or enclosed patio of an on-sale establishment. “No Open Container” signs of a size and location as determined by the City shall be installed if open containers are found by the Police Department to be a chronic problem.

13. ABC Training. The owner and management of each alcoholic beverage use shall provide ABC approved and/or certified training for all employees who sell or serve alcoholic beverages at the first available opportunity or no later than thirty days from the employee’s date of employment.

14. Records. The permittee shall at all times maintain records which reflect separately the gross sale of alcoholic beverages and the gross sales of all other projects of the licensed business. Said records shall be kept no less frequently than on a quarterly basis and shall be made available to the Police Department within five business days following a notice.

The following specific regulations shall further govern the types of alcohol sales establishments identified in sections Section 2.3.3.1 and 2.3.3.2, above. 1543

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a) Wine shall not be sold with an alcoholic content of greater than fifteen percent by volume except for “dinner wines” that have been aged two years or more and maintained in packaged bottles.
b) The possession of alcoholic beverages in open containers and the consumption of alcoholic beverages are prohibited unless consumed within the premises or separate controlled-access area, such as a fenced patio or food court.
c) The sale and delivery of alcoholic beverages shall be made to the persons who are within the permitted premises only and not through a pass-out window, or a slide out tray to the exterior of the premises. d) Beers, malt beverage products, wine coolers, and pre-mixed distilled spirits cocktails (if allowed by ABC license) shall be sold, regardless of container size, only in manufacturer pre-packaged multi-unit quantities. e) Surveillance cameras and equipment shall be installed to record all purchases and attempted purchases of alcoholic beverages in accordance with the specifications provided by the police department. The equipment shall be able to record a minimum of twenty-four hours of operation. The facility operator shall maintain the recordings for the prior sixty days and make the recordings available to the police department within twenty-four hours upon request.

Specific Regulations
a) The sale of alcoholic beverages for off-premises consumption is strictly prohibited.
b) No reduced price or no charge alcoholic beverage promotion is permitted after 8:00 p.m. each day.
c) There shall not be a requirement to purchase a minimum number of drinks in lieu of a cover charge or admission fee.
d) Hours of operation shall be as set forth in the use permit. e) All sound resulting from the business and/or live entertainment activities shall be substantially contained within the building in compliance with city noise regulations.

Table 2-2 Specific Regulations for Alcohol Sales
Regulation
#
2 (Wine, beer
and liquor
stores, and
micro-brewerie
s)
1 (Bars and
alcoholic
beverage
drinking
places)
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Specific Regulations
3 (Convenience
stores
Regulation
#
a) Only beer and wine may be sold, and only for off-site consumption. No sales of distilled spirits or pre-mixed distilled spirit cocktails are permitted. b) Cold beer or wine shall only be sold from, or displayed in, the main, permanently affixed electrical cooler.
c) No displays of beer, wine or other alcoholic beverages shall be located within ten feet of any building entrance or check-out counter, unless the display is not physically accessible to customers.
d) Beer, malt beverage products and wine coolers shall be sold, regardless of container size, only in manufacturer pre-packaged multi-unit quantities. e) Wine shall not be sold with an alcoholic content of greater than fifteen percent by volume except for “dinner wines” which have been aged two years or more and maintained in packaged bottles.
f) The possession of alcoholic beverages in open containers and the consumption of alcoholic beverages are prohibited on or around the premises.
g) The sale and delivery of alcoholic beverages shall be made to persons who are within the permitted premises only and not through a pass-out window or slide out tray to the exterior of the premises.
h) No advertising for beer, wine or other alcoholic beverage and no lighted advertising for beer, wine, or other alcoholic beverages shall be located on the exterior of buildings or within window areas.
i) The sale of beer and wine shall be incidental to, and in conjunction with, the sale of food, groceries and sundries, and the area (not including storage) devoted to the display and sale of beer and wine shall not exceed ten percent of the retail floor area.
j) Surveillance cameras and equipment shall be installed to record all purchases and attempted purchases of alcoholic beverages in accordance with the specifications provided by the police department. The equipment shall be able to record a minimum of twenty-four hours of operation. The facility operator shall maintain the recordings for the prior sixty days and make the recordings available to the police department within twenty-four hours upon request.
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Regulation
#
5 (Discount, drug
and variety
stores and
Grocery stores)
4 (Tasting
facilities)
7 (Restaurants)
a) The gross floor area of the establishment shall be a minimum of 7,000 SF, and no more than fifteen percent of the gross floor area shall be used for the storage and display of alcoholic beverages.
b) No wine shall be sold with an alcoholic content of greater than 15% by volume except for “dinner wines” which have been aged two years or more and maintained in packaged bottles.
c) The sale of beer or malt beverages in containers larger than sixteen ounces is prohibited.
d) The sale of miniature-sized distilled spirits is not allowed. e) No displays of alcoholic beverages shall be located within ten feet of any building entrance or check-out counter.
a) The sale of alcoholic beverages for off-premises consumption is prohibited.
b) No reduced price or no cost alcoholic beverage promotion shall be allowed after 8:00 p.m. each day.
k) Signs shall be inside near the cash registers notifying the public that, “All Alcoholic beverage transactions are monitored in cooperation with the Murrieta Police Department.” The size, wording and letter style of the advisory sign shall be as determined by the police department. a) No reduced price or no cost alcoholic beverage tasting promotion shall be allowed after 8:00 p.m. each day.
b) Customers will be limited to no more than one series of free tasting. c) Tasting samples shall be no larger than one ounce.
d) For breweries and microbreweries, the sale of alcoholic beverages for consumption off the premises is strictly limited to beverages manufactured onsite.
e) No person under the age of twenty-one shall be allowed in the sampling or tasting areas.
6 (Delicatessens)
Specific Regulations
a) Self-service of alcohol is prohibited, including refrigerated coolers and buckets of drinks in ice available to the customer.
1546

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10 (Kiosks,
vending carts,
and food
service
pavilions)
Specific Regulations
a) Only beer and wine may be sold. No sales of distilled spirits or pre-mixed distilled spirit cocktails are permitted.
b) Self-service of alcohol is prohibited; including refrigerated coolers and buckets of drinks in ice available to the customer.
c) Alcohol sales from kiosks, vending carts or food service pavilions shall be prohibited unless consumed within a separate controlled-access area, such as a fenced patio or food court.

Regulation
#
9 (Florist and gift
shops)
8 (Conference
centers, cyber
cafes, day spas,
hotels, indoor
amusement
centers and
game arcades,
billiards
establishments
, comedy clubs,
and theaters,
outdoor
recreational
commercial)
a) No wine shall be sold with an alcoholic content of greater than 15% by volume except for “dinner wines” which have been aged two years or more and maintained in packaged bottles.
b) All alcoholic beverages shall be sold only as part of a gift package or floral arrangement.
c) Refrigerated or otherwise chilled alcoholic beverages shall not be sold or maintained on the permitted premises, except for alcoholic beverages sold in combination with non-alcoholic beverage commodities and packaged in gift containers requiring refrigeration for the preservation of said commodities.
c) Outdoor alcohol beverage service is prohibited unless consumed within a separate controlled-access area, such as a fenced patio or food court. a) The sale of alcoholic beverages for off-premises consumption is prohibited.
b) No reduced price or no cost alcoholic beverage promotion shall be allowed after 8:00 p.m. each day except within hotel banquet facilities, where the price of drinks or drink tickets may be consistent during the entirety of a special event.
c) There shall not be a requirement to purchase a minimum number of drinks in-lieu of an admission or cover charge.
d) Self-service of alcohol is prohibited; including refrigerated coolers and buckets of drinks in ice available to the customer.
e) Alcohol sales within a movie theater shall be prohibited unless within a separate controlled section or “box” restricted to patrons aged twenty-one and over.
1547

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2.4 Development Intensity
The intensity of development is regulated by maximum gross building area for the site, building heights, property setbacks and parking requirements. The anticipated gross building area for each use is identified in the table below. Gross building area shall include the total horizontal floor area of all floors of a building, including the exterior walls thereof, measured in square feet. Areas used in common such as covered walkways, patio areas, and entries open to and directly connecting with outside areas, shall not be included in the calculation. Neither hotelHotel balconies nor, rooftop uncovered facilities, decks, patios and rooftop mechanical spaces shall not be included in gross building area.

Table 2-3 delineates the anticipated division of gross building area by category of land use. The total gross building area of 1,767,914 is the maximum allowed in The Triangle Specific Plan, and this overall total shall not be exceeded. The amount of gross building area for each category may be modified.

Table 2-3 Gross Building Area by Land Use Category
Restaurant
Hotel (220 Rooms)
125,258
Land Use
148,000
Maximum Total for all Land Use
Categories
Office
1,767,914
Retail
The Triangle Specific Plan site is approximately 64.3 acres in size. This acreage includes several small parcels totaling 0.77 acres along Murrieta Hot Springs Road that are proposed to be dedicated to the City of Murrieta for road right-of-way purposes. In calculating the FAR of the site, those right-of-way parcels were excluded.

Intensity of development within The Triangle ranges from .25 FAR up to 1.33 FAR, depending on the use. The average FAR for the site is approximately .63. This will result in a dense, urban-feeling development, which is desired. Because of the broad range of development intensity, FAR is not used as a method of regulating development within the property.

Entertainment
779,082
74,660
Anticipated Gross Building Area
640,914
1548

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2.5 Architectural Development Standards

2.5.1 Application of Development Standards
The various land uses allowed within The Triangle are identified below. Each category of land use has its own development regulations. Because the Development Plan(s) will be reviewed subsequently, the Specific Plan does not apply these standards to specific locations or planning areas. Nor should the standards be applied in a building-by-building approach in all cases. For single use buildings, such as offices or the hotel, the appropriate development standards will be used.

Certain components of The Triangle will be constructed together as mixed-use components. If a vertical or horizontal mix of uses is proposed, the predominant use, as determined by square footage included in that component, shall determine the development standards to be applied. This shall be the case whether there is one mixed-use building or there are multiple buildings related together to form one cohesive and interrelated project. For example, if office space is included above retail as part of a predominantly retail component of the plan, the development regulations for whichever land use has the highest amount of square footage should be applied, in this case retail standards. If an office building includes service commercial uses and restaurants on the ground floor, office standards should apply to the entire building. This will provide maximum flexibility in design while ensuring that appropriate regulatory mechanisms such as setbacks and landscaping requirements are incorporated.

For purposes of developing appropriate development regulations in The Triangle, the number of stories included has been used to categorize buildings and to establish specific development requirements suitable for the mass and scale of the building.

2.5.2 General Development Standards
The requirements below apply to all uses within The Triangle. Different types of setbacks are included within the Specific Plan. Most critically, building setbacks are defined from the back of the landscaped areaproperty line along Murrieta Hot Springs Road, the Internal Connector Road right-of-way line or edge of public access easement, and the property lines adjacent to the freeways. Setbacks for buildings from parking or drive aisles interior to the site are also provided. The Specific Plan does not require building separations within the site, so buildings may be constructed side by side to create an urban village environment.

1. Building Placement: Corner buildings provide definition for the streets and drives within The Triangle. The primary mass of the building should not be placed at an angle to a corner. This does not preclude angled or sculpted building corners or an open plaza at the corner.
1549

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Multiple buildings in a single Planning Area shall provide a functional relationship with one another to achieve a “village” scale by use of at least one of the following techniques:
a) Cluster buildings around open plaza areas, not parking lotswhen feasible to create walkable pathways and complementary merchandising. b) Provide courtyards with landscaping and other pedestrian amenities. c) Provide convenient pedestrian circulation between each building and between parking areas and buildings using easily identifiable techniques such as planting treatment, architectural design features or enhanced paving materials. d) Link buildings together visually using trellislighting, monuments, structures, arcades, landscaping, walkways, or enhanced paving.

2. Parking structuresStructures: Structures exceeding two stories above grade shall be setback a minimum one hundred feet in each direction from the main entries located along Murrieta Hot Springs Road and twenty five feet from internal drives.

3. Courtyard and Plaza Access: Drives shall be provided adjacent to open spaces such as plazas or courtyards unless the project is designed to provide direct pedestrian access to the open space and the road or drive is not otherwise necessary.

4. Land Use Buffering: Loading areas, accessAccess and circulation driveways, trash, storage areas and mechanical equipment related to commercial use shall be screened and located as far as possibleaway from adjacent uses. pedestrian crossings and walkways when feasible. Loading areas may be screened with landscaping.

5. Trash/Loading/Storage Areas: All trash and garbage bins shall be stored in approved enclosures in compliance with Murrieta Municipal Code Section 16.18.150 (Solid Waste and Recyclable Materials Storage). The locations of trash enclosures shall allow convenient access for each tenant.

The rear or loading areas of structures shall not face onto planned amenities (i.e. gathering spaces such as plazas, courtyards, and water features) without proper architectural treatment and landscape screening. Loading facilities shall be fully screened with landscaping from view from public streets and freeways, subject to a line of site drawing which may require a wall, landscaping, or combination of both as provided for in Development Code Section 16.120.B.b. Screening shall be accomplished with architectural elementsby locating loading areas above or below freeway grades or otherwise screening with berms, or other landscaping or a combination of both.

Screening shall be provided to adequately block or soften the view of loading areas, trucks, trash enclosures andor other similar service facilities. Screening may be limited or not required when the angle of view from the adjacent road or freeways does not have a line of site due to the angle of view from the road or freeway or other physical 1550

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SPECIFIC PLAN
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30376-0034 203341.1
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constraints including changes in topography or physical barriers such as freeway bridges or overpasses.

6. Utility and Mechanical Equipment: All mechanical equipment (i.e. compressors, air conditioners, heating and ventilating equipment, chillers, standpipes, solar collectors, etc.) should be concealed, when feasible, from view in compliance with Murrieta Municipal Code Section 16.18.120 (Screening and Buffering). Screening devices shall be compatible with the architecture and color of the adjacent buildings. Reasonable accommodations shall be made for solar arrays, collectors and similar energy efficient technologies or sustainability features which may not be completely screened.

Mechanical Equipmentequipment located on the roof of a structure shall be screened by architectural elements that are an integral part of the building design. when feasible.

Where it is not feasible to screen mechanical equipment located on the roof with integral architectural elements, then other methods of screening the visible mechanical equipment shall be incorporated.

Utility equipment (i.e. electric and gas meters, electrical panels, solar battery equipment required by Code and junction boxes) shall be located in utility rooms within the structure or utility cabinets with exterior access that are designed to be integrated into the building architecture. Reasonable accommodations will be made for solar batteries, back up generators, electric vehicle charging equipment and code mandated utility equipment which may be located in freestanding utility cabinets or structures.

7. Provision of Open Spaces: The Triangle shall have a twenty percent overall requirement for open space. Each planning area shall have a minimum open space requirement equivalent to fifteen percent of the area within that planning area.

Landscape and open space areas shall be distributed throughout the site and consist of a balanced combination of trees, ground cover, shrubbery, and other materials.

Landscaping for required setbacks may be used to satisfy this requirement. Quality considerations for open space should include the use of plazas, courtyards, water elements, and public art. Pathways and sidewalks not included within parking lots may be calculated as part of the open space.

Open space areas should be concentrated, linked or clustered into larger meaningful spaces at areas of significant activity when feasible.

8. Building Setbacks: The illustrations of building setbacks contained within the Specific Plan also illustrate the landscape concepts that should be included in the project.

Although the plant materials and stylistic treatments may vary in final plans, the overall concept of incorporating vertical accent trees and canopy trees, shrub and ground 1551

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cover rather than turf, use of screening treatments, etc. shall be followed to ensure the high quality landscape concept is carried out.

9. Building Heights: Building, parking structure, and overall sign heights shall be measured from the adjacent finished grade.

10. Setbacks: The setbacks identified in the tables below are minimum setbacks.

2.5.3 Office Development Standards
As noted above, certain setbacks within The Triangle are required from Murrieta Hot Springs Road, the freeways and the Internal Connector Road. The following minimum setbacks apply for office buildings:

Murrieta Hot Springs Road 25' from Property Line to Building equal to or less than 50' high
50' from Property Line to Building greater than 50' high 15' from Property Line to Parking
Freeway 25' from Property Line to Building equal to or less than 50' high
50' from Property Line to Building greater than 50' high 10' landscape setback to Parking
The front building standards included within Table 2-4 are illustrated in Exhibits 2-2 through 2-11, with both sections and plan views. Alternate entry courtyard and plaza configurations from those illustrated are allowed that provide equal or greater open space than these minimum regulations.

Table 2-4 Development Standards for Office Buildings
1552

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30’
 Front
Parking
35’
3-4 Story
Building
35’
25’' 35’
 Side/Rear
Parking
15’
45’
15’
5-8 Story
Building
20’
60’
25’
Setback to
Building67
25’
75’
 Front
Drive Aisle
1-2 Story
Building
 Side/Rear
Property
Line
45’'
15’
 Front
Plaza
Width
width
15’ 15’
20’
15’
55’'
15’
20’
9-12 Story
Building
30’
Maximum Height
65’'
50’
40’
80’ 140’
40’
200’
80’'
280’
All setbacks shall be subject to a Minor Exception under Section 4.4.2. 95’'
 Side/Rear
Drive aisle
15’
13-18 Story
Building
25’
67 Setbacks are measured from the back of the landscape areaproperty line along Murrieta Hot Springs Road, the Internal Connector Road right-of-way line or edge of public access easement, or the property line along the adjacent freeways. The first limit is under standard conditions. The second limit is in the event of a traffic condition along Murrieta Hot Springs Road where an acceleration or deceleration lane has expanded the right of way.
1553

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SPECIFIC PLAN
2-31
30376-0034 203341.1
30376-0034 198820.10
2-2 (insert)
1554

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SPECIFIC PLAN
Exhibit 2-2: 1-2 Story Office Building Front Facade
Landscape Section
2-23
Legend
❶ Drive Aisle or Head-in Parking with 20’ wide Pedestrian Plaza at Entry
❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane at Building
❺ Formal Canopy Tree Rhythm
❻ Amenity Zone (in Plaza) – Potential Features may include:

Planting Area, Raised Planter, Bench Seating (see Exhibit 2-3) No Revisions
1555

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SPECIFIC PLAN
2-32
30376-0034 203341.1
30376-0034 198820.10
2-3 (insert)
1556

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-3: 1-2 Story Office Building Front Facade
Landscape Plan
2-24
Legend
❶ Drive Aisle or Head-in Parking with 20’ wide
Pedestrian Plaza at Entry
❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane at Building
❺ Formal Canopy Tree Rhythm
❻ Amenity Zone (in Plaza) – Potential Features
may include Planting Area, Raised Planter,
Bench Seating
No Revisions
1557

THE TRIANGLE

SPECIFIC PLAN
2-33
30376-0034 203341.1
30376-0034 198820.10
2-4 (insert)
1558

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SPECIFIC PLAN
Exhibit 2-4: 3-4 Story Office Building Front Facade
Landscape Section
2-25
Legend
❶ Drive Aisle or Head-in Parking with 20’ wide Pedestrian Plaza at Entry ❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane at Building
❺ Formal Canopy Tree Rhythm
❻ Amenity Zone (in Plaza) – Potential Features may include Planting Area, Raised Planter, Bench Seating, Pots (see Exhibit 2-5)
No Revisions
1559

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SPECIFIC PLAN
2-34
30376-0034 203341.1
30376-0034 198820.10
2-5 (insert)
1560

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SPECIFIC PLAN
Exhibit 2-5: 3-4 Story Office Building Front Facade
Landscape Plan
2-26
Legend
❶ Drive Aisle or Head-in Parking with 20’ wide
Pedestrian Plaza at Entry
❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane at Building
❺ Formal Canopy Tree Rhythm
❻ Amenity Zone (in Plaza) – Potential Features may
include Planting Area, Raised Planter, Bench
Seating, Pots
No Revisions
1561

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SPECIFIC PLAN
2-35
30376-0034 203341.1
30376-0034 198820.10
2-6 (insert)
1562

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SPECIFIC PLAN
Exhibit 2-6: 5-8 Story Office Building Front Facade
Landscape Section
2-27
Legend
❶ 30’ wide Pedestrian Plaza at Entry
❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane at Building
❺ Formal Canopy Tree Rhythm
❻ Alternating Palms to reduce building scale
❼ Amenity Zone (in Plaza) – Potential Features may include Planting Area, Raised Planter, Bench Seating, Pots, Fountain (see Exhibit 2-7)
No Revisions
1563

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SPECIFIC PLAN
2-36
30376-0034 203341.1
30376-0034 198820.10
2-7 (insert)
1564

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-7: 3-4 Story Office Building Front Facade
Landscape Plan
2-28
Legend
❶ Drive Aisle or Head-in Parking with 30’ wide
Pedestrian Plaza at Entry
❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane at Building
❺ Formal Canopy Tree Rhythm
❻ Alternating Palms to reduce building scale
❼ Amenity Zone (in Plaza) – Potential Features
may include Planting Area, Raised Planter,
Bench Seating, Pots, Fountain
No Revisions
1565

THE TRIANGLE

SPECIFIC PLAN
2-37
30376-0034 203341.1
30376-0034 198820.10
2-8 (insert)
1566

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SPECIFIC PLAN
Exhibit 2-8: 9-12 Story Office Building Front Facade
Landscape Section
2-29
Legend
❶ 40’ wide Pedestrian Plaza at Entry
❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane at Building
❺ Formal Canopy Tree Rhythm
❻ Alternating Palms in Turf at Pedestrian Plaza
❼ Amenity Zone (in Plaza) – Potential Features may include Planting Area, Raised Planter, Bench Seating, Pots, Fountain, Table, Chairs and Umbrella (see Exhibit 2-9) No Revisions
1567

THE TRIANGLE

SPECIFIC PLAN
2-38
30376-0034 203341.1
30376-0034 198820.10
2-9 (insert)
1568

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-9: 5-8 Story Office Building Front Facade
Landscape Plan
2-30
Legend
❶ 40’ wide Pedestrian Plaza at Entry
❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane at Building
❺ Formal Shade Tree Rhythm
❻ Formal Palms in Turf at Pedestrian Plaza
❼ Amenity Zone (in Plaza) – Potential Features may include Planting Area, Raised Planter, Bench Seating, Pots, Fountain, Table, Chairs & Umbrella
No Revisions
1569

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SPECIFIC PLAN
2-39
30376-0034 203341.1
30376-0034 198820.10
2-10 (insert)
1570

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SPECIFIC PLAN
Exhibit 2-10: 13-18 Story Office Building Front Facade
Landscape Section
2-31
Legend
❶ 40’ wide Pedestrian Plaza at Entry
❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane
❺ Formal Canopy Tree Rhythm
❻ Formal Palms in Turf at Pedestrian Plaza
❼ Amenity Zone (in Plaza) – Potential Features may include Planting Area, Raised Planter, Bench Seating, Pots, Fountain, Table, Chairs and Umbrella, Vendor Kiosk (HARDSCAPE WITH PALM & TURF PLAZA AT ENTRY)
No Revisions
1571

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SPECIFIC PLAN
2-40
30376-0034 203341.1
30376-0034 198820.10
2-11 (insert)
1572

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-11: 13-18 Story Office Building Front Facade
Landscape Plan
2-32
Legend
❶ 40’ wide Pedestrian Plaza at Entry
❷ Flowering Accent Ground Plane
❸ Concrete Walk
❹ Simple Ground Plane at Building
❺ Formal Shade Tree Rhythm
❻ Formal Palms in Turf at Pedestrian Plaza
❼ Amenity Zone (in Plaza) – Potential Features may include Planting Area, Raised Planter, Bench Seating, Pots, Fountain, Table, Chairs & Umbrella
No Revisions
1573

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SPECIFIC PLAN
2-41
30376-0034 203341.1
30376-0034 198820.10
25’
Setbacks to Building78
15’
17’25'
25’
3-4 Story
Retail
Building
15’25'

25’

2.5.4 Retail and Restaurant Development Standards
The retail component of The Triangle will include retail shops, restaurants and entertainment uses. Regulations for all these uses are below in Table 2-5. In this table, a blank field indicates there is no requirement for the particular condition. Development standards for retail uses are illustrated in Exhibits 2-12 through 2-15. These regulations apply to any freestanding restaurant uses located in any area of the site. Freestanding restaurant standards are depicted in Exhibits 2-16 and 2-17. Should a retail use, such as a bank or pharmacy, have a drive-through service window, the development standards for drive-through aisles found in Section 2.5.4.1, Drive-Through Standards, shall apply.

As noted above, certain setbacks within The Triangle are required from Murrieta Hot Springs Road, the freeways and the Internal Connector Road. The following minimum setbacks apply for retail buildings:

Murrieta Hot Springs Road 25' from Property Line to Building 15' from Property Line to Building with Traffic Condition 15' from Property Line to Parking
Freeway 25' from Property Line to Building
10' landscape setback to Parking
Table 2-5 Development Standards for Retail Uses
Free-Standing
Restaurant
Building
 Side 0’
 Drive
Aisle/Parking to
15’
0’ 0’
Free-Standing
Entertainment
Building
0’
1-2 Story
Retail
Building
 Front
 Drive Aisle Side 25’
17’25’
78 Setbacks are measured from the back of the landscape areaproperty line along Murrieta Hot Springs Road, the Internal Connector Road right-of-way line or edge of public access easement, or the property line along the adjacent freeways. All setbacks are subject to a Minor Exception under Section 4.4.2. 1574

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SPECIFIC PLAN
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30376-0034 203341.1
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15’10’
15’
Parking along Internal
Connector Road
Parking along Murrieta
Hot Springs Road
Maximum Height
0’Exhibit
2-32 and
2-35
60’
 Rear
80’
0’Exhibit
2-32 and
2-35
50’
0’
75’
0’Exhibit 2-32
and 2-35
15’
0’Exhibit2-32
and 2-35
Maximum Height including
Appurtenances
0’
80’
Drive through Aisle
100’
0’
60’
Parking interior to site
100’
15’
All setbacks shall be subject Minor Exception under Section 4.4.2. 10’'
0’
10’'
15’
15’10'
1575

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SPECIFIC PLAN
2-43
30376-0034 203341.1
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2-12 (insert)
1576

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SPECIFIC PLAN
Exhibit 2-12: Minor Retail Tenant Parking Lot to Pad Entry 2-34
Legend
❶ 4’ Amenity Zone against Building
❷ Pedestrian Clear Zone
❸ 5’ Tree Wall
❹ Drive Aisle or Parking
❺ Parking Lot Island with Canopy Tree
17'-0" Landscape Zone (Standard)
15'-0" Landscape Zone (Minor Exception) 5' 6'
7'-0" Parking Island with 12"
step-out on parking stall side
(Minor Exception) 5' 5' Tree Planting Zone, Well or Tree Grate 6'-0" Sidewalk at Head-in Parking Stall or
5'-0" Sidewalk at Drive Aisle
Minor Exception Note:

Refer to Section 4.4.2
17' Landscape Zone (Standard)
15' Landscape Zone (Minor Exception)
5' Planter
6' Sidewalk
5' Diamond Planter
(No 5' Amneity Zone)
For Head-in Parking Stall (6'-0" Sidewalk)
Planter
Diamond Planter at Curb - Add Tree 7
6 1 6
7 1577

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SPECIFIC PLAN
2-44
30376-0034 203341.1
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2-13 (Insert)
1578

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SPECIFIC PLAN
Exhibit 2-13: Minor Retail Tenant Back of House Screening 2-35
Legend
❶ Vertical Screen Planting
❷ Simple Ground Plane
❸ Informal mix of Canopy and Screen Trees
❹ Screen Wall
❺ Pedestrian Service Corridor
No Revisions
1579

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SPECIFIC PLAN
2-45
30376-0034 203341.1
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2-14 (insert)
1580

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SPECIFIC PLAN
Exhibit 2-14: Retail Edge Condition at Parking Garage
2-36
Legend
❶ 5’ Tree Wall
❷ 5’ Sidewalk (10’ Walk where no tree wall exists)
❸ Simple Ground Plane
❹ Vertical Accent Planting against Building
❺ Vertical Screen Planting against Parking Garage
No Revisions
1581

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SPECIFIC PLAN
2-46
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2-15 (insert)
1582

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SPECIFIC PLAN
Exhibit 2-15: Major Retail Tenant Back of House Screening 2-37
Legend
❶ 10’ Landscape Zone with Vertical Screen Planting
❷ Minimum 6’ Tall Screen Wall
10'-0" Landscape Zone (Standard)
6' Tall Screen Hedge and/or Screening per
Section 2.5.2 1583

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SPECIFIC PLAN
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2-16 (insert)
1584

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SPECIFIC PLAN
Exhibit 2-16: Free-Standing Restaurant at Parking
2-38
6' or
15'-0" Landscape Zone (Standard)
11'-0" Landscape Zone (Minor Exception)
15'-0" Landscape Zone (Standard)
For Head-in Parking Stall (6'-0" Sidewalk) Diamond
Planter at Curb - Add Tree
11'-0" Landscape Zone (Minor Exception)
5-0" Planter
6'-0" Sidewalk
Head-in Parking Stall (6'-0" Sidewalk) - Diamond
Planter at Curb - Add Tree
6'-0" Sidewalk at Head-in Parking Stall or
5'-0" Sidewalk at Drive Aisle 5
Minor Exception Note:

Refer to Section 4.4.2 5
1585

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SPECIFIC PLAN
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2-17 (insert)
1586

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SPECIFIC PLAN
Exhibit 2-17: Free-Standing Restaurant with Patio at Parking Lot 2-39
15'-0" Landscape Zone (Standard)
11'-0" Landscape Zone (Minor Exception)
6'-0" Sidewalk at Head-in Parking Stalls
5-0" Sidewalk
5'-0" Planter
No Overhead Structure at Patio (If structure affects area where a tree is required)
6' Landscape Zone (Minor Exception)
6' Planter
No sidewalk
6'-0" Sidewalk at Head-in Parking Stall or
5'-0" Sidewalk at Drive Aisle 5
Minor Exception Note:

Refer to Section 4.4.2
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2.5.4.1 Drive-Through Standards
In order to preserve the aesthetic integrity of The Triangle, special design features are required for any drive-through aisle, which is allowed in connection with non-food and beverage uses such as banks or pharmacies. Exhibits 2-18 and 2-19 illustrate the development standards and landscape setbacks for drive aisles. Drive- through aisles may not face Murrieta Hot Springs Road. when feasible, unless it can be demonstrated that the drive through can appropriately screen the views of the drive through from the public street (i.e. pad height difference, incorporation of a wall, landscape hedge row, etc.). Consideration of vehicle headlights shall be a priority.

Drive-Through Development Standards

1. The building shall be the predominant visual element along street frontages, not the drive through aisle. The building should be sited so as to maximize the distance for vehicle stacking while screening the drive-through operations.

2. Drive through aisles shall be screened from public streets and from adjacent parking areas to the extent feasible as shown on Exhibit 2-19 and as determined by the Development Director.

3. Drive-through aisles shall provide adequate on-site stacking distance to accommodate before the first stopping point of not less than six cars (120') (e.g. menu board, teller window, automatic teller machine) or not less than three cars (60') for pick up only as relates to a particular business. No portion of the stacking aisle shall serve as a parking aisle. A queuing analysis may be required by the Development Director and the queuing length provided shall meet the 95th percentile.

4. Drive-through aisles shall not exit directly to the Internal Collector Road.

5. The building shall be designed to provide a cover over the drive-through lane at the pick-up window. The cover shall be architecturally compatible and fully integrated as part of the building design.

6. No individual freestanding or pole signs shall be permitted for drive-through uses. Any necessary signs must be included within monument signs or affixed to the building.

7. Drive Through aisles shall be screened with landscaping as shown in Exhibits 2-18 and 2-19 of this Specific Plan when feasible or when below grade from Murrieta Hot Springs Road when screening would have limited utility.
1588

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8. Drive through aisles shall have a minimum ten-foot interior radius at curves and a minimum twelve- (12-) foot width. Each drive-through entrance/exit shall be at least fifty (50) feet from an intersection of public rights-of-way, measured at the closest intersecting curbs, and at least twenty-five feet from the curb cut on an adjacent property. Each entrance to an aisle and the direction of traffic flow shall be clearly designated by signs/pavement markings.

9. Each drive-through aisle shall be separated by curbing and landscaping from the circulation routes necessary for ingress or egress from the property, or access to a parking space.

10. Pedestrian walkways should not intersect the drive-through drive aisles, but where they do, they shall have clear visibility and be emphasized by enhanced paving or markings. 1589

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2-18
1590

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SPECIFIC PLAN
Exhibit 2-18: Building with Drive Through at Internal Connector Road 2-41
Legend
❶ Drive Thru Area
❷ 3’ High Screen Wall
❸ Vertical Screen Planting
❹ 6’ Sidewalk
❺ 8’ Parkway
❻ Flowering Accent Ground Plane
❼ Internal Collector Road Streetscape Palm & Shade Trees 7' 20'-0" Landscape Zone 7' 7'-0" Parkway
Changed to
"Internal Connector
Road"
See Exhibit 2-27
1591

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SPECIFIC PLAN
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2-19
1592

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SPECIFIC PLAN
Exhibit 2-19: Building with Drive Through at Parking Lot, Drive Aisle, or Secondary Driveway
2-42
Legend
❶ 50’ overall Setback
❷ 6’ high Screen Wall
❸ Low, Flowering Shrubs and Groundcover
❹ Canopy / Screen Trees
❺ Hedge at Drive Aisle / Parking
8'-0" Landscape Zone 8'
3'-0" Tall Screen Wall 1593

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1594

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 Front Drive
Aisle/Parking
 Side/Rear Drive
Aisle Side
1-4 Story
Buildings
15’See
Exhibits
30’'
30’See Exhibits
Setbacks to Building89
35’See Exhibits
40’' 60’'
 Side/Rear Parking 20’See
Exhibits
5-8 Story Buildings
20’See Exhibits 25’See Exhibits
 Side (internal)

2.5.5 Hotel Development Standards
Hotels are expected to include a covered vehicular entry that provides for short-term parking for guests’ easy access to the lobby. A variety of entry courtyards and plazas or valet porte coche configurations may be proposed, so long as they achieve the minimum setbacks identified in Table 2-62-7. Any outdoor recreation areas associated with the hotel, such as swimming pools, shall be separated from adjacent roadways by a building to provide privacy and to reduce the effects of roadway noise in the recreation area when feasible. Hotel development standards are illustrated in Exhibits 2-20 through 2-22.

As noted above, certain setbacks within The Triangle are required from Murrieta Hot Springs Road, the freeways and the Internal Connector Road. The following minimum setbacks apply for Hotel buildings:

Murrieta Hot Springs Road 25' from Property Line to Building equal to or less than 50' high
50' from Property Line to Building greater than 50' high 15' from Property Line to Parking
Freeway 25' from Property Line to Building equal to or less than 50' high
50' from Property Line to Building greater than 50' high 10' landscape setback to Parking
Table 2-6 Development Standards for Hotels
0' 0'
9-12 Story Buildings
0'
89 Setbacks are measured from the back of the landscape areaproperty line along Murrieta Hot Springs Road, the Internal Connector Road right-of-way line or edge of public access easement, or the property line along the adjacent freeways. All setbacks shall be subject to a Minor Exception under Section 4.4.2. 1595

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140’
15’
200’
 Rear Property Line 15’
Maximum Building Height 80’
15’
1596

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SPECIFIC PLAN
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2-20 1 – 4 story hotel (insert)
1597

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SPECIFIC PLAN
Exhibit 2-20: 1-4 Story Hotel Front Facade
2-44
No Revisions
1598

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SPECIFIC PLAN
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2-21 5-8 story hotel (insert)
1599

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SPECIFIC PLAN
Exhibit 2-21: 5-8 Story Hotel Front Façade
2-45
Legend
❶ 40’ minimum overall Setback
❷ Concrete Walk
❸ Flowering Accent Ground Plane
❹ Simple Ground Plane at Building
❺ Informal mix of Palm, Canopy and Screen Trees
❻ Porte-cochere (at Entry)
No Revisions
1600

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SPECIFIC PLAN
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2-22 9 12 story hotel (insert)
1601

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SPECIFIC PLAN
Exhibit 2-22: 9-12 Story Hotel Front Facade
2-46
Legend
❶ 60’ minimum overall Setback
❷ Concrete Walk
❸ Flowering Accent Ground Plane
❹ Simple Ground Plane at Building
❺ Informal mix of Palm, Canopy and Screen Trees
❻ Porte-cochere (at Entry)
No Revisions
1602

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25’ 50’ 50’
6 Levels
50’
1 - 3 Levels
 Landscape
Setback on all
Sides
Maximum Structure
Height
40’'
10’
50’'
Structure Setbacks910
60’'
10’
70’'
4 Levels

2.5.7 Allowable Building Heights
Each Planning Area within The Triangle is assigned a specific maximum height, regardless of the land use included within the Planning Area. These heights have been established to achieve the optimal design framework for the property. Planning Area 4, located at the confluence of interstates 15 and 215, allows for the greatest maximum height, appropriate for the landmark 10’ 10’

2.5.6 Parking Structure Development Standards
Parking structures are requiredmay be utilized in The Triangle to achieve the desired intensity of development. Parking structures may include subterranean parking. In Table 2-7, below, the number of levels indicated is from the adjacent grade, and does not include subterranean parking levels. Minimum setbacks between a structure and the building it serves may be completely eliminated (reduced to zero feet) subject to the approval of the Planning Director.

Parking structures shall be proportionately lower in height than adjacent buildings by a minimum of 25%. This will prevent parking structures from being dominant visual elements from the interior of the site.
may be integrated in structures and may be central to a structure (i.e. internal construction surrounded by a retail, office or hotel use commonly known as a "wrap" structure). Parking structures may be shared with multiple uses and may be free standing, or attached to other structures either directly or through connecting bridges or other access. Parking structures that are not integrated shall be proportionally lower than adjacent structures by 25% unless approved by the Development Director.

Table 2-7 Development Standards for Parking Structures
5 Levels
 Minimum
Setback to
Adjacent Building
910 Setbacks are measured from the back of the landscape areaproperty line along Murrieta Hot Springs Road, the Internal Connector Road right-of-way line or edge of public access easement, or the property line along the adjacent freeways. All setbacks shall be subject to Minor Exception under Section 4.4.2. 1603

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building at The Triangle. Planning Areas 2 and 3, located at each freeway’s intersection with Murrieta Hot Springs Road, also include higher buildings. Siting the taller structures at the corners serves to define the space. Building heights by Planning Area are allowed according to the table below.
1604

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2 1
4 200’
280’
Maximum Building Height

2.6 Parking Requirements
Parking shall be developed in phases consistent with construction phasing to ensure adequate parking is available for each phase. If the first phase of development contains only one type of land use, that phase shall be parked according to the requirements of the City’s Development Code, Section 16.34.040. When multiple land uses are included within a phase or phases, a shared parking analysis for The Triangle will be prepared according to the methodology established by the Urban Land Institute in conjunction with submittal of the Development Plan(s). This phased parking analysis will allow additional protection to insure that use demands are balanced and adjusted to reflect site specific requirements including the availability and accessibility of ADA parking, paths of travel, internal flow and shared parking.

Based on the broad mix of uses included and that their peak hours of operation vary significantly, a parking ratio of 4.0 spaces per one thousand square feet of gross building area should be provided, subject to the conclusions presented in the shared parking study, and the City’s review and approval of those conclusions. In no event shall The Triangle be required to provide more parking than would otherwise be required by the City’s Development Code.

Parking may be provided in surface parking lots or parking structures. The Triangle Development Plan will identify the ultimate design and location of all on-site parking.

The area contained within uncontrolled and unfenced areas of The Triangle shall not be included within the square footage used to calculate parking, even if those areas contain tables with chairs, benches, or other seating areas. Internal mezzanine space that does not exceed fifteen percent of the gross floor area of the store it serves is not required to provide parking, landscaping or similar requirements.

Parking is prohibited on the Internal Connector Road.

Parking Development Standards

1. Parking spaces and areas shall be designed in compliance with Murrieta Municipal Code Section 16.34 (Off-Street Parking and Loading Standards). 100’
Table 2-8 Building Heights
3 Planning Area
200’
1605

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2. Parking lot spaces shall be designed with a clear hierarchy of circulation: major access drives with no parking; major circulation drives with little parking; and parking aisles for direct access to parking spaces.

3. No more than fivefifteen percent (15%) of the required parking shall be located in the rear
services area of athe project site. When feasible, encourage rear parking to be utilized for employee parking.

4. Parking lots along the Internal Connector Road located within 400’ of Murrieta Hot Springs Road, which contain over one hundred parking stalls shall provide a main entry drive from the Internal Connector Road for a minimum distance of forty feet. These parking lots shall also include a minimum five-foot wide sidewalk from the street to the first cross aisle on at least one side and at least one of the following design elements:
a. A minimum ten foot wide landscaped center median from the Internal Connector Road to the first cross aisle or roundabout.
b. Beyond the first cross aisle or roundabout, the landscaped center median may be reduced as a minor exception.
c. b. Two eightsix foot wide landscaped parkways flanking the main entry drive.

The parkway that abuts the sidewalk may be reduced in width to six feet wide. d. c. Within parking lots, drop off points or wider drive aisles with drop off zones should be located near major building entries and plaza areas for projectsbuildings over fifty one hundred thousand (50,000100,000) square feet of building area, when feasible.
e. d. Parking areas shall be designed so that pedestrians walk parallel to moving cars in parking aisles to the greatest extent possiblefeasible. This minimizes the need for the pedestrian to cross parking aisles and landscape islands to reach building entries.
1606

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2.7 Landscape Development Standards
Landscaped areas, pedestrian walkways and open space for the use of pedestrians are required within The Triangle.

Landscape and open space areas shall comprise 20% of the overall project area, with a minimum of 15% of the area within each Planning Area in The Triangle reserved for open space use. A variety of uses are allowed within the open spaces, including pedestrian walkways, plazas, kiosks,
casual outdoor dining, informal seating areas, as well as planted areas. These landscape and open spaces ensure
pedestrian mobility through the site, establish street
scenes designed to reflect the contemporary theme of the project, and provide important screening treatments for certain uses and necessary functions on the site. These spaces are designed to provide both energetic active spaces and places to escape the hurried pace of life for moments of relaxation.

2.7.1 Pedestrian Spaces and Connections

2.7.1.1 Pedestrian Connectivity
Each Planning Area within the project shall be linked through a series of pedestrian walkways to the pedestrian walkway along the Internal Collector Road. This will form a network of connections among all the uses on the site. These walkways shall be designed to unify the entire project area and provide pedestrian site access to the buildings, parking, and site activity areas. These walkways will be clearly marked and designed with a minimum 6’ paved walkway adjacent to the Internal Connector Road, and a minimum 5’ walkway adjacent to secondary drives and all other areas. To ensure pedestrian safety when the pedestrian circulation walkways cross
parking areas, the walkways may be raised above the
level of the parking area, may include landscape
elements, may be located adjacent to driveways, or
incorporate other design features to highlight the
path of travel. When the pedestrian walkway system
crosses the Internal Connector Road and secondary
drives, marked crosswalks shall be provided. No
mid-block crossings of the Internal Connector Road
are allowed.
1607

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2.7.1.2 Pedestrian-Oriented Open Spaces
As shown in the exhibits for office development standards (Exhibits 2-2 through 2-11), courtyards must be incorporated into office building design. Similarly, within the retail area priority is given to the design of public gathering places and pedestrian walkways. Where pedestrian walkways are located between buildings, building separation should be provided to allow for landscape plantings, shade structures, and a sense of personal security. Minor walkways should include a building separation dimension of 25’ minimum and primary walkways should include a building separation dimension of 40’ minimum. This wider width allows for incorporation of amenities such as large landscape planters, fountains, kiosks, etc.

Exhibits 2-23 and 2-24 illustrate the design intent for these pedestrian spaces.

At least one major plaza or courtyard
entertainment amenity space shall be
provided within the retail area. The
minimum size for this space shall be 3000
square feet, with a minimum width of 50’.

Within the 50’ space a minimum of one 10’
wide clear pedestrian zone must be
provided, but two pedestrian pathways are
preferred, as illustrated on Exhibit 2-25.

Additionally, at least one secondary plaza or
courtyard shall be provided within the retail
area with a minimum area of 2400 square
feet and a minimum of 60’ in width as shown
on Exhibit 2-26. These two illustrations depict potential configurations of plazas, and illustrate the type of landscape treatments and level of amenities required within The Triangle. The plazas may be linear and incorporated into the retail frontage of The Triangle. These plazas may be used as casual meeting places, entertainment venues for seasonal events, and for outdoor commercial activities.

Casual outdoor dining is encouraged within the retail
core and the courtyards adjacent to the office
buildings. These areas are distinct from the outdoor
dining areas associated with restaurants, in that they
are not separated from the pedestrian spaces by
railings or walls, and are not reserved for the exclusive use of a particular restaurant or entertainment use.

They may include tables and chairs, shade structures,
trash receptacles, and other items for the
convenience of the general public. Where casual outdoor dining spaces are provided, they may not block the pedestrian walkway, leaving a minimum of 105’ of clear space. 1608

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Free standing and fixed kiosks, food service pavilions and non-motorized vending carts are allowed within the pedestrian spaces and are encouraged within the retail core and the courtyards adjacent to office buildings. Vending carts and kiosks may be used for the purpose of selling food and beverages, merchandise, advertising, information services, and other similar uses. These kiosks and carts shall be located out of the walkway, leaving a minimum 10’ clear zone between the kiosk and the building, except as approved by the Development Director.

The design and color of kiosks shall be compatible with the architectural style of the retail center.
1609

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SPECIFIC PLAN
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2-23 retail entry paseo
1610

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SPECIFIC PLAN
Exhibit 2-23: Retail Entry Paseo
2-53
Legend
❶ 4’ Amenity Zone against Building
❷ 8’ Planting (at Blank Wall, if Windows or Storefronts, 8’ converts to Amenity Zone) ❸ Overhead Trellis
No Revisions
1611

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SPECIFIC PLAN
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2-24 retail primary paseo (insert)
1612

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SPECIFIC PLAN
Exhibit 2-24: Retail Primary Paseo
2-54
Legend
❶ 4’ Amenity Zone against Building
❷ Clear Pedestrian Zone
❸ Center Amenity Zone – Potential Features may include Fountain, Pots, Vendor Carts ❹ Shade Sails overhead
❺ Palm Tree Grove
No Revisions
1613

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SPECIFIC PLAN
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2-25 retail entertainment plaza (insert)
1614

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SPECIFIC PLAN
Exhibit 2-25: Retail Entertainment Plaza
2-55
Legend
❶ 4’ Amenity Zone against Building
❷ Circulation Zone
❸ Amenity Zone – Potential Features may include Outdoor Lounge Furniture, Jumbrella, Fireplace, Table, Chairs, and Umbrella, Raised Planters, etc. ❹ Entertainment Zone – Potential Features may include Pop-jet Fountain, Musical Water Display, Open Lawn, Event Stage, etc.

No Revisions
1615

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SPECIFIC PLAN
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2-26 retail secondary plaza (insert)
1616

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SPECIFIC PLAN
Exhibit 2-26: Retail Secondary Plaza
2-56
Legend
❶ 4’ Amenity Zone against Building
❷ Clear Pedestrian Zone
❸ Center Amenity Zone – Potential Features may include Fountain, Pots, Vendor Carts, Raised Planters, Seating
❹ Palm Tree Grove
No Revisions
1617

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SPECIFIC PLAN
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30376-0034 203341.1
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2.7.2 Streetscapes and Perimeter Edges
Streetscapes and edge conditions define The Triangle’s appearance from outside its boundaries and from its internal roadways. These landscape treatments are a critical component of the design framework for the site. Exhibit 2-27, the Landscape Sections Key Map indicates where each perimeter and Internal Connector Road section discussed below applies.

Murrieta Hot Springs Road provides access to the site. In order to help define the project’s character, this roadway is given enhanced landscape treatment with wide parkways, a meandering sidewalk, and thematic signage, discussed below. This Murrieta Hot Springs Road landscape zone, shown on Exhibit 2-28 is 60’ wide adjacent to buildings or loading areas to allow for generous landscaped plantings. Where parking areas are adjacent to Murrieta Hot Springs Road, the setback may narrow to 3515’. The landscape zone includes 12’ within the public right-of-way and, in some areas where the sidewalk meanders, additional landscaping behind the right-of-way. The 6’ sidewalk meanders through the landscape zone, both in the right-of-way and also in an access easement beyond. Exhibit 3-6 in Section 3 of this document illustrates the street section. Exhibits 2-29 through 2-31 depict various conditions of the dramatic landscape statement along Murrieta Hot Springs Road that will make this roadway part of the announcement and arrival sequence for The Triangle.

The Internal Connector Road is the primary on site roadway, connecting all the Planning Areas and land uses within the project site. This roadway intersects with Murrieta Hot Springs Road twice, opposite Hancock and Monroe avenues. Several different treatments are provided, depending on the location and adjacent use. Exhibits 2-32 through Exhibit 2-36 illustrate the 10’-wide raised landscaped median and the 25’ wide landscaped parkway between the road and any structure, outdoor dining space, or parking lot, which includes 8’ wide landscape areas separating the 6’ sidewalk from the roadzones. The street tree planting may change along the Internal Connector Road as the road travels further from Murrieta Hot Springs Road. The only condition in which the 25’ landscaped parkway is narrowed is where the Internal Connector Road is adjacent to the project perimeter on the west side, as seen on Exhibit 2-37. In this area and following the roundabouts adjacent to retail space to encourage convenient and accessible parking, as seen on Exhibit 2-38B. On the west side, as depicted on Exhibit 2-37, the parkway is 10’ to provideprovides separation from the I-15. No sidewalk will be provided on this side of the street along this segment of the road, as there are no buildings or facilities requiring access.

Secondary drives intersect the Internal Connector Road to provide additional internal site circulation and access to parking lots. The secondary drives include an 18’ landscaped edge, which provides for a 6’ parkway adjacent to the drive, a 5’ walk and a 7’ landscape area behind the walk. At corners, a minimum of 15’ of landscaping shall be provided behind the walk to allow for directional and tenant signage. Exhibit 2-38A illustrates the corner condition, Exhibit 1618

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2-38B illustrates the alternative intersection of a roundabout, and Exhibit 2-39 illustrates the typical landscaped parkway and raised median treatment.

The third entry into The Triangle from Murrieta Hot Springs Road will be designed as a secondary drive. This roadway requires one lane entering the site and one lane exiting, so this driveway design supports the required vehicular movements while maintaining the high quality landscape standards established for the project.
1619

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SPECIFIC PLAN
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2-27 Landscape Section Key Map (insert)
1620

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SPECIFIC PLAN
Exhibit 2-27: Landscape Section Key Map
2-65
1621

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SPECIFIC PLAN
2-73
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2-28 MHSR Setback at Building Facade (insert)
1622

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SPECIFIC PLAN
Exhibit 2-28: Murrieta Hot Springs Road Setback at Building Facade 2-60 Street Trees - 30' OC Average
40' maximum spacing
(with groupings of trees)
25'-0" Landscape Zone (Standard)
15'-0" Landscape Zone (Minor Exception)
with Traffic Condition
7 25'-0" Landscape Zone
12'-0" ROW 5
7 Minor Exception Note:

Refer to Section 4.4.2
1623

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SPECIFIC PLAN
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2-29 MHSR Setback at Back of House Loading (insert)
1624

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SPECIFIC PLAN
Exhibit 2-29: Murrieta Hot Springs Road Setback at Back of House Loading
2-61 Street Trees - 30' O.C. Average
40' maximum spacing (with
groupings of trees)
Street Tree shall be located on site,
in close proximity to the property line 15'-0" Landscape Zone 12'-0" ROW 5 1625

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SPECIFIC PLAN
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2-30 MHSR Setback at Parking Lot (insert)
1626

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SPECIFIC PLAN
Exhibit 2-30: Murrieta Hot Springs Road Setback at Parking Lot 2-62
Street Trees - 30' O.C. Average
40' maximum spacing (with
groupings of trees)
Street Tree shall be located on site,
in close proximity to the property line 15'-0" Landscape Zone 5 Varies 12' ROW
1627

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SPECIFIC PLAN
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2-31 MHSR Setback at Parking Lot with Bus Shelter (insert) 1628

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SPECIFIC PLAN
Exhibit 2-31: Murrieta Hot Springs Road Setback at Parking Lot with Bus Shelter
2-63
15'-0" Landscape Zone 10' 12' ROW
1629

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SPECIFIC PLAN
2-77
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2-32 ICR to first intersection at building façade (insert) 1630

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SPECIFIC PLAN
Exhibit 2-32: Internal Connector Road to First Intersection at Building Facade
2-64
6' Min
5'-6"
18'-6" Landscape Zone 5'-6" Parkway
10'-0" Median (Standard)
6'-0" Median (Minor Exception) Minor Exception Note:

Refer to Section 4.4.2 Zone
1631

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SPECIFIC PLAN
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2-33 ICR to First intersection at building façade with outdoor patio (insert) 1632

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SPECIFIC PLAN
Exhibit 2-33: Internal Connector Road to First Intersection at Building Facade with Outdoor Patio
2-65 10'-0" Median (Standard)
6'-0" Median (Minor Exception)
7' 18'-6" Landscape Zone 6' Min 5'-6" 5'-6" Parkway
Minor Exception Note:

Refer to Section 4.4.2 Zone
1633

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SPECIFIC PLAN
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2-34 ICR to first intersection at parking lot (insert)
1634

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SPECIFIC PLAN
Exhibit 2-34: Internal Connector Road to First Intersection at Parking Lot
2-66
Legend

❶ 10’ Median
❷ 8’ Parkway
❸ Alternating Palm and Canopy Trees
❹ Flowering Accent Ground Plane
❺ 6’ Sidewalk
❻ Second row of alternating Palm and Canopy Trees
❼ Layered Landscape Setback
❽ Hedge at Back of Walk
10'-0" Median (Standard)
6'-0" Median (Minor Exception) 5'-6" Parkway 6' Min
Minor Exception Note:

Refer to Section 4.4.2 7' 5'-6" 18'-6" Landscape Zone Zone 1635

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SPECIFIC PLAN
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2-35 ICR past first intersection at building façade or parking structure (insert) 1636

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SPECIFIC PLAN
Exhibit 2-35: Internal Connector Road Past First Intersection at Building Facade or Parking Structure
2-67
Legend
❶ 10’ Median
❷ Canopy Tree
❸ 8’ Parkway
❹ Alternating Palm and Canopy Trees
❺ Low Flowering Ground Plane
❻ 6’ Sidewalk
❼ Flowering Shrubs
❽ Vertical Accent Planting (to be coordinated with Architecture) 10'-0" Median (Standard)
6'-0" Median (Minor Exception) 5'-6" Parkway
Minor Exception Note:

Refer to Section 4.4.2 7' 5'-6" 18'-6" Landscape Zone 6' Min 1637

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SPECIFIC PLAN
2-81
30376-0034 203341.1
30376-0034 198820.10
2-36 ICR past first intersection at parking lot (insert) 1638

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-36: Internal Connector Road Past First Intersection at Parking Lot
2-68
Legend
❶ 10’ Median
❷ Canopy Tree
❸ 8’ Parkway
❹ Alternating Palm and Canopy Trees
❺ Low Flowering Ground Plane
❻ 6’ Sidewalk
❼ Flowering Shrubs
❽ Hedge against Parking
5'-6" Parkway
18'-6" Landscape Zone (Standard)
14'-6" Landscape Zone (Minor Exception)
5'-6" Parkway
6'-0" Sidewalk
3'-0" Landscape 7' 5'-6"
Minor Exception Note:

Refer to Section 4.4.2 18'-6"
1639

THE TRIANGLE

SPECIFIC PLAN
2-82
30376-0034 203341.1
30376-0034 198820.10
2-37 ICR at project perimeter (insert)
1640

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-37: Internal Connector Road at Project Perimeter 2-69
Legend
❶ 10’ Median
❷ Canopy Tree
❸ Low Flowering Ground Plane
❹ Alternating Palm and Canopy Trees
❺ Fence at Property Line
❻ Caltrans Property – No Landscaping Proposed
No Revisions
1641

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SPECIFIC PLAN
2-83
30376-0034 203341.1
30376-0034 198820.10
2-38A ICR at secondary entry corner (insert)
1642

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-38: Internal Connector Road at Secondary Entry Corner 2-70
Legend
❶ Curb Ramp and Walk
❷ 15’ Zone for Signage Monumentation
❸ Flowering Accent Planting
❹ Project Signage
16'-6" Landscape Zone (Minor Exception)
5'-6" Parkway
6'-0" Sidewalk
5'-0" Landscape
18'-6" Landscape Zone (Standard)
5'-6" Parkway
6'-0" Sidewalk
7'-0" Landscape
5'-6" 7' 5
2 4
3 6 5'-6" 6'-0" 5'-0"
5 5
6 6
1643

THE TRIANGLE

SPECIFIC PLAN
2-84
30376-0034 203341.1
30376-0034 198820.10
2-38B Roundabout at internal connector road
1644
Legend
Roundabout Drive Aisle
Decorative/Enhanced Paving
Median Island
Roundabout Center Island
2 1
3 7 Bicycle Lane
4 5
6 6’ Sidewalk
Pedestrian Accent Paving
Parkway
6’ Varies Drive Aisle 84’ Drive Aisle Varies 6’
3 3
3 3
3 3
1 2
2 4
4 4 4
5 5
7 7
7 7
5 3 3
6 6
6 6 6
4 1
4 New Exhibit 2-38 B
1645

THE TRIANGLE

SPECIFIC PLAN
2-85
30376-0034 203341.1
30376-0034 198820.10
2- 39 Secondary entry drive at parking lot (insert)
1646

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-39: Secondary Entry Drive at Parking Lot
2-71
Legend
❶ 10’ Median
❷ Canopy Tree
❸ 6’ Parkway
❹ Low Flowering Ground Plane
❺ 5’ Sidewalk
❻ Hedge and Landscape against Parking
Parkway or Parking Lot
Landscape Zone (Standard) 7'-0" 12" Canopy Tree 7'-0" Parkway or Parking Lot Island Low Flowering Ground Plane 12" Step-out Concrete Curb Hedge and Landscape against Parking 1 2 5
4 3
Center Line of Road
1647

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SPECIFIC PLAN
2-86
30376-0034 203341.1
30376-0034 198820.10
Much of the perimeter edge of The Triangle borders the freeways. It is important to allow the site to be visible from these highways, but it is important to screen back of house uses, loading areas, and to soften the view of buildings. Exhibits 2-40 to 2-43 depict the freeway edge conditions within the site, showing a 15’ the setback from the property line to any building or parking area, and a 10’ setback from drive aisles.

2.7.3 Parking Lot Landscaping Standards
Canopy trees will be located throughout all large parking fields at aan average ratio of one tree per six parking spaces. Adjustments may be made to avoid conflicts with light poles and other site specific elements such as loading areas, accessible parking, electric charging spaces, shopping cart corrals and signage. To achieve this, the trees will be planted in landscaped areas adjacent to parking lots (within the roadway setback area), in planter islands, tree wells or diamonds within the parking area. Exhibit 2-44 illustrates a concept of how shade landscaping can be providedfurther integrated within parking lots with landscaped fingers at the ends of drive aisles and diamond planters. The final plans may employ other methods than this concept while retaining the same ratio of trees to parking spaces on an overall basis.

In all instances where head-in parking is adjacent to landscape setbacks, the parking may overhang 2’ into the planter area. Planters in these areas shall be landscaped with low growing ground cover plants, gravel, mulch, or similar low ground cover. 1648

THE TRIANGLE

SPECIFIC PLAN
2-87
30376-0034 203341.1
30376-0034 198820.10
2-40 I-15/I215 Edge Condition at building landscape (insert) 1649

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-40: I-15/I-215 Edge Condition at Building Landscape 2-73
Legend
❶ Vertical Accent Planting and/or Vertical Screen Planting ❷ Simple Landscape Ground Plane
❸ Fence at Property Line
Note: All Landscaped areas to be coordinated with
building entrances and emergency egress walks,
loading zones, architectural features and signage.

Level Landscape Area
or Slope Area
1650

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SPECIFIC PLAN
2-88
30376-0034 203341.1
30376-0034 198820.10
2-41 I-15/I-215 Edge Condition at back of house loading (insert) 1651

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-41: I-15/I-215 Edge Condition at Back of House Loading 2-74
Legend
❶ 8’ Minimum Screen Wall
❷ Vertical Screen Planting
❸ Simple Landscape Ground Plane
❹ Fence at Property Line
Note: The loading area may be integrated
into the architecture of the building in order
to minimize unsightly views and to provide a
larger landscape buffer.

Level Landscape Area
or Slope Area
Screening with 8' wall and/or hedge, or combination per Section 2.5.2
1652

THE TRIANGLE

SPECIFIC PLAN
2-89
30376-0034 203341.1
30376-0034 198820.10
2-42 Edge Condition at parking lot (insert)
1653

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-42: I-15/I-215 Edge Condition at Parking Lot
2-75
Legend
❶ Parking Lot Shade Tree
❷ Simple Ground Plane
❸ 6’ Hedge at Property Line
❹ Fence at Property Line
No Revisions
1654

THE TRIANGLE

SPECIFIC PLAN
2-90
30376-0034 203341.1
30376-0034 198820.10
2-43 I-15/I215 Edge Condition at parking structure (insert) 1655

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-43: I-15/I-215 Edge Condition at Parking Structure 2-76
Legend
❶ Vertical Screen Planting
❷ Simple Ground Plane
❸ 6’ Hedge at Property Line
❹ Fence at Property Line
No Revisions
1656

THE TRIANGLE

SPECIFIC PLAN
2-91
30376-0034 203341.1
30376-0034 198820.10
2-44 Parking Lot Landscaping (insert)
1657

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-44: Parking Lot Landscaping
2-77
Legend
❶ Island Planter at end of aisles
❷ Shade Tree
❸ ‘Diamond’ Planter, to occur every six (6) spaces;
(5’ sq. minimum inside dimension)
No Revisions
1658

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SPECIFIC PLAN
2-92
30376-0034 203341.1
30376-0034 198820.10

2.7.4 Water Use in the Landscape
Careful plant selections and incorporating the latest technology for irrigation will allow The Triangle to reduce energy and water consumption. The Triangle may use well water to service landscaping and other uses where non-potable water can be utilized. The following development standards apply to all landscape areas within the project.

1. Evapo-transpiration (ET) weather based controllers for irrigation shall be used throughout the site.

2. A minimum of 50% of landscape plants shall be low water use or drought tolerant plants, as identified in the Water Use Classifications of Landscape Species (WUCOLS) developed by the University of California.

3. Planting shall be installed at a coverage rate that will achieve a mature landscape character within five years. Shade tree species selected for seating areas shall be fast growing species or shall be sized to reach maturity within five years.

4. Mowed turf is discouraged and will only be used in spaces where it serves a functional purpose.

5. Impervious surfaces should be limited where possible favoring planting area. Where paving is necessary, permeable or turf block pavers should be considered.

6. For all hardscape surfaces, the extensive use of shading devices shall be implemented in order to help reduce the heat island effect. Strategies for this include the use of shade/canopy trees in parking lots and adjacent to roadways, the use of architectural shading devices such as awnings and trellises, shade “sails” and umbrellas in pedestrian areas.

7. Landscape buffers of 25’ 15' or greater width may include 5' – 10' bio-swales to reduce urban runoff and more efficiently manage storm water, however, they shall not preclude the ability to plant trees where required.

8. All landscaping shall comply with Development Code Section 16.28 pertaining to irrigation design and water usage.
1659

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SPECIFIC PLAN
2-93
30376-0034 203341.1
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2.8 Signage
These signage regulations identify a framework to advertise the uses within The Triangle around the perimeter of the site.

Attractive and effective signage can be designed without detracting from the overall design quality of the project. Signs within The Triangle also contribute to the project’s overall contemporary design theme by introducing an additional
opportunity for interesting details. Design, color, materials and placement are all important in creating signs that are architecturally attractive and integrated into the overall project area design. The intent is to create and promote a quality visual environment by allowing only signs that are compatible with their surroundings and effectively communicate their message.

The Triangle Specific Plan addresses perimeter signs located along each of the two freeways and Murrieta Hot Springs Road and at the primary entries. There are currently two freeway-oriented display signs on The Triangle property, both along Interstate 15. Sign locations by type of sign, are illustrated on Exhibits 2-45. These signs are used for several purposes. They identify the project and make it visible for people driving past, both on the freeways and on Murrieta Hot Springs Road. These signs also create a sense of “arrival” for The Triangle, so that visitors know they have entered into a distinct and unique place. Finally, these signs provide a marketing opportunity for The Triangle’s corporate and retail tenants and for other goods and services people passing The Triangle might purchase. The design for these signs is not final, and final designs are subject to review by the Director prior to implementation. A comprehensive, on-site and freeway-facing tenant identification sign program for The Triangle will be submitted to the City as part of a subsequent stage of project entitlement, and shall be reviewed according to the process as identified in Section 4 of this Specific Plan. (the “Master Sign Program”). The Project signage will include additional signage for larger tenants as set forth below.
1660

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SPECIFIC PLAN
2-94
30376-0034 203341.1
30376-0034 198820.10
2-45 Sign Key Map – use new version (insert)
1661

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-45: Sign Key Map
2-87 1662

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SPECIFIC PLAN
2-95
30376-0034 203341.1
30376-0034 198820.10

2.8.1 Principal and Arrival Identification Signs
This development is a landmark for the City of Murrieta, and the intent of The Triangle is to capitalize on the location for the City’s benefit. To attract visitors to The Triangle, Principal and Arrival Identification Monuments are allowed, but not required, at each of the three corners of the property, in Planning Areas 2, 3 and 4, as shown on Exhibit 2-45. At 90’ maximum height, these are intended to be large and visible from a distance. These iconic structures are located near the tallest structures on the site, and so the large scale is not disproportional. These Monuments may each have a distinct character and form, or may be the same in all locations.

These signs may be somewhat sculptural in nature, resembling public art as much as signage.

Each of these iconic signs may consist of several structures combined into one cohesive element or they may be single elements with interesting forms and designs that reflect the contemporary architectural theme of the development. The icons may include LED screens or other types of internally illuminated graphics to portray changing lifestyle or artistic images and may include the project name, but advertisement for specific tenants or goods is prohibited. Exhibit 2-46 illustrates the concept of these Arrival Identification Monuments in the landscape.

2.8.2 Entrance Gateway Signs
At each of the two primary entries from Murrieta Hot Springs Road, entrance gateway signs will be sited to mark the arrival into The Triangle. These gateway signs are located on each side of the Internal Connector Road within the 60’ wide landscape setback area to avoid obstructing views for motorists. These signs may include a combination of monument walls, pedestals, towers and similar architectural elements that form substantial entry statements.

An illustration of a potential concept for the entry gateway signs is conceptually illustrated in Exhibit 2-47. These signs may include the project name, project logos, and tenant identification. These signs have a maximum height of 30’. The secondary entrance from Murrieta Hot Springs Road may also incorporate a smaller scale gateway sign with a maximum height of 15'.

2.8.3 Wall Signs
Wall signs are permitted as follows:
a) Tenants less than 15,000 sf – Development Code Standards shall apply b) Tenants between 15,000 sf and 29,999 sf – 110% of the signage area permitted under the Development Code, including the maximum sign area. c) Tenants 30,000 or larger sf 115% of the signage area permitted, including the maximum sign area.
1663

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SPECIFIC PLAN
2-96
30376-0034 203341.1
30376-0034 198820.10
2 Freeway Pylon
Signs11
Total SF
per sign
60' High
5 Pylon Signs
TBD

2.8.4 Internal Signs
The project shall also have internal advertising, directional signage and tenant signage as specified the Project sign program.

2.8.5 Billboard Replacement
Two existing billboards may be removed/replaced with up to two (2) digital billboards subject to a relocation agreement. The Relocation Agreement process shall be pursuant to Section

16.38.150. All findings contained in Section 16.38.150.B shall be made with the exception that finding B.3 shall be modified as follows:
“3. The proposed relocation agreement contributes to the reduction of visual clutter in the city by proposing a net decrease in existing billboards and promotes activities of city-wide benefit and interest and generates significant revenue for the city; or in the case of relocations to accommodate a public project, the agreement serves the public interest eliminating the need for public fund expenditure;”
As further depicted on Exhibit 2-45 and shown on Table 2-9 below.

Table 2-9 Triangle Signage
I-15
40' High
No limit
Location
permitted
50%;
Development
Director may
TBD
Sign Type and Number
Murrieta Hot
Springs Road
Maximum
Number
of Panels
No limit not permitted
Electronic
Signage
Max
Height
11 The City Name and Logo shall be placed on one (1) freeway sign on the I-215 freeway and one (1) freeway sign on the I-15 Freeway (for a total of two (2) signs) at no cost to the City. 1664

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SPECIFIC PLAN
2-97
30376-0034 203341.1
30376-0034 198820.10
I-215
Through site
Total SF
per sign
No limit
Entrance Gateway Signs
100%
permitted
No limit
per plan
approve
100%
Advertising
TBD
10'
permitted
50%;
Development
Director may
approve
100%
TBD
at all
entrances
Through site n/a
8 per wall
100%
permitted
Location
not permitted
Max
Height
Billboard
Replacement/Relocatio
n of 2 Existing Billboards
Identification
14' x 48'
2 Freeway Pylon
Signs12
TBD
Monument
(no limit on number)
on I-15 and/or
I-215
at locations
approved by
Development
Director
90' High
n/a
10'
100%
permitted
Maximum
Number
of Panels
TBD
2,000 sf
On site lifestyle, on site
advertising and art
related images may be
displayed on electronic
media throughout the
Project, subject to the
terms of the Master
Sign Program
Through out
site
60' High
No limit
Site Corners
per site plan
100%
permitted
Sign Type and Number
No panels
TBD
Directional
60%
Varies
Electronic
Signage
TBD
12 The City Name and Logo shall be placed on one (1) freeway sign on the I-215 freeway and one (1) freeway sign on the I-15 Freeway (for a total of two (2) signs) at no cost to the City. 1665

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SPECIFIC PLAN
2-98
30376-0034 203341.1
30376-0034 198820.10
2-46 ArivalArrival Identification Monuments
1666

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-46: Arrival Identification Monuments
2-82
Legend
❶ Curb Ramp and Walk
❷ 60’ Setback to allow for Landscape, Signage, Graphics and Monumentation ❸ Main Entry Monument
34' Setback to allow Landscape, Signage, Graphics and
Monumentation
34' Landscape Zone 1667

THE TRIANGLE

SPECIFIC PLAN
2-99
30376-0034 203341.1
30376-0034 198820.10
2-47 MHSR at ICR Entrance Gateway Sign
1668

THE TRIANGLE

SPECIFIC PLAN
Exhibit 2-47: Murrieta Hot Springs Road at Internal Connector Road Entrance Gateway Sign
2-83
Legend
❶ Curb Ramp and Walk
❷ 40’ Setback to allow for Landscape, Signage, Graphics and Monumentation ❸ Main Entry Corner Monument
24' Landscape Zone
Added Property
Line
5'
Changed to 24' Landscape Zone
5' Minimum Setback from Property Line Property Line 4
5 1669

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SPECIFIC PLAN
2-100
30376-0034 203341.1
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2.9 Project Sustainability
Sustainable development was originally defined as, “. . .development that meets the needs of the present without compromising the ability of future generations to meet their own needs.”1013 This concept originated from concern that accelerating deterioration of both the human environment and natural resources would have lasting negative consequences on both economic and social development.

Sustainable development and “green” building are related concepts, but they are not the same. Sustainable development recognizes the interdependence of man and nature within the context of a healthy economy and a healthy community. The Triangle incorporates conservation measures through site location, providing alternate methods of mobility, designing with a base of low water usage plants and water saving devices in the landscape irrigation design and incorporating energy efficient lighting design.

A key sustainable characteristic of The Triangle is its pedestrian connectivity. Developing a strong pedestrian connecting system allows and encourages people to move freely among the mix of land uses. This means vehicle trips are reduced when office workers walk to restaurants and shopping, or hotel guests walk to local business offices.

Another sustainable feature of the plan is its location in an area where regional and local roadways are in place to serve the project. City and utility services also are already located in close proximity. This eliminates the need for long extensions of infrastructure to the site, reducing demand for new materials and the effects of transporting those materials to the site. “Green” building focuses on the building techniques that may be employed to reduce the use of resources and materials, such as recycling building material waste during construction. The state of California adopted the 2010 California Green Building Standards Code, known as CalGreen, as part of the state Building Standards Code in Title 24 of the California Code of Regulations. The City of Murrieta, in its adoption of the latest building code, adopted these regulations. The Cal Green Code sets higher standards for incorporating sustainable measures into the built environment. The Cal Green Code requires many specific measures be designed and built into new buildings to reduce water and energy consumption and to reduce emission of target pollutants. These measures include many features and specific requirements to reduce energy use and landscape water consumption below previous standards. All buildings in The Triangle will be constructed in compliance with this Code.

All office buildings shall incorporate sustainable design features to demonstrate the equivalency to a certified project under the U. S. Green Building Council’s (USGBC) Leadership in Energy and Environmental Design (LEED) Rating System for New Construction. The version 1013 United Nations Programme on Environment and Development, “Our Common Future – Bruntland Report” (1987).
1670

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of LEED for New Construction that is in effect when the application is filed shall be utilized.

Official or formal Certification by the USGBC is not required by the City of Murrieta due to associated administrative costs. However, the project shall be designed with measures in place to meet the equivalency of a LEED-certified building. To implement this standard, the design team for the project shall include at least one LEED Accredited Professional.

To demonstrate compliance with LEED design standards, the project applicant shall submit the following to the City of Murrieta Community Development Department with each office building permit application: (1) a final LEED Checklist that documents how the project shall meet the equivalency of a certified project under the USGBC’s LEED Rating System for New Construction; (2) a signed statement from the project applicant’s project architect and LEED Accredited Professional declaring that the plans and plan details have been prepared in accordance with the submitted LEED Checklist; and (3) stamped and signed plans that include the LEED Checklist and the signed statement on the front page of the plan set. These items shall be reviewed and approved by the City of Murrieta Building Official prior to a building permit being issued.

Conservation and Sustainability Development Standards
Additional energy-saving measures are located in Section 2.7.4, Water Use in the Landscape and Section 2.10, Exterior Lighting.

1. Where possible, construction equipment will use alternative clean fuel such as Electric or Compressed Natural Gas. Equipment not using alternative fuels shall use low-sulfur diesel.

2. A Construction Management Plan will be prepared and implemented by the building contractor(s) to address construction traffic, routing, vehicular restrictions and parking requirements to reduce vehicle pollution per the standards of the City of Murrieta and South Coast Air Quality Management District.

3. The Construction Management Plan shall also address recycling waste material during construction to achieve a minimum 50% diversion of construction waste from landfills.

4. A travel Demand Management Plan will be prepared concurrently with the Development Plan to identify potential means of reducing automobile trips to the site. This plan will document what steps will be taken to facilitate and encourage alternate modes of travel, such as cycling, carpooling, and alternate fuel vehicles charging stations. It will also address methods of reducing peak hour congestion such as flexible work hours.

5. All flat, non-visible portions of building roofs shall be cool colors that have a high solar reflectance and thermal emittance. These characteristics reflect light, thereby reducing heat transfer and further the ability to allow heat to escape from a surface once it has been absorbed.
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6. The retail area shall post signs limiting idling time for commercial vehicles to no more than five minutes.

7. Recycling receptacles will be located adjacent to trash receptacles in casual seating and dining areas and in plazas and courtyards to provide the opportunity for consumer recycling at The Triangle.

8. Alternate modes of travel sustainability measures include the following:
 Provide bicycle storage racks or lockers within 100’ of the entry to each office building in compliance with section 5.106.4 of the California 2010 Green Building Standards (CA Code of Regulations, Title 24, Part 11). If multiple building entries are provided, bicycle racks shall be located near each entry.

Bicycle racks or lockers shall also be located throughout the retail area of The Triangle.
 Bicycle spaces for employees shall be secure, enclosed spaces that are located in a key-accessed area and are illuminated at night. Bicycle spaces for visitors and customers shall include bicycle racks located in areas that are clearly visible from a primary building entrance, illuminated at night, and protected from damage from moving and parked vehicles. These racks shall include provision for securing bicycles in which the user may lock the frame and wheels.  The bus turnout and shelters located on Murrieta Hot Springs Road and the Internal connector Road will include a roof canopy, seating and shade trees nearby to provide shelter for riders.

9. Heat islands will be reduced to minimize the impact of thermal gradient differences between developed and undeveloped areas. This is achieved by including parkways along the south side of Murrieta Hot Springs Road and both sides of the Internal Connector Road, by requiring shade trees within large parking fields, and incorporating lighter colored paving materials for pathways, sidewalks and gathering places.

10. A LEED-certified (or equivalent) professional shall be involved with all landscaping plans to promote a range of active and passive sustainable design measures and professional best practices.
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2.10 Exterior Lighting
The Triangle Specific Plan area is located within the influence area for the Mt. Palomar observatory. The objective of the lighting within the project is to minimize potential conflicts between the observatory’s need for a dark nighttime sky and the need for adequate lighting for the site and providing effective nighttime visibility for this regional destination. This will be achieved by minimizing obtrusive lighting aspects such as glare, light trespass, energy waste and sky glow through establishment of specific standards regarding lighting design, installation, color and use.

Exterior Lighting Development Standards

1. Concurrent with submittal of the Development Plan a Conceptual Lighting Plan shall be submitted for City. The Lighting Plan shall include the location and type of all outdoor fixtures and the resulting light patterns and the hours of operation for the project’s lights.

2. Lighting throughout The Triangle will be designed to complement the architectural style of adjacent structures, to enrich the environment in which it is located, and to provide a comfortable and safe space for visitors.

3. Low pressure sodium (LPS) lights will be used only if other lower level lights cannot be used to serve the same purpose, as the LPS lamps’ pigmentation favors an orange hue. If LPS lights are used, the use of low-watt wash lights shall be used in planter areas and pedestrian zones to mitigate the undesirable hue of the LPS lamps.

4. Exterior lighting on buildings or within the parking areas shall not blink or flash.

5. Neon lights shall be discouraged except where implemented as an integral element of a tenant’s prototypical signage or identity.

6. Fixtures may be located on buildings, recessed in-ground, located above grade on poles or bollards, and in trees.

7. Parking area fixtures shall be of a consistent or related style throughout The Triangle, and shall be compatible in style with accent lighting in the project.

8. Pedestrian areas shall be illuminated so that pathways and gathering areas are highlighted.

9. Exceptions to the above requirements shall be as provided in the City Development Code. 1673
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3-1
SECTION 3: GRADING, INFRASTRUCTURE AND

CIRCULATION
Infrastructure elements are those features that provide essential services to a community. Water and sewer conveyance systems, roadways and utility services systems are a physical infrastructure improvement. Other infrastructure elements are not physical improvements, but institutional services such as fire and police services.

Both types of infrastructure for The Triangle are described below.

3.1 Project Grading
The Triangle site is relatively flat, with the high point in Planning Area 3 and the low point in Planning Area 2. The site is slightly elevated above the adjacent freeways and is relatively level with Murrieta Hot Springs Road. Portions of the site were previously graded for a development that was not completed. The conceptual grading plan is shown on Exhibit 3-1. This plan incorporatesThese plans incorporate the requirements for on-and off-site drainage. Preliminary earthwork calculations for The Triangle indicate that the site will balance and no import or export of earth is required.

Preliminary calculations show approximately 450,000 cubic yards of cut and 390,000 cubic yards of fill. This calculation includes approximately 60,000 cubic yards of excess cut to account for soil compaction.

These grading quantities account for some subterranean parking along the site’s eastern side, where the site will be filled, in places up to 20’. With the inclusion of subterranean parking, the total amount of grading would not be altered. The amount of fill would be reduced and the soil spread across the site. No export would be required to accommodate subterranean parking.

Project grading extends off-site into the adjacent California Department of Transportation (CALTRANS) rights-of-way shoulder areas for both interstates 15 and 215. This is required to adequately balance the grading between the project site and adjoining rights-of-way. Appropriate permits for this grading will be secured from CALTRANS prior to commencement of grading operations. Graded slopes will be restored to meet the requirements of CALTRANS for Erosion Control and Highway Planting.will be within the Project limits and will not impact any off- site property other than minor encroachments to facilitate the construction of infrastructure.

Grading Development Standards
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1. Final grading plans for the site shall be in conformance with the conceptual grading plan depicted in Exhibit 3-1. Final grading plans will also reflect any grading related mitigation measures contained in the Triangle Specific Plan Final EIR.

2. Graded slopes shall be designed to minimize visual impacts on surrounding areas. All slopes shall be landscaped or stabilized to prevent wind and water erosion.

3. Prior to commencing grading activities a comprehensive soils and geotechnical study shall be performed to further analyze soil characteristics and stability factors. The study results shall be incorporated into final grading plans and grading operations.

4. Graded but undeveloped land shall be stabilized or planted with interim landscaping, as appropriate, within ninety days of grading unless building permits are obtained, in accordance with the San Diego Regional Water Quality Control Board’s requirements and The Triangle Water Quality Management Plan and Storm Water Pollution Prevention Permit.

5. All grading shall be subject to the City of Murrieta Grading Ordinance (346-06) and The City of Murrieta Grading Manual.
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Exhibit 3.1
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Exhibit 3-1: Conceptual Grading Plan
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3.2 Project Drainage
The County of Riverside Flood Control and Water Conservation District (RCFCD & WCD) has prepared a Master Drainage Plan and the Murrieta Creek Drainage Plan for the Murrieta Creek area. In March 2008 RBF Consulting prepared a Hydrology and Water Quality Technical Appendix for The Triangle site. Although the development proposal has been subsequently modified, the amount of proposed impervious surface created by the development remains fairly constant. Complete details of the existing and proposed conditions can be found in that analysis, which is included within the technical appendices for The Triangle Specific Plan EIR. The report is summarized below.

3.2.1 Existing Condition
The site drains primarily from the northeast corner toward the south and west, as shown on Exhibit 3-2. In the existing condition, approximately 38 acres of offsite area drains to the site from the east through three culverts crossing I-215 Freeway. These three culverts located along the I-15 Freeway (54”, 30” and 48”) pick up the majority of the site runoff. This storm water runoff travels in a southerly direction and is conveyed offsite through the three culverts. After crossing the freeway, the culverts outlet in natural drainage courses that conveys the drainage to Murrieta Creek. The most westerly corner of the site drains into an existing 30” lateral that connects to an 84” culvert carrying flows from north of the site toward the southwest. This culvert extends under Interstate 15. After crossing the freeway the flow outlets to unlined, natural drainage channels that ultimately flow to Murrieta Creek.

Three drainage areas exist on site, not including the small area that drains into the 84” culvert at the western corner. Area D is located along the western and southern portions of the site and contains 13.3 acres with a 10-year flow rate (Q) of 16.1 cubic feet per second (cfs). Area E is located west of Area D and contains 9.7 acres, with a Q of 11.6 cfs. Area F contains 28 acres and has a Q of 35.1 cfs. Area F extends from the northeast corner of the property southwesterly to the boundary with I-15. Area G includes the northwest corner of the property, extends along Murrieta Hot Springs Road toward the center of the site. It contains 10.2 acres with a Q of 12.9 cfs. An unnamed blue line stream crosses the site at the southeast corner. The site is not located within any flood inundation areas, both according to the County of Riverside Integrated Project database and Flood Insurance Rate Maps.

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National Pollution Discharge Elimination System provisions of the Clean Water Act and must meet the requirements of the Riverside County Water Quality Management Plan (WQMP) for Urban Runoff. The project site is tributary to the Santa Margarita River and is within the jurisdiction of the San Diego Regional Water Quality Control Board (SDRWQCB). The site lacks any measured data of storm water runoff quality. In the absence of data, expected storm water quality can be qualitatively discussed by relating typical pollutants to specific land uses. One of the major pollutants expected from the site is sediment, the solid materials eroded from the land surface. Other pollutants that might be expected on site are organic compounds, trash and debris, oil and grease and metals.

3.2.2 Developed Condition
In the developed condition new drainage facilities consist of streets, parking lots, storm drains and culverts. These facilities will be designed concurrent with Development Plans submitted for The Triangle, and will be designed to mitigate any increase in runoff above the existing condition. Exhibit 3-2 depicts the existing drainage facilities serving the site, which will also be utilized in the developed condition. The Drainage Areas are generally in the same locations as in the existing condition with modifications to sub-area boundaries. The 16.5 acres within Drainage Area D flows towards the south into the existing 54” storm drain under I-15, with a Q of 36.8 cfs. Drainage Area E contains 8 acres with a Q of 15.7 cfs and also flows toward the south in the existing 30” culvert under the I-15. 13.2 acres are contained within Drainage Area F, which flow into the existing 48” culvert under the I-15 at a Q of 23.6 cfs. Drainage Area G contains 22.1 acres with a Q of 44.0 cfs and drains to the northwest corner of the site. This runoff enters the existing 30” lateral and flows into the existing 84” culvert.

The proposed on-site storm drain facilities will be designed to adequately convey a 100-year storm. The RCFD & WCD master storm drain system will be completed over time as property in the area is developed. When those facilities are completed downstream properties will be protected from flooding due to development of this and other projects located in and around the subject drainage basin. An ultimate condition hydrology study was performed based on the conceptual grading plan illustrated in Exhibit 3-1. Initial storm drain sizes were determined and a plan for conveyance of storm flows through the project site was developed, along with preliminary determinations of required detention volume needed to mitigate the increased runoff generated due to the site improvements.

When the City’s Master Plan of Drainage facilities are constructed, drainage from the site will flow through the 84” culvert under I-15 into Line D-1, which is tributary to Line D, and ultimately to Murrieta Creek.
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To address issues of water quality protection a Preliminary Water Quality Management Plan (WQMP) was prepared by RBF Consulting in August 2008. This plan was based on a previous development proposal, and must be revised before The Triangle can be built to meet the requirements of the San Diego RWQCB. The A WQMP outlinesrequires and specifies the proposed Best Management Practices the developer will implement with the construction of the site. Development within the specific plan area will be required to comply with regional water quality standards. In addition a Storm Water Pollution Prevention Plan will be prepared for the project to address construction activities in any development areas.
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Exhibit 3-2: Drainage Plan
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The current development proposal is similar in nature and surface coverage to the previous development proposal on the property, so it is expected that the conclusions of that report would be the same for this development proposal. Water quality on the site is expected to improve as a result of development due to implementation of structural and non-structural Best Management Practices (BMPs). Structural treatment control BMPs planned for the site may include an underground combined detention/infiltration basin, landscape detention areas, and roof/loading docks filter units. Non-structural/Source control BMPs include using permeable paving materials, covering loading docks, connecting restaurant equipment wash areas to grease traps connected directly to the sewer, and other similar measures. Erosion control measures will be implemented during and post construction.

The Hydrology and Water Quality Technical Appendix concludes that Thethe Triangle will need to store runoff to reduce flows to the pre-developed condition. Adequate facilities can be developed on site to provide this storage.

Drainage Development Standards

1. Storm drain facilities will be installed to mitigate any increase in flows above the existing condition and ensure protection from 100-year floods. The ultimate size and locations of the facilities shall be approved by the City of Murrieta prior to construction.

2. The Triangle Specific Plan lies within the San Diego Regional Water Quality Control Board region. The Triangle shall comply with all National Pollution Discharge Elimination System (NPDES) requirements as implemented by the Regional Board. The Triangle will provide Water Quality Management Plans (WQMP) and Storm Water Pollution Prevention Plans for the review by the City Council and all appropriate regulatory agencies. The WQMP will identify potential post-project pollutants and hydrologic impacts associated with the development; identify proposed Low Impact Development BMPs for identified site design, source control and treatment control post-development BMPs; and identify sustainable funding and maintenance mechanisms for the BMPs. Storm drain improvement plans will include water quality facilities for treatment of site drainage to satisfy the requirements of the Regional Board.

3. Drainage and flood control facilities and improvements, including any necessary channelization, shall be provided in accordance RCFC & WCD and City of Murrieta requirements.
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4. Storm flows shall be detained on site to mitigate the flows from the proposed project to the same levels as in the pre-developed condition per the City of Murrieta requirements.
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3.3 Water and Sewer Plan
Eastern Municipal Water District (EMWD) provides water and sewer service to The Triangle property. Both adequate water supply and sewer treatment capacity are available to serve the site. In September 2008 RBF Consulting prepared a Technical Memorandum for Water and Wastewater Analysis. The Analysis provides the information necessary to allow design and development of an on-site looped domestic water system and a feasible gravity wastewater system, allowing for the abandonment of the existing force main and lift station located on Monroe Avenue north of Medical Center Drive.

A source of reclaimed water is not available from EMWD to serve the site. The nearest reclaimed water source is located along Jefferson Avenue, on the west side of I-15. The cost of boring under the freeway to place water lines and constructing one or more pump stations to transport water to the site currently makes delivery of reclaimed water infeasible. More importantly, the volume of available reclaimed water is not adequate to service the project.

Up to four wells may be drilled on the property to provide a source of water for the project. This water could be used during site grading and construction, and may also be used for irrigating the landscape after the project is built. If the water meets standards established for potable water, it could also be used for that purpose.

3.3.1 Domestic Water
Existing water facilities include a 16” water main adjacent to the site along Murrieta Hot Springs Road east of Monroe Avenue. This waterline is approximately 700 feet in length. An existing water reservoir, EMWD’s Zone 1384, will serve the property. Based on the grading concept plan, it is anticipated that individual pressure regulators will be required to control water pressures at the site.

Water will be supplied to The Triangle from EMWD’s existing pumps, reservoirs and piping to the main project points of connection. There will be two points of connection to the existing 16” water main. A 12” looped trunk line will be constructed internal to the site. The site must be designed to support adequate flow for hydrants and building sprinklers of 4,000 gallons per minute. The necessary flow rate will be achieved with the design of the proposed system. Preliminary analysis indicates that 10” and 12” lines for fire flow along with 6” and 8” lines for internal portions of the site would adequately serve the property. Additionally, a separate 8” offsite pipeline along Murrieta Hot Springs Road will provide a direct domestic water connection from EMWD’s system to the hotel allowed in the northwest corner of the property instead of a lateral 1686

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connection to the private on-site distribution main. Exhibit 3-3 illustrates the proposed water facilities required to support the project.

3.3.2 Wastewater
Existing sewer facilities include a lift station along Monroe Avenue north of Medical Center Drive that pumps wastewater through a 10” force main running adjacent to the site along Murrieta Hot Springs Road and across I-215 to the east. A 10” dry sewer along Monroe Avenue had been constructed in anticipation of the future extension of a gravity line through the project site, across I-15 and Madison Avenue and connected to an existing Western Municipal Water District 21” gravity sewer along Jefferson Avenue.

With development of The Triangle, much of this line will be abandoned, as will the force main.

The pump station and force main will be replaced with a gravity flow system, with project flows from south to northwest. Upon completion of a Development Plan, the final on site sewer plans will be designed and will be subject to the review and approval of EMWD.

Some off site flows will also be diverted through The Triangle from the north side of Murrieta Hot Springs Road. A new minimum 15” gravity sewer line is proposed to connect with the existing 10” gravity sewer line located within the Monroe Avenue right-of-way between Medical Center Drive and Murrieta Hot Springs Road. This new 15” sewer pipe will extend south onto The Triangle property to collect wastewater flows from the project and exit the site near the northwest endsouthwest. Exhibit 3-3 illustrates the on-site sewer plans.

An 18” sewer pipe will extend off site to the west, under Interstate 15, and will ultimately connect to an existing 21” sewer in Jefferson Avenue as shown in Exhibit 3-4.

There is excess capacity in this 21” sewer main to accept flows from the project. This pipe carries flows to the Temecula Valley Regional Water Reclamation Facility, which has adequate capacity to serve the project. Exhibit 3-4 illustrates the off-site sewer facilities required to support the project, and the two potential alignments EMWD alignment for the sewer linesline.
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Exhibit 3-3: On-Site Water and Sewer Plan
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3-4 – Sharon – I changed the order of this exhibit and moved it to follow right after exhibit 3-3.
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Exhibit 3-4: Off-Site Water and Sewer Plan
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Water and Wastewater Development Standards

1. All water and sewer lines will be sized and installed per the recommendations of final engineering plans and the requirements of EMWD.

2. All lines will be designed and installed per EMWD and City of Murrieta standards, and field-testing by the responsible agency will be conducted, as appropriate.

3.4 Utility Services
The Gas Company, Southern California Edison, and VerizonFrontier Communications provide utility and communications services for The Triangle according to service application agreements with the developer. Cable television service is provided through Time Warner Cable.

Utility Development Standards

1. Proposed utility backbone facilities and service lines will be underground, except for switching cabinets, transformers and similar structures and those above ground S. C.Southern California Edison facilities illustrated on Exhibit 3-5. 1692

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Exhibit 3-5: Dry Utilities Plan
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3.5 Solid Waste
Regular trash pickup is provided by the City of Murrieta through contracted private services. Solid waste is sorted for hazardous waste and recyclable materials before being disposed of in the Riverside County Waste Management Department landfills.

3.6 Emergency Services
The City of Murrieta maintains its own Police and Fire Departments to provide response in emergency situations. In addition to fire prevention and suppression, the Fire Department is responsible for emergency medical service, disaster preparedness coordination and hazardous materials management.

3.7 Circulation

3.7.1 Vehicular Circulation
Regional access to The Triangle is provided by interstates 15 to the southwest and 215 to the southeast. The freeways have on and off ramps at Murrieta Hot Springs Road, at each end of the northerly property frontage. The freeway ramps are located approximately one-half mile apart, giving The Triangle excellent regional accessibility.

Murrieta Hot Springs Road is designated as an augmented urban arterial with a right-of-way of 164’ adjacent to The Triangle. Exhibit 3-6 depicts the existing and future sections for the road.

The proposed public sidewalk on the south side of Murrieta Hot Springs Road willmay meander beyond the right-or-way and into the landscape zone on private property within The Triangle. City Standard Number 102A for an Augmented Urban Arterial shows that the right-of-way for Murrieta Hot Springs Road extends 12’ from the curb face and the public sidewalk is curb-adjacent. Exhibit 3-6 is consistent with this standard and notes that the sidewalk may be set off the curb and meander within the public right-of-way and the adjacent landscape easement area. This public access and maintenance easement will granted to the City and will be of sufficient width to accommodate the sidewalk. The sidewalk will be adjacent to the curb at the following locations: the off ramps of I-15 and I-215, the Monroe and Hancock intersections, and the bus stop.

Monroe and Hancock avenues, located opposite the site on the north side of Murrieta Hot Springs Road, provide local access. Each of these local roads will extend southerly across Murrieta Hot Springs Road onto the property to form two new four-way, signalized intersections. These intersections are spaced approximately 860’ apart, and each is a minimum of 500’ from the closest freeway ramps. These access points serve 1695

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as the two primary entries to The Triangle. A third access point is located off Murrieta Hot Springs Road, approximately equidistant between Monroe and Hancock avenues, and is restricted to right turns both entering and exiting the property.

Hancock and Monroe avenues are major roadways with 100’ planned rights-of-way.

Hancock Avenue connects with Los Alamos Road to the north. Monroe Avenue is planned to connect to Los Alamos Road in the future. These connectors will enhance traffic progressions along Murrieta Hot Springs Road by making Los Alamos Road a secondary access from Interstate 215 into or out of The Triangle.

A detailed regional traffic analysis was prepared for The Triangle by Urban Crossroads (August 7, 2008), and is summarized within The Triangle Specific Plan EIR. That report identifies off-site roadway improvements that are required concurrent with development of The Triangle. Those requirements are documented in The Triangle Mitigation and Monitoring Reporting Program.
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Lane geometry was also recommended in the traffic analysis for the Internal Connector Road at its intersections with Murrieta Hot Springs Road. Based on that analysis it is recommended that the Internal Connector Road at each of the primary project entries provide northbound dual left turn lanes, one right turn lane, and one or more through lanes crossing Murrieta Hot Springs Road. Due to existing constraints on Hancock Avenue, the southbound lanes entering the site will be limited to one dedicated through lane and one shared through/right turn lane. The southbound lanes entering the site will include two travel lanes. Typical cross sections are provided on Exhibit 3-7 for both the primary entries. In addition to the two primary access drives, a right-in and right-out secondary drive entry is proposed with a single lane in each direction.

Internal to the site it is necessary to provide through circulation connecting the primary entries to one another, forming which may form either a loop road, as shown on the Planning Area Map, or a grid pattern of connections. This connecting road is referred to as the Internal Connector Road in the Specific Plan, and is also depicted on Exhibit 3-7. This schematic system provides a connected circulation system through the project site to provide access to all future uses within the property and to link the two primary access points.

This road may be dedicated to the City as a public street or mayshall be a private road, with public access easements. Roadway easements internal to The Triangle were dedicated on Parcel Map Number 28280, recorded August 18, 2000. When the final alignment of the internal road is determined, and prior to or concurrent with submittal of a Development Plan for The Triangle, the existing roadway easements will be relocated to the final configuration. Existing non-conforming easements will need to be vacated and new roadway easements showing the proper alignment will be concurrently dedicated, either for public street purposes or for public access easements.

In addition to the Internal Connector Road, a series of secondary driveways are planned to connect fields of parking to the Internal Connector Road. The secondary drives will include one or two lanes in each direction, depending on the recommendations of an on site traffic analysis, with a 10’ raised median. The on-site circulation system for The Triangle will be finalized prior to submittal as part of athe Development Plan process for City review.

To serve fields of parking, drive aisles will be provided. These shall be designed in conformance with the requirements of the City of Murrieta Development Code Section

16.34.080. The on-site internal circulation roadways will be privately owned and maintained.
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Loading zones shall be provided for the buildings in addition to the parking established for each use. One loading space shall be provided for each 50,000 square feet of office use, one loading space for each 35,000 square feet of hotel space, and one loading space for each 20,000 square feet of retail, restaurant and entertainment use space.

The design of these loading zones shall be according to the City of Murrieta Development Code Section 16.34.100, provided; however the Project may utilize shared loading zones to reduce the number of loading spaces by 25% provided the shared spaces are located within one hundred and fifty feet (150') of the tenants they serve. The Director shall have the discretion to authorize reductions in the number of loading zones as a Minor Exception under Section 4.4.2.

Riverside Transit Agency (RTA) bus route #23 travels westbound on Murrieta Hot Springs Road. Anticipating future expansion of local transit service, a public transit stop with a bus turnout is planned on the south side of Murrieta Hot Springs Road just east of the Monroe Avenue intersection. This transit stop includes a seating bench and a passenger shade shelter.
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Vehicular Circulation Development Standards

1. Murrieta Hot Springs Road shall be improved as shown on The Triangle Project Traffic Impact Analysis prepared by Urban Crossroads (August 7, 2008).

2. All off site street improvements constructed as part of The Triangle Specific Plan will comply with the City of Murrieta street design and improvement standards.

3. The primary entry points along Murrieta Hot Springs Road shall be located opposite Monroe and Hancock Avenues. The existing signal at Hancock Avenue shall be upgraded to accommodate the additional southbound turning movement. A new signal will be installed at Monroe Avenue.

4. The Triangle site shall include an interior circulation connector road, referred to as the Internal Connector Road in the Specific Plan, whether laid out as a loop road as shown in the Specific Plan, or as a grid pattern, or with some other design, that connects the two primary entry points off Murrieta Hot Springs Road. This road shall be designed according to the standards required to both carry the volume of traffic and provide adequate access to each planning area as identified in an on-site traffic study for the ultimate Development Plan.

5. Along the Internal Connector Road, the first driveway intersection shall be located a minimum of 400’ from Murrieta Hot Springs Road to provide adequate length for turn lanes and stacking distance internal to the site.

6. All on-site drives will be designed to meet City of Murrieta Fire Department and public safety standards.

7. Secondary entry drives shall be located a minimum of twoone hundred feet apart along the Internal Connector Road for right in and right out traffic.

8. Secondary entry drives on opposite sides of the Internal Connector Road should be aligned to provide for safe pedestrian crossings and vehicular turning movements, or the drives will be restricted to right turning movements. Final driveway locations shall be reviewed as part of the Development Plan.

9. A Travel Demand Management Plan shall be prepared concurrently with a Development Plan if required by the Development PlanCode to address strategies to reduce the number of vehicle trips to the site (also required in Section 2.9, Development Standards #4 of this Specific Plan). 1703

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10. The developer shall provide an easement to provide access to any public facilities located within The Triangle that are not served by a public road right-of-way.

3.7.2 Pedestrian Circulation
A 65’ meandering sidewalk along the southern side of Murrieta Hot Springs Road provides pedestrian access to the three project entries described above. Internal pedestrian circulation is provided throughout The Triangle by use of 6’ sidewalks along the Internal Connector Road, 5’ sidewalks along all secondary drives, and 5’ pathways that connect all the Planning Areas and uses of The Triangle. The Director may approve the reduction of 6' sidewalks to 5' sidewalks as a Minor Exception under Section 4.4.2.

Marked crosswalks will be provided at all street crossings to provide safe crossings of the Internal Connector Road, secondary drives and access to building entries.

Mid-block crossings are prohibited on the Internal Connector Road. For a complete discussion of the design of these sidewalks and pathways, refer to Section 2.7, Landscape, in the Specific Plan.

Pedestrian Circulation Development Standards

1. The sidewalk along Murrieta Hot Springs Road will be a minimum of 65’ in width and will meander through a landscaped parkway.

2. The sidewalk along the Internal Connector Road will be 6’ in width, except as may be modified as a Minor Exception under Section 4.4.2.

3. Interior pedestrian walks along Secondary Drives and other connections between land uses will be developed at a minimum width of 5’.

4. Marked crosswalks will be provided in all instances where the internal pedestrian circulation system crosses the Internal Connector Road and Secondary Drives.

5. Parking fields will include marked pedestrian paths to ensure safe access from handicapped parking to building entries.

6. Clearly defined pedestrian access shall be provided from the transit/bus stop to primary building entrances.
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7. All buildings shall provide a connection of the on-site pedestrian circulation system to the off-site public sidewalk along Murrieta Hot Springs Road or the Internal Connector Road.
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3.7.3 Bicycle Circulation
A bicycle lane is planned for Murrieta Hot Springs Road that will allow cyclists’ access to The Triangle. To facilitate bicycle movement into and through the site, a 5’ wide bicycle lane will be provided either as an on street lane on the Internal Connector Road or, in a multi-purpose path along one side of the Internal Connector Road, or a combination of both. The final design of the bicycle lane will be shown on the project’s Development Plan.
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