Intersection: 1: Alicia Pkwy & Hon Ave/Paseo de Alicia
Movement EB EB EB WB WB NB NB NB NB NB SB SB
Directions Served L LT R L TR L T T T TR L T
Maximum Queue (ft) 148 162 148 161 144 193 212 218 202 199 245 538 Average Queue (ft) 128 149 74 80 51 89 148 152 128 86 131 352 95th Queue (ft) 163 169 169 142 104 165 234 240 212 169 263 486 Link Distance (ft) 148 421 194 194 194 194 595
Upstream Blk Time (%) 1 19 0 02200 0
Queuing Penalty (veh) 0 99 0 09920 0
Storage Bay Dist (ft) 135 135 140 135 185
Storage Blk Time (%) 4 29 13028 0 32
Queuing Penalty (veh) 11 87 2 3 0 9 10 1 38
Intersection: 1: Alicia Pkwy & Hon Ave/Paseo de Alicia
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft) 453 382 165
Average Queue (ft) 304 221 90
95th Queue (ft) 433 342 195
Link Distance (ft) 595 595
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 105
Storage Blk Time (%) 22 0
Queuing Penalty (veh) 40 1
Intersection: 2: Alicia Pkwy & Project Dwy 1
Movement EB NB NB NB SB SB SB
Directions Served R T T T T T TR
Maximum Queue (ft) 73 141 128 81 42 8 18
Average Queue (ft) 35 26 24 4101
95th Queue (ft) 58 92 85 38 30 6 9
Link Distance (ft) 224 173 173 173 194 194 194
Upstream Blk Time (%) 0000
Queuing Penalty (veh) 0000
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
E-128
5.5.1.c
Packet Pg. 1122 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Year 2024 Plus Project 2A
Queuing and Blocking Report PM Peak Hour
LLG Engineers SimTraffic Report
Intersection: 3: Alicia Pkwy & Project Dwy 2
Movement EB NB NB NB SB SB SB SB
Directions Served R L TTTTTR
Maximum Queue (ft) 130 146 199 36 4 8 11 13
Average Queue (ft) 48 77 21 10001
95th Queue (ft) 97 135 113 19 3656
Link Distance (ft) 185 368 368 173 173 173
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 105 115
Storage Blk Time (%) 6 0
Queuing Penalty (veh) 32 0
Intersection: 4: Project Dwy 3 & Hon Ave
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 36 67 94
Average Queue (ft) 1 16 45
95th Queue (ft) 16 53 73
Link Distance (ft) 414 169 208
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Project Dwy 4/Chevron Dwy & Hon Ave
Movement EB WB NB SB SB
Directions Served TR LT LTR LT R
Maximum Queue (ft) 179 75 163 106 29
Average Queue (ft) 69 12 57 42 12
95th Queue (ft) 157 49 119 93 35
Link Distance (ft) 169 148 187 115 115
Upstream Blk Time (%) 1003
Queuing Penalty (veh) 2000
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
E-129
5.5.1.c
Packet Pg. 1123 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2A
2: Alicia Pkwy & Project Dwy 1 PM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 0 73 0 1800 1850 82
Future Volume (vph) 0 73 0 1800 1850 82
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91
Frt 0.865 0.994
Flt Protected
Satd. Flow (prot) 0 1611 0 5085 5055 0
Flt Permitted
Satd. Flow (perm) 0 1611 0 5085 5055 0
Link Speed (mph) 30 30 30
Link Distance (ft) 282 227 268
Travel Time (s) 6.4 5.2 6.1
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 0 78 0 1915 1968 87
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 78 0 1915 2055 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 48.8% ICU Level of Service A Analysis Period (min) 15
E-130
5.5.1.c
Packet Pg. 1124 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2A
3: Alicia Pkwy & Project Dwy 2 PM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 0 140 124 1756 1818 73
Future Volume (vph) 0 140 124 1756 1818 73
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 105 115
Storage Lanes 0 1 1 1
Taper Length (ft) 60 60
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00
Frt 0.865 0.850
Flt Protected 0.950
Satd. Flow (prot) 0 1611 1770 5085 5085 1583
Flt Permitted 0.950
Satd. Flow (perm) 0 1611 1770 5085 5085 1583
Link Speed (mph) 30 30 30
Link Distance (ft) 256 426 227
Travel Time (s) 5.8 9.7 5.2
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Adj. Flow (vph) 0 144 128 1810 1874 75
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 144 128 1810 1874 75
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 50.5% ICU Level of Service A Analysis Period (min) 15
E-131
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Packet Pg. 1125 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2A
4: Project Dwy 3 & Hon Ave PM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 135 27 81 136 19 150
Future Volume (vph) 135 27 81 136 19 150
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.977 0.880
Flt Protected 0.982 0.994
Satd. Flow (prot) 1820 0 0 1829 1629 0
Flt Permitted 0.982 0.994
Satd. Flow (perm) 1820 0 0 1829 1629 0
Link Speed (mph) 30 30 30
Link Distance (ft) 444 236 239
Travel Time (s) 10.1 5.4 5.4
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 144 29 86 145 20 160
Shared Lane Traffic (%)
Lane Group Flow (vph) 173 0 0 231 180 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.7% ICU Level of Service A Analysis Period (min) 15
E-132
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Packet Pg. 1126 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2A
5: Project Dwy 4/Chevron Dwy & Hon Ave PM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 393 10 29 244 0 6 0 81 51 1 13
Future Volume (vph) 0 393 10 29 244 0 6 0 81 51 1 13
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.874 0.850
Flt Protected 0.995 0.997 0.953
Satd. Flow (prot) 0 1857 0 0 1853 0 0 1623 0 0 1775 1583 Flt Permitted 0.995 0.997 0.953
Satd. Flow (perm) 0 1857 0 0 1853 0 0 1623 0 0 1775 1583 Link Speed (mph) 30 30 30 30
Link Distance (ft) 236 250 222 151
Travel Time (s) 5.4 5.7 5.0 3.4
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 414 11 31 257 0 6 0 85 54 1 14
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 425 0 0 288 0 0 91 0 0 55 14
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 54.5% ICU Level of Service A Analysis Period (min) 15
E-133
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Packet Pg. 1127 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - E.doc
APPENDIX E-V
YEAR 2024 PLUS PROJECT LEVEL OF SERVICE
CALCULATION WORKSHEETS
OPTION 2B
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
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Packet Pg. 1128 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.649
Level Of Service: C
Delay (sec / veh): 21.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 1 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-135
5.5.1.c
Packet Pg. 1129 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 87 2060 42 198 1666 100 231 9 52 104 4 62 Total 15-Minute Volume [veh/h] 22 515 11 50 417 25 58 2 13 26 1 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 87 2060 42 198 1666 100 231 9 52 104 4 62 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 87 2060 42 198 1666 100 231 9 52 104 4 62 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-136
5.5.1.c
Packet Pg. 1130 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [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 Pedestrian Clearance [s] 0 10 0 0 17 0 0 27 0 0 10 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 10 21 0 22 33 0 0 38 0 0 14 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 0 30 0 0 30 0
Minimum Green [s] 6 10 0 6 10 0 0 10 0 0 10 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Split Split Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 95
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-137
5.5.1.c
Packet Pg. 1131 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 102.96 307.70 345.65 212.52 286.57 42.77 129.49 129.85 52.89 110.39 68.16 95th-Percentile Queue Length [veh/ln] 4.12 12.31 13.83 8.50 11.46 1.71 5.18 5.19 2.12 4.42 2.73 50th-Percentile Queue Length [ft/ln] 57.20 193.61 223.16 121.96 177.37 23.76 71.94 72.14 29.38 61.33 37.86 50th-Percentile Queue Length [veh/ln] 2.29 7.74 8.93 4.88 7.09 0.95 2.88 2.89 1.18 2.45 1.51 Critical Lane Group No No Yes Yes No No Yes No No Yes No Lane Group LOS D B C D B B D D D D D
d, Delay for Lane Group [s/veh] 54.39 18.99 21.02 48.16 14.72 10.19 44.30 44.29 40.36 43.09 41.26 X, volume / capacity 0.77 0.62 0.62 0.84 0.59 0.11 0.64 0.64 0.31 0.56 0.39 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 10.50 1.17 3.19 7.85 0.89 0.26 3.52 3.50 1.03 2.59 1.49 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 43.88 17.83 17.83 40.31 13.82 9.93 40.78 40.78 39.33 40.50 39.77 c, Capacity [veh/h] 113 2491 902 236 2841 887 189 189 168 187 168 s, saturation flow rate [veh/h] 1781 5094 1846 1781 5094 1589 1781 1787 1589 1781 1604 (v / s)_i Volume / Saturation Flow Rate 0.05 0.30 0.30 0.11 0.33 0.06 0.07 0.07 0.03 0.06 0.04 g / C, Green / Cycle 0.06 0.49 0.49 0.13 0.56 0.56 0.11 0.11 0.11 0.10 0.10 g_i, Effective Green Time [s] 6 47 47 13 53 53 10 10 10 10 10 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 95 95 95 95 95 95 95 95 95 95 95
Lane Group L C C L C R L C R L C
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-138
5.5.1.c
Packet Pg. 1132 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 54.39 19.50 21.02 48.16 14.72 10.19 44.30 44.29 40.36 43.09 41.26 41.26 Movement LOS D B C D B B D D D D D D
d_A, Approach Delay [s/veh] 20.92 17.86 43.59 42.38
Approach LOS C B D D
d_I, Intersection Delay [s/veh] 21.84
Intersection LOS C
Intersection V/C 0.649
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 37.18 0.00 37.18 37.18
I_p,int, Pedestrian LOS Score for Intersection 3.380 0.000 2.381 2.056 Crosswalk LOS C F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 358 610 715 210 d_b, Bicycle Delay [s] 32.06 22.96 19.62 38.07
I_b,int, Bicycle LOS Score for Intersection 2.463 2.640 2.041 1.840 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 8 - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-139
5.5.1.c
Packet Pg. 1133 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.610
Level Of Service: B
Delay (sec / veh): 11.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 40.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-140
5.5.1.c
Packet Pg. 1134 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 7 1899 20 84 1625 30 51 13 20 37 11 165 Total 15-Minute Volume [veh/h] 2 475 5 21 406 8 13 3 5 9 3 41 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 7 1899 20 84 1625 30 51 13 20 37 11 165 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 7 1899 20 84 1625 30 51 13 20 37 11 165 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-141
5.5.1.c
Packet Pg. 1135 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [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 Pedestrian Clearance [s] 0 7 0 0 7 0 0 24 0 0 24 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 10 18 0 37 45 0 0 35 0 0 35 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 0 30 0 0 30 0
Minimum Green [s] 6 10 0 6 10 0 0 10 0 0 10 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-142
5.5.1.c
Packet Pg. 1136 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 9.18 224.41 241.88 93.76 150.10 164.50 78.87 209.42 95th-Percentile Queue Length [veh/ln] 0.37 8.98 9.68 3.75 6.00 6.58 3.15 8.38 50th-Percentile Queue Length [ft/ln] 5.10 130.68 143.61 52.09 83.39 91.39 43.82 119.70 50th-Percentile Queue Length [veh/ln] 0.20 5.23 5.74 2.08 3.34 3.66 1.75 4.79 Critical Lane Group No No Yes Yes No No No Yes
Lane Group LOS D A B D A A D D
d, Delay for Lane Group [s/veh] 54.03 9.24 10.07 51.62 6.19 6.70 35.86 40.31 X, volume / capacity 0.35 0.54 0.54 0.76 0.43 0.43 0.38 0.71 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 9.86 0.91 1.73 10.08 0.55 1.05 1.08 3.19 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 d1, Uniform Delay [s] 44.17 8.34 8.34 41.55 5.64 5.64 34.78 37.13 c, Capacity [veh/h] 20 2329 1217 111 2510 1306 221 298
s, saturation flow rate [veh/h] 1781 3560 1860 1781 3560 1853 1039 1670 (v / s)_i Volume / Saturation Flow Rate 0.00 0.35 0.35 0.05 0.31 0.31 0.08 0.13 g / C, Green / Cycle 0.01 0.66 0.66 0.06 0.71 0.71 0.15 0.15 g_i, Effective Green Time [s] 1 59 59 6 64 64 13 13
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90
Lane Group L C C L C C C C
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-143
5.5.1.c
Packet Pg. 1137 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 54.03 9.52 10.07 51.62 6.36 6.70 35.86 35.86 35.86 40.31 40.31 40.31 Movement LOS D A B D A A D D D D D D
d_A, Approach Delay [s/veh] 9.69 8.55 35.86 40.31
Approach LOS A A D D
d_I, Intersection Delay [s/veh] 11.39
Intersection LOS B
Intersection V/C 0.610
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 34.68 34.68
I_p,int, Pedestrian LOS Score for Intersection 3.400 3.382 1.768 1.848 Crosswalk LOS C C A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 311 911 689 689 d_b, Bicycle Delay [s] 32.09 13.34 19.34 19.34
I_b,int, Bicycle LOS Score for Intersection 2.619 2.516 1.698 1.911 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-144
5.5.1.c
Packet Pg. 1138 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Year 2024 Plus Project 2B
Queuing and Blocking Report AM Peak Hour
LLG Engineers SimTraffic Report
Intersection: 1: Alicia Pkwy & Hon Ave/Paseo de Alicia
Movement EB EB EB WB WB NB NB NB NB NB SB SB
Directions Served L LT R L TR L T T T TR L T
Maximum Queue (ft) 142 162 148 162 136 193 207 223 236 231 245 466 Average Queue (ft) 69 109 31 72 38 77 176 176 162 140 171 284 95th Queue (ft) 140 168 97 127 85 163 235 240 240 232 276 421 Link Distance (ft) 148 421 194 194 194 194 595
Upstream Blk Time (%) 0 2 0 07622
Queuing Penalty (veh) 0 6 0 0 39 32 13 10
Storage Bay Dist (ft) 135 135 140 135 185
Storage Blk Time (%) 0 5 0 1 2 23 4 21
Queuing Penalty (veh) 0 8 0 1 8 20 20 41
Intersection: 1: Alicia Pkwy & Hon Ave/Paseo de Alicia
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft) 400 271 164
Average Queue (ft) 242 169 50
95th Queue (ft) 361 262 142
Link Distance (ft) 595 595
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 105
Storage Blk Time (%) 14 0
Queuing Penalty (veh) 14 0
Intersection: 2: Alicia Pkwy & Project Dwy 1
Movement EB NB NB NB SB SB
Directions Served R T T T T TR
Maximum Queue (ft) 65 185 182 178 26 15
Average Queue (ft) 22 72 66 40 1 0
95th Queue (ft) 49 185 173 138 14 8
Link Distance (ft) 224 173 173 173 194 194
Upstream Blk Time (%) 1 1 0
Queuing Penalty (veh) 7 4 2
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
E-145
5.5.1.c
Packet Pg. 1139 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Year 2024 Plus Project 2B
Queuing and Blocking Report AM Peak Hour
LLG Engineers SimTraffic Report
Intersection: 3: Alicia Pkwy & Project Dwy 2
Movement EB NB NB NB NB SB SB
Directions Served R L TTTTR
Maximum Queue (ft) 54 95 132 117 62 13 4
Average Queue (ft) 23 36 15 10 3 0 0
95th Queue (ft) 47 73 80 65 33 7 3
Link Distance (ft) 185 368 368 368 173
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 105 115
Storage Blk Time (%) 0 0
Queuing Penalty (veh) 1 0
Intersection: 4: Project Dwy 3 & Hon Ave
Movement WB NB
Directions Served LT LR
Maximum Queue (ft) 49 43
Average Queue (ft) 8 26
95th Queue (ft) 33 44
Link Distance (ft) 169 208
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Project Dwy 4/Chevron Dwy & Hon Ave
Movement EB WB NB SB SB
Directions Served TR LT LTR LT R
Maximum Queue (ft) 66 71 66 77 29
Average Queue (ft) 7 9 23 32 5
95th Queue (ft) 43 41 51 61 22
Link Distance (ft) 169 148 187 115 115
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
E-146
5.5.1.c
Packet Pg. 1140 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2B
2: Alicia Pkwy & Project Dwy 1 AM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 0 29 0 2173 1721 55
Future Volume (vph) 0 29 0 2173 1721 55
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91
Frt 0.865 0.995
Flt Protected
Satd. Flow (prot) 0 1611 0 5085 5060 0
Flt Permitted
Satd. Flow (perm) 0 1611 0 5085 5060 0
Link Speed (mph) 30 30 30
Link Distance (ft) 282 227 268
Travel Time (s) 6.4 5.2 6.1
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Adj. Flow (vph) 0 30 0 2240 1774 57
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 30 0 2240 1831 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 45.3% ICU Level of Service A Analysis Period (min) 15
E-147
5.5.1.c
Packet Pg. 1141 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2B
3: Alicia Pkwy & Project Dwy 2 AM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 0 46 59 2085 1678 51
Future Volume (vph) 0 46 59 2085 1678 51
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 105 115
Storage Lanes 0 1 1 1
Taper Length (ft) 60 60
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00
Frt 0.865 0.850
Flt Protected 0.950
Satd. Flow (prot) 0 1611 1770 5085 5085 1583
Flt Permitted 0.950
Satd. Flow (perm) 0 1611 1770 5085 5085 1583
Link Speed (mph) 30 30 30
Link Distance (ft) 256 426 227
Travel Time (s) 5.8 9.7 5.2
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Adj. Flow (vph) 0 47 61 2149 1730 53
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 47 61 2149 1730 53
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 43.6% ICU Level of Service A Analysis Period (min) 15
E-148
5.5.1.c
Packet Pg. 1142 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2B
4: Project Dwy 3 & Hon Ave AM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 121 11 65 86 9 57
Future Volume (vph) 121 11 65 86 9 57
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.988 0.883
Flt Protected 0.979 0.994
Satd. Flow (prot) 1840 0 0 1824 1635 0
Flt Permitted 0.979 0.994
Satd. Flow (perm) 1840 0 0 1824 1635 0
Link Speed (mph) 30 30 30
Link Distance (ft) 444 236 239
Travel Time (s) 10.1 5.4 5.4
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 127 12 68 91 9 60
Shared Lane Traffic (%)
Lane Group Flow (vph) 139 0 0 159 69 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 60 60 60 60
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 29.2% ICU Level of Service A Analysis Period (min) 15
E-149
5.5.1.c
Packet Pg. 1143 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2B
5: Project Dwy 4/Chevron Dwy & Hon Ave AM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 202 6 30 162 0 6 0 33 63 0 5
Future Volume (vph) 0 202 6 30 162 0 6 0 33 63 0 5
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.886 0.850
Flt Protected 0.992 0.992 0.950
Satd. Flow (prot) 0 1855 0 0 1848 0 0 1637 0 0 1770 1583 Flt Permitted 0.992 0.992 0.950
Satd. Flow (perm) 0 1855 0 0 1848 0 0 1637 0 0 1770 1583 Link Speed (mph) 30 30 30 30
Link Distance (ft) 236 250 222 151
Travel Time (s) 5.4 5.7 5.0 3.4
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph) 0 227 7 34 182 0 7 0 37 71 0 6
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 234 0 0 216 0 0 44 0 0 71 6
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 60 60 60 60 60 60 60 60
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 41.3% ICU Level of Service A Analysis Period (min) 15
E-150
5.5.1.c
Packet Pg. 1144 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.733
Level Of Service: C
Delay (sec / veh): 24.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 1 1 0 1 1 0 1 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-151
5.5.1.c
Packet Pg. 1145 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 118 1684 15 120 1794 185 399 8 103 104 9 115 Total 15-Minute Volume [veh/h] 30 421 4 30 449 46 100 2 26 26 2 29 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 118 1684 15 120 1794 185 399 8 103 104 9 115 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 118 1684 15 120 1794 185 399 8 103 104 9 115 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-152
5.5.1.c
Packet Pg. 1146 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [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 Pedestrian Clearance [s] 0 10 0 0 17 0 0 27 0 0 10 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 15 26 0 17 28 0 0 38 0 0 14 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 0 30 0 0 30 0
Minimum Green [s] 6 10 0 6 10 0 0 10 0 0 10 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Split Split Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 95
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-153
5.5.1.c
Packet Pg. 1147 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 135.28 237.92 265.92 137.14 365.47 100.26 215.06 215.36 102.69 110.16 139.35 95th-Percentile Queue Length [veh/ln] 5.41 9.52 10.64 5.49 14.62 4.01 8.60 8.61 4.11 4.41 5.57 50th-Percentile Queue Length [ft/ln] 75.15 140.67 161.66 76.19 238.76 55.70 123.82 124.03 57.05 61.20 77.42 50th-Percentile Queue Length [veh/ln] 3.01 5.63 6.47 3.05 9.55 2.23 4.95 4.96 2.28 2.45 3.10 Critical Lane Group Yes No No No Yes No Yes No No No Yes Lane Group LOS D B B D C B D D D D D
d, Delay for Lane Group [s/veh] 51.63 16.71 17.91 51.34 20.28 14.31 44.52 44.51 38.54 42.94 47.15 X, volume / capacity 0.79 0.49 0.49 0.79 0.71 0.23 0.79 0.79 0.45 0.55 0.73 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.88 0.69 1.88 8.68 1.71 0.70 5.27 5.26 1.35 2.52 5.91 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 42.75 16.02 16.02 42.66 18.58 13.62 39.26 39.26 37.18 40.42 41.24 c, Capacity [veh/h] 150 2524 921 152 2532 790 258 259 231 188 170 s, saturation flow rate [veh/h] 1781 5094 1859 1781 5094 1589 1781 1784 1589 1781 1607 (v / s)_i Volume / Saturation Flow Rate 0.07 0.24 0.24 0.07 0.35 0.12 0.11 0.11 0.06 0.06 0.08 g / C, Green / Cycle 0.08 0.50 0.50 0.08 0.50 0.50 0.14 0.14 0.14 0.11 0.11 g_i, Effective Green Time [s] 8 47 47 8 47 47 14 14 14 10 10 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 95 95 95 95 95 95 95 95 95 95 95
Lane Group L C C L C R L C R L C
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-154
5.5.1.c
Packet Pg. 1148 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.63 17.03 17.91 51.34 20.28 14.31 44.52 44.51 38.54 42.94 47.15 47.15 Movement LOS D B B D C B D D D D D D
d_A, Approach Delay [s/veh] 19.28 21.53 43.31 45.23
Approach LOS B C D D
d_I, Intersection Delay [s/veh] 24.20
Intersection LOS C
Intersection V/C 0.733
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 37.18 0.00 37.18 37.18
I_p,int, Pedestrian LOS Score for Intersection 3.348 0.000 2.436 2.043 Crosswalk LOS C F B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 463 505 715 210 d_b, Bicycle Delay [s] 28.09 26.57 19.62 38.07
I_b,int, Bicycle LOS Score for Intersection 2.309 2.714 2.401 1.936 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 8 - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-155
5.5.1.c
Packet Pg. 1149 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.527
Level Of Service: A
Delay (sec / veh): 8.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 40.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-156
5.5.1.c
Packet Pg. 1150 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 10 1767 22 93 1820 43 33 1 14 27 5 89 Total 15-Minute Volume [veh/h] 3 442 6 23 455 11 8 0 4 7 1 22 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 10 1767 22 93 1820 43 33 1 14 27 5 89 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 10 1767 22 93 1820 43 33 1 14 27 5 89 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-157
5.5.1.c
Packet Pg. 1151 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [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 Pedestrian Clearance [s] 0 7 0 0 7 0 0 24 0 0 24 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 36 18 0 37 19 0 0 35 0 0 35 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 30 30 0 30 30 0 0 30 0 0 30 0
Minimum Green [s] 6 10 0 6 10 0 0 10 0 0 10 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 1 6 0 5 2 0 0 8 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-158
5.5.1.c
Packet Pg. 1152 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 12.09 173.57 190.60 102.10 137.35 152.15 45.49 121.23 95th-Percentile Queue Length [veh/ln] 0.48 6.94 7.62 4.08 5.49 6.09 1.82 4.85 50th-Percentile Queue Length [ft/ln] 6.72 96.43 106.13 56.72 76.30 84.53 25.27 67.35 50th-Percentile Queue Length [veh/ln] 0.27 3.86 4.25 2.27 3.05 3.38 1.01 2.69 Critical Lane Group No No Yes Yes No No No Yes
Lane Group LOS D A A D A A D D
d, Delay for Lane Group [s/veh] 51.01 7.08 7.69 50.29 5.08 5.62 37.67 40.77 X, volume / capacity 0.35 0.48 0.48 0.76 0.46 0.46 0.23 0.54 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 7.17 0.67 1.28 9.11 0.58 1.12 0.57 2.06 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 d1, Uniform Delay [s] 43.84 6.41 6.41 41.18 4.50 4.50 37.10 38.71 c, Capacity [veh/h] 29 2461 1284 123 2649 1375 206 223
s, saturation flow rate [veh/h] 1781 3560 1858 1781 3560 1848 1301 1630 (v / s)_i Volume / Saturation Flow Rate 0.01 0.33 0.33 0.05 0.34 0.34 0.04 0.07 g / C, Green / Cycle 0.02 0.69 0.69 0.07 0.75 0.75 0.11 0.11 g_i, Effective Green Time [s] 1 62 62 6 67 67 10 10
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90
Lane Group L C C L C C C C
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-159
5.5.1.c
Packet Pg. 1153 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.01 7.28 7.69 50.29 5.26 5.62 37.67 37.67 37.67 40.77 40.77 40.77 Movement LOS D A A D A A D D D D D D
d_A, Approach Delay [s/veh] 7.53 7.41 37.67 40.77
Approach LOS A A D D
d_I, Intersection Delay [s/veh] 8.86
Intersection LOS A
Intersection V/C 0.527
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 34.68 34.68
I_p,int, Pedestrian LOS Score for Intersection 3.397 3.354 1.757 1.811 Crosswalk LOS C C A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 311 333 689 689 d_b, Bicycle Delay [s] 32.10 31.26 19.35 19.35
I_b,int, Bicycle LOS Score for Intersection 2.549 2.635 1.639 1.759 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
E-160
5.5.1.c
Packet Pg. 1154 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Year 2024 Plus Project 2B
Queuing and Blocking Report PM Peak Hour
LLG Engineers SimTraffic Report
Intersection: 1: Alicia Pkwy & Hon Ave/Paseo de Alicia
Movement EB EB EB WB WB NB NB NB NB NB SB SB
Directions Served L LT R L TR L T T T TR L T
Maximum Queue (ft) 148 164 148 165 187 193 205 214 214 198 245 525 Average Queue (ft) 120 147 71 80 59 87 145 147 123 84 144 360 95th Queue (ft) 167 173 166 143 125 159 234 238 215 181 278 501 Link Distance (ft) 148 421 194 194 194 194 595
Upstream Blk Time (%) 1 13 1 02210 0
Queuing Penalty (veh) 0 71 0 0 11 8 2 1 0
Storage Bay Dist (ft) 135 135 140 135 185
Storage Blk Time (%) 2 23 13039 1 32
Queuing Penalty (veh) 6 69 2 4 0 11 10 4 38
Intersection: 1: Alicia Pkwy & Hon Ave/Paseo de Alicia
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft) 450 395 165
Average Queue (ft) 306 225 94
95th Queue (ft) 434 341 199
Link Distance (ft) 595 595
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 105
Storage Blk Time (%) 22 0
Queuing Penalty (veh) 41 1
Intersection: 2: Alicia Pkwy & Project Dwy 1
Movement EB NB NB NB SB
Directions Served R T T T TR
Maximum Queue (ft) 78 151 142 94 36
Average Queue (ft) 35 30 28 6 2
95th Queue (ft) 65 104 98 47 16
Link Distance (ft) 224 173 173 173 194
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
E-161
5.5.1.c
Packet Pg. 1155 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Year 2024 Plus Project 2B
Queuing and Blocking Report PM Peak Hour
LLG Engineers SimTraffic Report
Intersection: 3: Alicia Pkwy & Project Dwy 2
Movement EB NB NB NB SB SB
Directions Served R L T T T R
Maximum Queue (ft) 122 144 125 33 18 17
Average Queue (ft) 48 70 7111
95th Queue (ft) 94 123 61 23 10 7
Link Distance (ft) 185 368 368 173
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 105 115
Storage Blk Time (%) 4 0
Queuing Penalty (veh) 21 0
Intersection: 4: Project Dwy 3 & Hon Ave
Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 6 75 79
Average Queue (ft) 0 18 44
95th Queue (ft) 5 58 70
Link Distance (ft) 414 169 208
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Project Dwy 4/Chevron Dwy & Hon Ave
Movement EB WB NB SB SB
Directions Served TR LT LTR LT R
Maximum Queue (ft) 169 82 110 69 33
Average Queue (ft) 54 10 44 29 10
95th Queue (ft) 131 42 81 61 33
Link Distance (ft) 169 148 187 115 115
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 1 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
E-162
5.5.1.c
Packet Pg. 1156 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2B
2: Alicia Pkwy & Project Dwy 1 PM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 0 71 0 1804 1854 83
Future Volume (vph) 0 71 0 1804 1854 83
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91
Frt 0.865 0.994
Flt Protected
Satd. Flow (prot) 0 1611 0 5085 5055 0
Flt Permitted
Satd. Flow (perm) 0 1611 0 5085 5055 0
Link Speed (mph) 30 30 30
Link Distance (ft) 282 227 268
Travel Time (s) 6.4 5.2 6.1
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 0 76 0 1919 1972 88
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 76 0 1919 2060 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 48.7% ICU Level of Service A Analysis Period (min) 15
E-163
5.5.1.c
Packet Pg. 1157 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2B
3: Alicia Pkwy & Project Dwy 2 PM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 0 140 124 1760 1821 72
Future Volume (vph) 0 140 124 1760 1821 72
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 105 115
Storage Lanes 0 1 1 1
Taper Length (ft) 60 60
Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 1.00
Frt 0.865 0.850
Flt Protected 0.950
Satd. Flow (prot) 0 1611 1770 5085 5085 1583
Flt Permitted 0.950
Satd. Flow (perm) 0 1611 1770 5085 5085 1583
Link Speed (mph) 30 30 30
Link Distance (ft) 256 426 227
Travel Time (s) 5.8 9.7 5.2
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Adj. Flow (vph) 0 144 128 1814 1877 74
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 144 128 1814 1877 74
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 50.5% ICU Level of Service A Analysis Period (min) 15
E-164
5.5.1.c
Packet Pg. 1158 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2B
4: Project Dwy 3 & Hon Ave PM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 135 27 81 136 20 152
Future Volume (vph) 135 27 81 136 20 152
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.977 0.880
Flt Protected 0.982 0.994
Satd. Flow (prot) 1820 0 0 1829 1629 0
Flt Permitted 0.982 0.994
Satd. Flow (perm) 1820 0 0 1829 1629 0
Link Speed (mph) 30 30 30
Link Distance (ft) 444 236 239
Travel Time (s) 10.1 5.4 5.4
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 144 29 86 145 21 162
Shared Lane Traffic (%)
Lane Group Flow (vph) 173 0 0 231 183 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.9% ICU Level of Service A Analysis Period (min) 15
E-165
5.5.1.c
Packet Pg. 1159 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Lanes, Volumes, Timings Year 2024 Plus Project 2B
5: Project Dwy 4/Chevron Dwy & Hon Ave PM Peak Hour
LLG Engineers Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 394 10 28 244 0 6 0 81 51 1 13
Future Volume (vph) 0 394 10 28 244 0 6 0 81 51 1 13
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.874 0.850
Flt Protected 0.995 0.997 0.953
Satd. Flow (prot) 0 1857 0 0 1853 0 0 1623 0 0 1775 1583 Flt Permitted 0.995 0.997 0.953
Satd. Flow (perm) 0 1857 0 0 1853 0 0 1623 0 0 1775 1583 Link Speed (mph) 30 30 30 30
Link Distance (ft) 236 250 222 151
Travel Time (s) 5.4 5.7 5.0 3.4
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 415 11 29 257 0 6 0 85 54 1 14
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 426 0 0 286 0 0 91 0 0 55 14
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 53.6% ICU Level of Service A Analysis Period (min) 15
E-166
5.5.1.c
Packet Pg. 1160 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza))
LINSCOTT
,LAW &GREENSPAN, engineers LLG Ref. 2.22.4533.1
Laguna Hills Plaza, Laguna Hills
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4533 Dividers.doc APPENDIX F
PROJECT DRIVEWAY TRAFFIC SIGNAL WARRANT
ANALYSIS WORKSHEETS
F-1
5.5.1.c
Packet Pg. 1161 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-I
EXISTING (2022) LEVEL OF SERVICE
CALCULATION WORKSHEETS
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-2
5.5.1.c
Packet Pg. 1162 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2053 1624 9
2 1991 1575 9
3 1950 1543 9
4 1827 1445 8
5 1622 1283 7
6 1601 1267 7
7 1581 1250 7
8 1437 1137 6
9 1417 1121 6
10 1396 1104 6
11 1211 958 5
12 1129 893 5
13 1109 877 5
14 821 650 4
15 821 650 4
16 575 455 3
17 328 260 1
18 328 260 1
19 185 146 1
20 103 81 0
21 62 49 0
22 21 16 0
23 21 16 0
24 21 16 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2022 (SP 0-8)
Generated with
F-3
5.5.1.c
Packet Pg. 1163 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 18.9 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:02 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 9
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3686 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3677 1 9 No No No No No No No No No No
2 3 3566 1 9 No No No No No No No No No No
3 3 3493 1 9 No No No No No No No No No No
4 3 3272 1 8 No No No No No No No No No No
5 3 2905 1 7 No No No No No No No No No No
6 3 2868 1 7 No No No No No No No No No No
7 3 2831 1 7 No No No No No No No No No No
8 3 2574 1 6 No No No No No No No No No No
9 3 2538 1 6 No No No No No No No No No No
10 3 2500 1 6 No No No No No No No No No No
11 3 2169 1 5 No No No No No No No No No No
12 3 2022 1 5 No No No No No No No No No No
13 3 1986 1 5 No No No No No No No No No No
14 3 1471 1 4 No No No No No No No No No No
15 3 1471 1 4 No No No No No No No No No No
16 3 1030 1 3 No No No No No No No No No No
17 3 588 1 1 No No No No No No No No No No
18 3 588 1 1 No No No No No No No No No No
19 3 331 1 1 No No No No No No No No No No
20 3 184 1 0 No No No No No No No No No No
21 3 111 1 0 No No No No No No No No No No
22 3 37 1 0 No No No No No No No No No No
23 3 37 1 0 No No No No No No No No No No
24 3 37 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2022 (SP 0-8)
Generated with
F-4
5.5.1.c
Packet Pg. 1164 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1989 1600 25
2 1929 1552 24
3 1890 1520 24
4 1770 1424 22
5 1571 1264 20
6 1551 1248 20
7 1532 1232 19
8 1392 1120 18
9 1372 1104 17
10 1353 1088 17
11 1174 944 15
12 1094 880 14
13 1074 864 14
14 796 640 10
15 796 640 10
16 557 448 7
17 318 256 4
18 318 256 4
19 179 144 2
20 99 80 1
21 60 48 1
22 20 16 0
23 20 16 0
24 20 16 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2022 (SP 0-8)
Generated with
F-5
5.5.1.c
Packet Pg. 1165 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 19.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:08 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 25
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3614 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3589 1 25 No No No No No No No No No No
2 4 3481 1 24 No No No No No No No No No No
3 4 3410 1 24 No No No No No No No No No No
4 4 3194 1 22 No No No No No No No No No No
5 4 2835 1 20 No No No No No No No No No No
6 4 2799 1 20 No No No No No No No No No No
7 4 2764 1 19 No No No No No No No No No No
8 4 2512 1 18 No No No No No No No No No No
9 4 2476 1 17 No No No No No No No No No No
10 4 2441 1 17 No No No No No No No No No No
11 4 2118 1 15 No No No No No No No No No No
12 4 1974 1 14 No No No No No No No No No No
13 4 1938 1 14 No No No No No No No No No No
14 4 1436 1 10 No No No No No No No No No No
15 4 1436 1 10 No No No No No No No No No No
16 4 1005 1 7 No No No No No No No No No No
17 4 574 1 4 No No No No No No No No No No
18 4 574 1 4 No No No No No No No No No No
19 4 323 1 2 No No No No No No No No No No
20 4 179 1 1 No No No No No No No No No No
21 4 108 1 1 No No No No No No No No No No
22 4 36 1 0 No No No No No No No No No No
23 4 36 1 0 No No No No No No No No No No
24 4 36 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2022 (SP 0-8)
Generated with
F-6
5.5.1.c
Packet Pg. 1166 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 105 118 21
2 102 114 20
3 100 112 20
4 93 105 19
5 83 93 17
6 82 92 16
7 81 91 16
8 74 83 15
9 72 81 14
10 71 80 14
11 62 70 12
12 58 65 12
13 57 64 11
14 42 47 8
15 42 47 8
16 29 33 6
17 17 19 3
18 17 19 3
19 9 11 2
20 5 6 1
21 3 4 1
22 1 1 0
23 1 1 0
24 1 1 0
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2022 (SP 0-8)
Generated with
F-7
5.5.1.c
Packet Pg. 1167 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.1 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:03 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 21
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 244 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 223 1 21 No No No No No No No No No No
2 1 216 1 20 No No No No No No No No No No
3 1 212 1 20 No No No No No No No No No No
4 1 198 1 19 No No No No No No No No No No
5 1 176 1 17 No No No No No No No No No No
6 1 174 1 16 No No No No No No No No No No
7 1 172 1 16 No No No No No No No No No No
8 1 157 1 15 No No No No No No No No No No
9 1 153 1 14 No No No No No No No No No No
10 1 151 1 14 No No No No No No No No No No
11 1 132 1 12 No No No No No No No No No No
12 1 123 1 12 No No No No No No No No No No
13 1 121 1 11 No No No No No No No No No No
14 1 89 1 8 No No No No No No No No No No
15 1 89 1 8 No No No No No No No No No No
16 1 62 1 6 No No No No No No No No No No
17 1 36 1 3 No No No No No No No No No No
18 1 36 1 3 No No No No No No No No No No
19 1 20 1 2 No No No No No No No No No No
20 1 11 1 1 No No No No No No No No No No
21 1 7 1 1 No No No No No No No No No No
22 1 2 1 0 No No No No No No No No No No
23 1 2 1 0 No No No No No No No No No No
24 1 2 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2022 (SP 0-8)
Generated with
F-8
5.5.1.c
Packet Pg. 1168 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 132 157 23 67
2 128 152 22 65
3 125 149 22 64
4 117 140 20 60
5 104 124 18 53
6 103 122 18 52
7 102 121 18 52
8 92 110 16 47
9 91 108 16 46
10 90 107 16 46
11 78 93 14 40
12 73 86 13 37
13 71 85 12 36
14 53 63 9 27
15 53 63 9 27
16 37 44 6 19
17 21 25 4 11
18 21 25 4 11
19 12 14 2 6
20 7 8 1 3
21 4 5 1 2
22 1 2 0 1
23 1 2 0 1
24 1 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2022 (SP 0-8)
Generated with
F-9
5.5.1.c
Packet Pg. 1169 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.6 11.8 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:03 0:13 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 23 67
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 379 379 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 289 2 67 No No No No No No No No No No
2 1 280 2 65 No No No No No No No No No No
3 1 274 2 64 No No No No No No No No No No
4 1 257 2 60 No No No No No No No No No No
5 1 228 2 53 No No No No No No No No No No
6 1 225 2 52 No No No No No No No No No No
7 1 223 2 52 No No No No No No No No No No
8 1 202 2 47 No No No No No No No No No No
9 1 199 2 46 No No No No No No No No No No
10 1 197 2 46 No No No No No No No No No No
11 1 171 2 40 No No No No No No No No No No
12 1 159 2 37 No No No No No No No No No No
13 1 156 2 36 No No No No No No No No No No
14 1 116 2 27 No No No No No No No No No No
15 1 116 2 27 No No No No No No No No No No
16 1 81 2 19 No No No No No No No No No No
17 1 46 2 11 No No No No No No No No No No
18 1 46 2 11 No No No No No No No No No No
19 1 26 2 6 No No No No No No No No No No
20 1 15 2 3 No No No No No No No No No No
21 1 9 2 2 No No No No No No No No No No
22 1 3 2 1 No No No No No No No No No No
23 1 3 2 1 No No No No No No No No No No
24 1 3 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2022 (SP 0-8)
Generated with
F-10
5.5.1.c
Packet Pg. 1170 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1733 1812 21
2 1681 1758 20
3 1646 1721 20
4 1542 1613 19
5 1369 1431 17
6 1352 1413 16
7 1334 1395 16
8 1213 1268 15
9 1196 1250 14
10 1178 1232 14
11 1022 1069 12
12 953 997 12
13 936 978 11
14 693 725 8
15 693 725 8
16 485 507 6
17 277 290 3
18 277 290 3
19 156 163 2
20 87 91 1
21 52 54 1
22 17 18 0
23 17 18 0
24 17 18 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2022 (SP 0-8)
Generated with
F-11
5.5.1.c
Packet Pg. 1171 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 23.3 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:08 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 21
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3566 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3545 1 21 No No No No No No No No No No
2 3 3439 1 20 No No No No No No No No No No
3 3 3367 1 20 No No No No No No No No No No
4 3 3155 1 19 No No No No No No No No No No
5 3 2800 1 17 No No No No No No No No No No
6 3 2765 1 16 No No No No No No No No No No
7 3 2729 1 16 No No No No No No No No No No
8 3 2481 1 15 No No No No No No No No No No
9 3 2446 1 14 No No No No No No No No No No
10 3 2410 1 14 No No No No No No No No No No
11 3 2091 1 12 No No No No No No No No No No
12 3 1950 1 12 No No No No No No No No No No
13 3 1914 1 11 No No No No No No No No No No
14 3 1418 1 8 No No No No No No No No No No
15 3 1418 1 8 No No No No No No No No No No
16 3 992 1 6 No No No No No No No No No No
17 3 567 1 3 No No No No No No No No No No
18 3 567 1 3 No No No No No No No No No No
19 3 319 1 2 No No No No No No No No No No
20 3 178 1 1 No No No No No No No No No No
21 3 106 1 1 No No No No No No No No No No
22 3 35 1 0 No No No No No No No No No No
23 3 35 1 0 No No No No No No No No No No
24 3 35 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2022 (SP 0-8)
Generated with
F-12
5.5.1.c
Packet Pg. 1172 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1753 1774 91
2 1700 1721 88
3 1665 1685 86
4 1560 1579 81
5 1385 1401 72
6 1367 1384 71
7 1350 1366 70
8 1227 1242 64
9 1210 1224 63
10 1192 1206 62
11 1034 1047 54
12 964 976 50
13 947 958 49
14 701 710 36
15 701 710 36
16 491 497 25
17 280 284 15
18 280 284 15
19 158 160 8
20 88 89 5
21 53 53 3
22 18 18 1
23 18 18 1
24 18 18 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2022 (SP 0-8)
Generated with
F-13
5.5.1.c
Packet Pg. 1173 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 28.9 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:43 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 91
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3618 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3527 1 91 No No No Yes Yes Yes Yes Yes Yes No
2 4 3421 1 88 No No No Yes Yes Yes Yes Yes Yes No
3 4 3350 1 86 No No No Yes Yes Yes Yes Yes Yes No
4 4 3139 1 81 No No No No Yes Yes Yes Yes Yes No
5 4 2786 1 72 No No No No No Yes Yes Yes No No
6 4 2751 1 71 No No No No No Yes Yes Yes No No
7 4 2716 1 70 No No No No No Yes Yes Yes No No
8 4 2469 1 64 No No No No No Yes Yes Yes No No
9 4 2434 1 63 No No No No No Yes Yes Yes No No
10 4 2398 1 62 No No No No No Yes Yes Yes No No
11 4 2081 1 54 No No No No No No Yes Yes No No
12 4 1940 1 50 No No No No No No No Yes No No
13 4 1905 1 49 No No No No No No No Yes No No
14 4 1411 1 36 No No No No No No No No No No
15 4 1411 1 36 No No No No No No No No No No
16 4 988 1 25 No No No No No No No No No No
17 4 564 1 15 No No No No No No No No No No
18 4 564 1 15 No No No No No No No No No No
19 4 318 1 8 No No No No No No No No No No
20 4 177 1 5 No No No No No No No No No No
21 4 106 1 3 No No No No No No No No No No
22 4 36 1 1 No No No No No No No No No No
23 4 36 1 1 No No No No No No No No No No
24 4 36 1 1 No No No No No No No No No No
Hours
Met 0 0 0 3 4 10 11 13 4 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2022 (SP 0-8)
Generated with
F-14
5.5.1.c
Packet Pg. 1174 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 169 149 73
2 164 145 71
3 161 142 69
4 150 133 65
5 134 118 58
6 132 116 57
7 130 115 56
8 118 104 51
9 117 103 50
10 115 101 50
11 100 88 43
12 93 82 40
13 91 80 39
14 68 60 29
15 68 60 29
16 47 42 20
17 27 24 12
18 27 24 12
19 15 13 7
20 8 7 4
21 5 4 2
22 2 1 1
23 2 1 1
24 2 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2022 (SP 0-8)
Generated with
F-15
5.5.1.c
Packet Pg. 1175 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.6 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:11 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 73
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 391 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 318 1 73 No No No No No No No No No No
2 1 309 1 71 No No No No No No No No No No
3 1 303 1 69 No No No No No No No No No No
4 1 283 1 65 No No No No No No No No No No
5 1 252 1 58 No No No No No No No No No No
6 1 248 1 57 No No No No No No No No No No
7 1 245 1 56 No No No No No No No No No No
8 1 222 1 51 No No No No No No No No No No
9 1 220 1 50 No No No No No No No No No No
10 1 216 1 50 No No No No No No No No No No
11 1 188 1 43 No No No No No No No No No No
12 1 175 1 40 No No No No No No No No No No
13 1 171 1 39 No No No No No No No No No No
14 1 128 1 29 No No No No No No No No No No
15 1 128 1 29 No No No No No No No No No No
16 1 89 1 20 No No No No No No No No No No
17 1 51 1 12 No No No No No No No No No No
18 1 51 1 12 No No No No No No No No No No
19 1 28 1 7 No No No No No No No No No No
20 1 15 1 4 No No No No No No No No No No
21 1 9 1 2 No No No No No No No No No No
22 1 3 1 1 No No No No No No No No No No
23 1 3 1 1 No No No No No No No No No No
24 1 3 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2022 (SP 0-8)
Generated with
F-16
5.5.1.c
Packet Pg. 1176 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 208 307 54 64
2 202 298 52 62
3 198 292 51 61
4 185 273 48 57
5 164 243 43 51
6 162 239 42 50
7 160 236 42 49
8 146 215 38 45
9 144 212 37 44
10 141 209 37 44
11 123 181 32 38
12 114 169 30 35
13 112 166 29 35
14 83 123 22 26
15 83 123 22 26
16 58 86 15 18
17 33 49 9 10
18 33 49 9 10
19 19 28 5 6
20 10 15 3 3
21 6 9 2 2
22 2 3 1 1
23 2 3 1 1
24 2 3 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2022 (SP 0-8)
Generated with
F-17
5.5.1.c
Packet Pg. 1177 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.6 14.3 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:09 0:15 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 54 64
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 633 633 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 515 2 64 No No No No No No No Yes No No
2 1 500 2 62 No No No No No No No Yes No No
3 1 490 2 61 No No No No No No No Yes No No
4 1 458 2 57 No No No No No No No Yes No No
5 1 407 2 51 No No No No No No No No No No
6 1 401 2 50 No No No No No No No No No No
7 1 396 2 49 No No No No No No No No No No
8 1 361 2 45 No No No No No No No No No No
9 1 356 2 44 No No No No No No No No No No
10 1 350 2 44 No No No No No No No No No No
11 1 304 2 38 No No No No No No No No No No
12 1 283 2 35 No No No No No No No No No No
13 1 278 2 35 No No No No No No No No No No
14 1 206 2 26 No No No No No No No No No No
15 1 206 2 26 No No No No No No No No No No
16 1 144 2 18 No No No No No No No No No No
17 1 82 2 10 No No No No No No No No No No
18 1 82 2 10 No No No No No No No No No No
19 1 47 2 6 No No No No No No No No No No
20 1 25 2 3 No No No No No No No No No No
21 1 15 2 2 No No No No No No No No No No
22 1 5 2 1 No No No No No No No No No No
23 1 5 2 1 No No No No No No No No No No
24 1 5 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 4 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2022 (SP 0-8)
Generated with
F-18
5.5.1.c
Packet Pg. 1178 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-II
EXISTING (2022) PLUS PROJECT LEVEL OF SERVICE
CALCULATION WORKSHEETS
OPTION 1A
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-19
5.5.1.c
Packet Pg. 1179 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2060 1663 34
2 1998 1613 33
3 1957 1580 32
4 1833 1480 30
5 1627 1314 27
6 1607 1297 27
7 1586 1281 26
8 1442 1164 24
9 1421 1147 23
10 1401 1131 23
11 1215 981 20
12 1133 915 19
13 1112 898 18
14 824 665 14
15 824 665 14
16 577 466 10
17 330 266 5
18 330 266 5
19 185 150 3
20 103 83 2
21 62 50 1
22 21 17 0
23 21 17 0
24 21 17 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-20
5.5.1.c
Packet Pg. 1180 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 21.1 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:11 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 34
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3757 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3723 1 34 No No No No No No No No No No
2 3 3611 1 33 No No No No No No No No No No
3 3 3537 1 32 No No No No No No No No No No
4 3 3313 1 30 No No No No No No No No No No
5 3 2941 1 27 No No No No No No No No No No
6 3 2904 1 27 No No No No No No No No No No
7 3 2867 1 26 No No No No No No No No No No
8 3 2606 1 24 No No No No No No No No No No
9 3 2568 1 23 No No No No No No No No No No
10 3 2532 1 23 No No No No No No No No No No
11 3 2196 1 20 No No No No No No No No No No
12 3 2048 1 19 No No No No No No No No No No
13 3 2010 1 18 No No No No No No No No No No
14 3 1489 1 14 No No No No No No No No No No
15 3 1489 1 14 No No No No No No No No No No
16 3 1043 1 10 No No No No No No No No No No
17 3 596 1 5 No No No No No No No No No No
18 3 596 1 5 No No No No No No No No No No
19 3 335 1 3 No No No No No No No No No No
20 3 186 1 2 No No No No No No No No No No
21 3 112 1 1 No No No No No No No No No No
22 3 38 1 0 No No No No No No No No No No
23 3 38 1 0 No No No No No No No No No No
24 3 38 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-21
5.5.1.c
Packet Pg. 1181 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 2034 1629 49
2 1973 1580 48
3 1932 1548 47
4 1810 1450 44
5 1607 1287 39
6 1587 1271 38
7 1566 1254 38
8 1424 1140 34
9 1403 1124 34
10 1383 1108 33
11 1200 961 29
12 1119 896 27
13 1098 880 26
14 814 652 20
15 814 652 20
16 570 456 14
17 325 261 8
18 325 261 8
19 183 147 4
20 102 81 2
21 61 49 1
22 20 16 0
23 20 16 0
24 20 16 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-22
5.5.1.c
Packet Pg. 1182 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 21 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:17 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 49
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3712 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3663 1 49 No No No No No No No Yes No No
2 4 3553 1 48 No No No No No No No Yes No No
3 4 3480 1 47 No No No No No No No Yes No No
4 4 3260 1 44 No No No No No No No Yes No No
5 4 2894 1 39 No No No No No No No No No No
6 4 2858 1 38 No No No No No No No No No No
7 4 2820 1 38 No No No No No No No No No No
8 4 2564 1 34 No No No No No No No No No No
9 4 2527 1 34 No No No No No No No No No No
10 4 2491 1 33 No No No No No No No No No No
11 4 2161 1 29 No No No No No No No No No No
12 4 2015 1 27 No No No No No No No No No No
13 4 1978 1 26 No No No No No No No No No No
14 4 1466 1 20 No No No No No No No No No No
15 4 1466 1 20 No No No No No No No No No No
16 4 1026 1 14 No No No No No No No No No No
17 4 586 1 8 No No No No No No No No No No
18 4 586 1 8 No No No No No No No No No No
19 4 330 1 4 No No No No No No No No No No
20 4 183 1 2 No No No No No No No No No No
21 4 110 1 1 No No No No No No No No No No
22 4 36 1 0 No No No No No No No No No No
23 4 36 1 0 No No No No No No No No No No
24 4 36 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 4 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-23
5.5.1.c
Packet Pg. 1183 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 140 123 70
2 136 119 68
3 133 117 67
4 125 109 62
5 111 97 55
6 109 96 55
7 108 95 54
8 98 86 49
9 97 85 48
10 95 84 48
11 83 73 41
12 77 68 39
13 76 66 38
14 56 49 28
15 56 49 28
16 39 34 20
17 22 20 11
18 22 20 11
19 13 11 6
20 7 6 4
21 4 4 2
22 1 1 1
23 1 1 1
24 1 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-24
5.5.1.c
Packet Pg. 1184 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:10 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 70
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 333 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 263 1 70 No No No No No No No No No No
2 1 255 1 68 No No No No No No No No No No
3 1 250 1 67 No No No No No No No No No No
4 1 234 1 62 No No No No No No No No No No
5 1 208 1 55 No No No No No No No No No No
6 1 205 1 55 No No No No No No No No No No
7 1 203 1 54 No No No No No No No No No No
8 1 184 1 49 No No No No No No No No No No
9 1 182 1 48 No No No No No No No No No No
10 1 179 1 48 No No No No No No No No No No
11 1 156 1 41 No No No No No No No No No No
12 1 145 1 39 No No No No No No No No No No
13 1 142 1 38 No No No No No No No No No No
14 1 105 1 28 No No No No No No No No No No
15 1 105 1 28 No No No No No No No No No No
16 1 73 1 20 No No No No No No No No No No
17 1 42 1 11 No No No No No No No No No No
18 1 42 1 11 No No No No No No No No No No
19 1 24 1 6 No No No No No No No No No No
20 1 13 1 4 No No No No No No No No No No
21 1 8 1 2 No No No No No No No No No No
22 1 2 1 1 No No No No No No No No No No
23 1 2 1 1 No No No No No No No No No No
24 1 2 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-25
5.5.1.c
Packet Pg. 1185 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 180 202 40 67
2 175 196 39 65
3 171 192 38 64
4 160 180 36 60
5 142 160 32 53
6 140 158 31 52
7 139 156 31 52
8 126 141 28 47
9 124 139 28 46
10 122 137 27 46
11 106 119 24 40
12 99 111 22 37
13 97 109 22 36
14 72 81 16 27
15 72 81 16 27
16 50 57 11 19
17 29 32 6 11
18 29 32 6 11
19 16 18 4 6
20 9 10 2 3
21 5 6 1 2
22 2 2 0 1
23 2 2 0 1
24 2 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-26
5.5.1.c
Packet Pg. 1186 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10 13.7 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:06 0:15 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 40 67
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 489 489 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 382 2 67 No No No No No No No No No No
2 1 371 2 65 No No No No No No No No No No
3 1 363 2 64 No No No No No No No No No No
4 1 340 2 60 No No No No No No No No No No
5 1 302 2 53 No No No No No No No No No No
6 1 298 2 52 No No No No No No No No No No
7 1 295 2 52 No No No No No No No No No No
8 1 267 2 47 No No No No No No No No No No
9 1 263 2 46 No No No No No No No No No No
10 1 259 2 46 No No No No No No No No No No
11 1 225 2 40 No No No No No No No No No No
12 1 210 2 37 No No No No No No No No No No
13 1 206 2 36 No No No No No No No No No No
14 1 153 2 27 No No No No No No No No No No
15 1 153 2 27 No No No No No No No No No No
16 1 107 2 19 No No No No No No No No No No
17 1 61 2 11 No No No No No No No No No No
18 1 61 2 11 No No No No No No No No No No
19 1 34 2 6 No No No No No No No No No No
20 1 19 2 3 No No No No No No No No No No
21 1 11 2 2 No No No No No No No No No No
22 1 4 2 1 No No No No No No No No No No
23 1 4 2 1 No No No No No No No No No No
24 1 4 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-27
5.5.1.c
Packet Pg. 1187 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1721 1843 69
2 1669 1788 67
3 1635 1751 66
4 1532 1640 61
5 1360 1456 55
6 1342 1438 54
7 1325 1419 53
8 1205 1290 48
9 1187 1272 48
10 1170 1253 47
11 1015 1087 41
12 947 1014 38
13 929 995 37
14 688 737 28
15 688 737 28
16 482 516 19
17 275 295 11
18 275 295 11
19 155 166 6
20 86 92 3
21 52 55 2
22 17 18 1
23 17 18 1
24 17 18 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-28
5.5.1.c
Packet Pg. 1188 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 30.6 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:35 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 69
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3633 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3564 1 69 No No No No No Yes Yes Yes No No
2 3 3457 1 67 No No No No No Yes Yes Yes No No
3 3 3386 1 66 No No No No No Yes Yes Yes No No
4 3 3172 1 61 No No No No No Yes Yes Yes No No
5 3 2816 1 55 No No No No No No Yes Yes No No
6 3 2780 1 54 No No No No No No Yes Yes No No
7 3 2744 1 53 No No No No No No Yes Yes No No
8 3 2495 1 48 No No No No No No No Yes No No
9 3 2459 1 48 No No No No No No No Yes No No
10 3 2423 1 47 No No No No No No No Yes No No
11 3 2102 1 41 No No No No No No No No No No
12 3 1961 1 38 No No No No No No No No No No
13 3 1924 1 37 No No No No No No No No No No
14 3 1425 1 28 No No No No No No No No No No
15 3 1425 1 28 No No No No No No No No No No
16 3 998 1 19 No No No No No No No No No No
17 3 570 1 11 No No No No No No No No No No
18 3 570 1 11 No No No No No No No No No No
19 3 321 1 6 No No No No No No No No No No
20 3 178 1 3 No No No No No No No No No No
21 3 107 1 2 No No No No No No No No No No
22 3 35 1 1 No No No No No No No No No No
23 3 35 1 1 No No No No No No No No No No
24 3 35 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 4 7 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-29
5.5.1.c
Packet Pg. 1189 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1795 1807 135
2 1741 1753 131
3 1705 1717 128
4 1598 1608 120
5 1418 1428 107
6 1400 1409 105
7 1382 1391 104
8 1257 1265 95
9 1239 1247 93
10 1221 1229 92
11 1059 1066 80
12 987 994 74
13 969 976 73
14 718 723 54
15 718 723 54
16 503 506 38
17 287 289 22
18 287 289 22
19 162 163 12
20 90 90 7
21 54 54 4
22 18 18 1
23 18 18 1
24 18 18 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-30
5.5.1.c
Packet Pg. 1190 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 38.5 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:26 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 135
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 3737 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3602 1 135 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 4 3494 1 131 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 4 3422 1 128 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 4 3206 1 120 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
5 4 2846 1 107 No No Yes Yes Yes Yes Yes Yes Yes Yes
6 4 2809 1 105 No No Yes Yes Yes Yes Yes Yes Yes Yes
7 4 2773 1 104 No No No Yes Yes Yes Yes Yes Yes Yes
8 4 2522 1 95 No No No Yes Yes Yes Yes Yes Yes No
9 4 2486 1 93 No No No Yes Yes Yes Yes Yes Yes No
10 4 2450 1 92 No No No Yes Yes Yes Yes Yes Yes No
11 4 2125 1 80 No No No No Yes Yes Yes Yes No No
12 4 1981 1 74 No No No No No Yes Yes Yes No No
13 4 1945 1 73 No No No No No Yes Yes Yes No No
14 4 1441 1 54 No No No No No No Yes Yes No No
15 4 1441 1 54 No No No No No No Yes Yes No No
16 4 1009 1 38 No No No No No No No No No No
17 4 576 1 22 No No No No No No No No No No
18 4 576 1 22 No No No No No No No No No No
19 4 325 1 12 No No No No No No No No No No
20 4 180 1 7 No No No No No No No No No No
21 4 108 1 4 No No No No No No No No No No
22 4 36 1 1 No No No No No No No No No No
23 4 36 1 1 No No No No No No No No No No
24 4 36 1 1 No No No No No No No No No No
Hours
Met 0 4 6 10 11 13 15 15 10 7
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-31
5.5.1.c
Packet Pg. 1191 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 206 155 164
2 200 150 159
3 196 147 156
4 183 138 146
5 163 122 130
6 161 121 128
7 159 119 126
8 144 109 115
9 142 107 113
10 140 105 112
11 122 91 97
12 113 85 90
13 111 84 89
14 82 62 66
15 82 62 66
16 58 43 46
17 33 25 26
18 33 25 26
19 19 14 15
20 10 8 8
21 6 5 5
22 2 2 2
23 2 2 2
24 2 2 2
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-32
5.5.1.c
Packet Pg. 1192 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.3 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:28 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 164
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 525 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 361 1 164 No No Yes Yes No No No No No No
2 1 350 1 159 No No Yes Yes No No No No No No
3 1 343 1 156 No No No Yes No No No No No No
4 1 321 1 146 No No No Yes No No No No No No
5 1 285 1 130 No No No Yes No No No No No No
6 1 282 1 128 No No No Yes No No No No No No
7 1 278 1 126 No No No No No No No No No No
8 1 253 1 115 No No No No No No No No No No
9 1 249 1 113 No No No No No No No No No No
10 1 245 1 112 No No No No No No No No No No
11 1 213 1 97 No No No No No No No No No No
12 1 198 1 90 No No No No No No No No No No
13 1 195 1 89 No No No No No No No No No No
14 1 144 1 66 No No No No No No No No No No
15 1 144 1 66 No No No No No No No No No No
16 1 101 1 46 No No No No No No No No No No
17 1 58 1 26 No No No No No No No No No No
18 1 58 1 26 No No No No No No No No No No
19 1 33 1 15 No No No No No No No No No No
20 1 18 1 8 No No No No No No No No No No
21 1 11 1 5 No No No No No No No No No No
22 1 4 1 2 No No No No No No No No No No
23 1 4 1 2 No No No No No No No No No No
24 1 4 1 2 No No No No No No No No No No
Hours
Met 0 0 2 6 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-33
5.5.1.c
Packet Pg. 1193 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 259 387 84 64
2 251 375 81 62
3 246 368 80 61
4 231 344 75 57
5 205 306 66 51
6 202 302 66 50
7 199 298 65 49
8 181 271 59 45
9 179 267 58 44
10 176 263 57 44
11 153 228 50 38
12 142 213 46 35
13 140 209 45 35
14 104 155 34 26
15 104 155 34 26
16 73 108 24 18
17 41 62 13 10
18 41 62 13 10
19 23 35 8 6
20 13 19 4 3
21 8 12 3 2
22 3 4 1 1
23 3 4 1 1
24 3 4 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-34
5.5.1.c
Packet Pg. 1194 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 11.6 18.3 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:16 0:19 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 84 64
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 794 794 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 646 2 84 No No No No No Yes Yes Yes No No
2 1 626 2 81 No No No No No Yes Yes Yes No No
3 1 614 2 80 No No No No No Yes Yes Yes No No
4 1 575 2 75 No No No No No No Yes Yes No No
5 1 511 2 66 No No No No No No No Yes No No
6 1 504 2 66 No No No No No No No Yes No No
7 1 497 2 65 No No No No No No No Yes No No
8 1 452 2 59 No No No No No No No Yes No No
9 1 446 2 58 No No No No No No No Yes No No
10 1 439 2 57 No No No No No No No Yes No No
11 1 381 2 50 No No No No No No No No No No
12 1 355 2 46 No No No No No No No No No No
13 1 349 2 45 No No No No No No No No No No
14 1 259 2 34 No No No No No No No No No No
15 1 259 2 34 No No No No No No No No No No
16 1 181 2 24 No No No No No No No No No No
17 1 103 2 13 No No No No No No No No No No
18 1 103 2 13 No No No No No No No No No No
19 1 58 2 8 No No No No No No No No No No
20 1 32 2 4 No No No No No No No No No No
21 1 20 2 3 No No No No No No No No No No
22 1 7 2 1 No No No No No No No No No No
23 1 7 2 1 No No No No No No No No No No
24 1 7 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 3 4 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-35
5.5.1.c
Packet Pg. 1195 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-III
EXISTING (2022) PLUS PROJECT LEVEL OF SERVICE
CALCULATION WORKSHEETS
OPTION 1B
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-36
5.5.1.c
Packet Pg. 1196 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2074 1675 28
2 2012 1625 27
3 1970 1591 27
4 1846 1491 25
5 1638 1323 22
6 1618 1307 22
7 1597 1290 22
8 1452 1173 20
9 1431 1156 19
10 1410 1139 19
11 1224 988 17
12 1141 921 15
13 1120 905 15
14 830 670 11
15 830 670 11
16 581 469 8
17 332 268 4
18 332 268 4
19 187 151 3
20 104 84 1
21 62 50 1
22 21 17 0
23 21 17 0
24 21 17 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-37
5.5.1.c
Packet Pg. 1197 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 20.8 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:09 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 28
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3777 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3749 1 28 No No No No No No No No No No
2 3 3637 1 27 No No No No No No No No No No
3 3 3561 1 27 No No No No No No No No No No
4 3 3337 1 25 No No No No No No No No No No
5 3 2961 1 22 No No No No No No No No No No
6 3 2925 1 22 No No No No No No No No No No
7 3 2887 1 22 No No No No No No No No No No
8 3 2625 1 20 No No No No No No No No No No
9 3 2587 1 19 No No No No No No No No No No
10 3 2549 1 19 No No No No No No No No No No
11 3 2212 1 17 No No No No No No No No No No
12 3 2062 1 15 No No No No No No No No No No
13 3 2025 1 15 No No No No No No No No No No
14 3 1500 1 11 No No No No No No No No No No
15 3 1500 1 11 No No No No No No No No No No
16 3 1050 1 8 No No No No No No No No No No
17 3 600 1 4 No No No No No No No No No No
18 3 600 1 4 No No No No No No No No No No
19 3 338 1 3 No No No No No No No No No No
20 3 188 1 1 No No No No No No No No No No
21 3 112 1 1 No No No No No No No No No No
22 3 38 1 0 No No No No No No No No No No
23 3 38 1 0 No No No No No No No No No No
24 3 38 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-38
5.5.1.c
Packet Pg. 1198 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 2041 1636 45
2 1980 1587 44
3 1939 1554 43
4 1816 1456 40
5 1612 1292 36
6 1592 1276 35
7 1572 1260 35
8 1429 1145 31
9 1408 1129 31
10 1388 1112 31
11 1204 965 27
12 1123 900 25
13 1102 883 24
14 816 654 18
15 816 654 18
16 571 458 13
17 327 262 7
18 327 262 7
19 184 147 4
20 102 82 2
21 61 49 1
22 20 16 0
23 20 16 0
24 20 16 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-39
5.5.1.c
Packet Pg. 1199 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 20.8 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:15 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 45
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3722 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3677 1 45 No No No No No No No Yes No No
2 4 3567 1 44 No No No No No No No Yes No No
3 4 3493 1 43 No No No No No No No Yes No No
4 4 3272 1 40 No No No No No No No No No No
5 4 2904 1 36 No No No No No No No No No No
6 4 2868 1 35 No No No No No No No No No No
7 4 2832 1 35 No No No No No No No No No No
8 4 2574 1 31 No No No No No No No No No No
9 4 2537 1 31 No No No No No No No No No No
10 4 2500 1 31 No No No No No No No No No No
11 4 2169 1 27 No No No No No No No No No No
12 4 2023 1 25 No No No No No No No No No No
13 4 1985 1 24 No No No No No No No No No No
14 4 1470 1 18 No No No No No No No No No No
15 4 1470 1 18 No No No No No No No No No No
16 4 1029 1 13 No No No No No No No No No No
17 4 589 1 7 No No No No No No No No No No
18 4 589 1 7 No No No No No No No No No No
19 4 331 1 4 No No No No No No No No No No
20 4 184 1 2 No No No No No No No No No No
21 4 110 1 1 No No No No No No No No No No
22 4 36 1 0 No No No No No No No No No No
23 4 36 1 0 No No No No No No No No No No
24 4 36 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 3 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-40
5.5.1.c
Packet Pg. 1200 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 143 125 64
2 139 121 62
3 136 119 61
4 127 111 57
5 113 99 51
6 112 98 50
7 110 96 49
8 100 88 45
9 99 86 44
10 97 85 44
11 84 74 38
12 79 69 35
13 77 68 35
14 57 50 26
15 57 50 26
16 40 35 18
17 23 20 10
18 23 20 10
19 13 11 6
20 7 6 3
21 4 4 2
22 1 1 1
23 1 1 1
24 1 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-41
5.5.1.c
Packet Pg. 1201 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:10 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 64
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 332 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 268 1 64 No No No No No No No No No No
2 1 260 1 62 No No No No No No No No No No
3 1 255 1 61 No No No No No No No No No No
4 1 238 1 57 No No No No No No No No No No
5 1 212 1 51 No No No No No No No No No No
6 1 210 1 50 No No No No No No No No No No
7 1 206 1 49 No No No No No No No No No No
8 1 188 1 45 No No No No No No No No No No
9 1 185 1 44 No No No No No No No No No No
10 1 182 1 44 No No No No No No No No No No
11 1 158 1 38 No No No No No No No No No No
12 1 148 1 35 No No No No No No No No No No
13 1 145 1 35 No No No No No No No No No No
14 1 107 1 26 No No No No No No No No No No
15 1 107 1 26 No No No No No No No No No No
16 1 75 1 18 No No No No No No No No No No
17 1 43 1 10 No No No No No No No No No No
18 1 43 1 10 No No No No No No No No No No
19 1 24 1 6 No No No No No No No No No No
20 1 13 1 3 No No No No No No No No No No
21 1 8 1 2 No No No No No No No No No No
22 1 2 1 1 No No No No No No No No No No
23 1 2 1 1 No No No No No No No No No No
24 1 2 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-42
5.5.1.c
Packet Pg. 1202 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 183 198 38 67
2 178 192 37 65
3 174 188 36 64
4 163 176 34 60
5 145 156 30 53
6 143 154 30 52
7 141 152 29 52
8 128 139 27 47
9 126 137 26 46
10 124 135 26 46
11 108 117 22 40
12 101 109 21 37
13 99 107 21 36
14 73 79 15 27
15 73 79 15 27
16 51 55 11 19
17 29 32 6 11
18 29 32 6 11
19 16 18 3 6
20 9 10 2 3
21 5 6 1 2
22 2 2 0 1
23 2 2 0 1
24 2 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-43
5.5.1.c
Packet Pg. 1203 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10 13.7 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:06 0:15 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 38 67
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 486 486 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 381 2 67 No No No No No No No No No No
2 1 370 2 65 No No No No No No No No No No
3 1 362 2 64 No No No No No No No No No No
4 1 339 2 60 No No No No No No No No No No
5 1 301 2 53 No No No No No No No No No No
6 1 297 2 52 No No No No No No No No No No
7 1 293 2 52 No No No No No No No No No No
8 1 267 2 47 No No No No No No No No No No
9 1 263 2 46 No No No No No No No No No No
10 1 259 2 46 No No No No No No No No No No
11 1 225 2 40 No No No No No No No No No No
12 1 210 2 37 No No No No No No No No No No
13 1 206 2 36 No No No No No No No No No No
14 1 152 2 27 No No No No No No No No No No
15 1 152 2 27 No No No No No No No No No No
16 1 106 2 19 No No No No No No No No No No
17 1 61 2 11 No No No No No No No No No No
18 1 61 2 11 No No No No No No No No No No
19 1 34 2 6 No No No No No No No No No No
20 1 19 2 3 No No No No No No No No No No
21 1 11 2 2 No No No No No No No No No No
22 1 4 2 1 No No No No No No No No No No
23 1 4 2 1 No No No No No No No No No No
24 1 4 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-44
5.5.1.c
Packet Pg. 1204 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1725 1845 68
2 1673 1790 66
3 1639 1753 65
4 1535 1642 61
5 1363 1458 54
6 1346 1439 53
7 1328 1421 52
8 1208 1292 48
9 1190 1273 47
10 1173 1255 46
11 1018 1089 40
12 949 1015 37
13 932 996 37
14 690 738 27
15 690 738 27
16 483 517 19
17 276 295 11
18 276 295 11
19 155 166 6
20 86 92 3
21 52 55 2
22 17 18 1
23 17 18 1
24 17 18 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-45
5.5.1.c
Packet Pg. 1205 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 30.3 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:34 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 68
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3638 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3570 1 68 No No No No No Yes Yes Yes No No
2 3 3463 1 66 No No No No No Yes Yes Yes No No
3 3 3392 1 65 No No No No No Yes Yes Yes No No
4 3 3177 1 61 No No No No No Yes Yes Yes No No
5 3 2821 1 54 No No No No No No Yes Yes No No
6 3 2785 1 53 No No No No No No Yes Yes No No
7 3 2749 1 52 No No No No No No Yes Yes No No
8 3 2500 1 48 No No No No No No No Yes No No
9 3 2463 1 47 No No No No No No No Yes No No
10 3 2428 1 46 No No No No No No No Yes No No
11 3 2107 1 40 No No No No No No No No No No
12 3 1964 1 37 No No No No No No No No No No
13 3 1928 1 37 No No No No No No No No No No
14 3 1428 1 27 No No No No No No No No No No
15 3 1428 1 27 No No No No No No No No No No
16 3 1000 1 19 No No No No No No No No No No
17 3 571 1 11 No No No No No No No No No No
18 3 571 1 11 No No No No No No No No No No
19 3 321 1 6 No No No No No No No No No No
20 3 178 1 3 No No No No No No No No No No
21 3 107 1 2 No No No No No No No No No No
22 3 35 1 1 No No No No No No No No No No
23 3 35 1 1 No No No No No No No No No No
24 3 35 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 4 7 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-46
5.5.1.c
Packet Pg. 1206 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1798 1809 137
2 1744 1755 133
3 1708 1719 130
4 1600 1610 122
5 1420 1429 108
6 1402 1411 107
7 1384 1393 105
8 1259 1266 96
9 1241 1248 95
10 1223 1230 93
11 1061 1067 81
12 989 995 75
13 971 977 74
14 719 724 55
15 719 724 55
16 503 507 38
17 288 289 22
18 288 289 22
19 162 163 12
20 90 90 7
21 54 54 4
22 18 18 1
23 18 18 1
24 18 18 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-47
5.5.1.c
Packet Pg. 1207 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 39.2 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:29 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 137
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 3744 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3607 1 137 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 4 3499 1 133 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 4 3427 1 130 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 4 3210 1 122 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
5 4 2849 1 108 No No Yes Yes Yes Yes Yes Yes Yes Yes
6 4 2813 1 107 No No Yes Yes Yes Yes Yes Yes Yes Yes
7 4 2777 1 105 No No Yes Yes Yes Yes Yes Yes Yes Yes
8 4 2525 1 96 No No No Yes Yes Yes Yes Yes Yes No
9 4 2489 1 95 No No No Yes Yes Yes Yes Yes Yes No
10 4 2453 1 93 No No No Yes Yes Yes Yes Yes Yes No
11 4 2128 1 81 No No No No Yes Yes Yes Yes Yes No
12 4 1984 1 75 No No No No Yes Yes Yes Yes No No
13 4 1948 1 74 No No No No No Yes Yes Yes No No
14 4 1443 1 55 No No No No No No Yes Yes No No
15 4 1443 1 55 No No No No No No Yes Yes No No
16 4 1010 1 38 No No No No No No No No No No
17 4 577 1 22 No No No No No No No No No No
18 4 577 1 22 No No No No No No No No No No
19 4 325 1 12 No No No No No No No No No No
20 4 180 1 7 No No No No No No No No No No
21 4 108 1 4 No No No No No No No No No No
22 4 36 1 1 No No No No No No No No No No
23 4 36 1 1 No No No No No No No No No No
24 4 36 1 1 No No No No No No No No No No
Hours
Met 0 4 7 10 12 13 15 15 11 7
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-48
5.5.1.c
Packet Pg. 1208 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 208 154 164
2 202 149 159
3 198 146 156
4 185 137 146
5 164 122 130
6 162 120 128
7 160 119 126
8 146 108 115
9 144 106 113
10 141 105 112
11 123 91 97
12 114 85 90
13 112 83 89
14 83 62 66
15 83 62 66
16 58 43 46
17 33 25 26
18 33 25 26
19 19 14 15
20 10 8 8
21 6 5 5
22 2 2 2
23 2 2 2
24 2 2 2
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-49
5.5.1.c
Packet Pg. 1209 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.3 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:28 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 164
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 526 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 362 1 164 No No Yes Yes No No No No No No
2 1 351 1 159 No No Yes Yes No No No No No No
3 1 344 1 156 No No No Yes No No No No No No
4 1 322 1 146 No No No Yes No No No No No No
5 1 286 1 130 No No No Yes No No No No No No
6 1 282 1 128 No No No Yes No No No No No No
7 1 279 1 126 No No No No No No No No No No
8 1 254 1 115 No No No No No No No No No No
9 1 250 1 113 No No No No No No No No No No
10 1 246 1 112 No No No No No No No No No No
11 1 214 1 97 No No No No No No No No No No
12 1 199 1 90 No No No No No No No No No No
13 1 195 1 89 No No No No No No No No No No
14 1 145 1 66 No No No No No No No No No No
15 1 145 1 66 No No No No No No No No No No
16 1 101 1 46 No No No No No No No No No No
17 1 58 1 26 No No No No No No No No No No
18 1 58 1 26 No No No No No No No No No No
19 1 33 1 15 No No No No No No No No No No
20 1 18 1 8 No No No No No No No No No No
21 1 11 1 5 No No No No No No No No No No
22 1 4 1 2 No No No No No No No No No No
23 1 4 1 2 No No No No No No No No No No
24 1 4 1 2 No No No No No No No No No No
Hours
Met 0 0 2 6 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-50
5.5.1.c
Packet Pg. 1210 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 262 387 84 64
2 254 375 81 62
3 249 368 80 61
4 233 344 75 57
5 207 306 66 51
6 204 302 66 50
7 202 298 65 49
8 183 271 59 45
9 181 267 58 44
10 178 263 57 44
11 155 228 50 38
12 144 213 46 35
13 141 209 45 35
14 105 155 34 26
15 105 155 34 26
16 73 108 24 18
17 42 62 13 10
18 42 62 13 10
19 24 35 8 6
20 13 19 4 3
21 8 12 3 2
22 3 4 1 1
23 3 4 1 1
24 3 4 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-51
5.5.1.c
Packet Pg. 1211 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 11.6 18.5 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:16 0:19 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 84 64
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 797 797 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 649 2 84 No No No No No Yes Yes Yes No No
2 1 629 2 81 No No No No No Yes Yes Yes No No
3 1 617 2 80 No No No No No Yes Yes Yes No No
4 1 577 2 75 No No No No No No Yes Yes No No
5 1 513 2 66 No No No No No No No Yes No No
6 1 506 2 66 No No No No No No No Yes No No
7 1 500 2 65 No No No No No No No Yes No No
8 1 454 2 59 No No No No No No No Yes No No
9 1 448 2 58 No No No No No No No Yes No No
10 1 441 2 57 No No No No No No No Yes No No
11 1 383 2 50 No No No No No No No No No No
12 1 357 2 46 No No No No No No No No No No
13 1 350 2 45 No No No No No No No No No No
14 1 260 2 34 No No No No No No No No No No
15 1 260 2 34 No No No No No No No No No No
16 1 181 2 24 No No No No No No No No No No
17 1 104 2 13 No No No No No No No No No No
18 1 104 2 13 No No No No No No No No No No
19 1 59 2 8 No No No No No No No No No No
20 1 32 2 4 No No No No No No No No No No
21 1 20 2 3 No No No No No No No No No No
22 1 7 2 1 No No No No No No No No No No
23 1 7 2 1 No No No No No No No No No No
24 1 7 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 3 4 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-52
5.5.1.c
Packet Pg. 1212 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-IV
EXISTING (2022) PLUS PROJECT LEVEL OF SERVICE
CALCULATION WORKSHEETS
OPTION 2A
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-53
5.5.1.c
Packet Pg. 1213 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2061 1667 35
2 1999 1617 34
3 1958 1584 33
4 1834 1484 31
5 1628 1317 28
6 1608 1300 27
7 1587 1284 27
8 1443 1167 25
9 1422 1150 24
10 1401 1134 24
11 1216 984 21
12 1134 917 19
13 1113 900 19
14 824 667 14
15 824 667 14
16 577 467 10
17 330 267 6
18 330 267 6
19 185 150 3
20 103 83 2
21 62 50 1
22 21 17 0
23 21 17 0
24 21 17 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-54
5.5.1.c
Packet Pg. 1214 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 21.2 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:12 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 35
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3763 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3728 1 35 No No No No No No No No No No
2 3 3616 1 34 No No No No No No No No No No
3 3 3542 1 33 No No No No No No No No No No
4 3 3318 1 31 No No No No No No No No No No
5 3 2945 1 28 No No No No No No No No No No
6 3 2908 1 27 No No No No No No No No No No
7 3 2871 1 27 No No No No No No No No No No
8 3 2610 1 25 No No No No No No No No No No
9 3 2572 1 24 No No No No No No No No No No
10 3 2535 1 24 No No No No No No No No No No
11 3 2200 1 21 No No No No No No No No No No
12 3 2051 1 19 No No No No No No No No No No
13 3 2013 1 19 No No No No No No No No No No
14 3 1491 1 14 No No No No No No No No No No
15 3 1491 1 14 No No No No No No No No No No
16 3 1044 1 10 No No No No No No No No No No
17 3 597 1 6 No No No No No No No No No No
18 3 597 1 6 No No No No No No No No No No
19 3 335 1 3 No No No No No No No No No No
20 3 186 1 2 No No No No No No No No No No
21 3 112 1 1 No No No No No No No No No No
22 3 38 1 0 No No No No No No No No No No
23 3 38 1 0 No No No No No No No No No No
24 3 38 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-55
5.5.1.c
Packet Pg. 1215 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 2036 1631 50
2 1975 1582 49
3 1934 1549 48
4 1812 1452 45
5 1608 1288 40
6 1588 1272 39
7 1568 1256 39
8 1425 1142 35
9 1405 1125 35
10 1384 1109 34
11 1201 962 30
12 1120 897 28
13 1099 881 27
14 814 652 20
15 814 652 20
16 570 457 14
17 326 261 8
18 326 261 8
19 183 147 5
20 102 82 3
21 61 49 2
22 20 16 1
23 20 16 1
24 20 16 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-56
5.5.1.c
Packet Pg. 1216 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 21.1 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:17 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 50
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3717 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3667 1 50 No No No No No No No Yes No No
2 4 3557 1 49 No No No No No No No Yes No No
3 4 3483 1 48 No No No No No No No Yes No No
4 4 3264 1 45 No No No No No No No Yes No No
5 4 2896 1 40 No No No No No No No No No No
6 4 2860 1 39 No No No No No No No No No No
7 4 2824 1 39 No No No No No No No No No No
8 4 2567 1 35 No No No No No No No No No No
9 4 2530 1 35 No No No No No No No No No No
10 4 2493 1 34 No No No No No No No No No No
11 4 2163 1 30 No No No No No No No No No No
12 4 2017 1 28 No No No No No No No No No No
13 4 1980 1 27 No No No No No No No No No No
14 4 1466 1 20 No No No No No No No No No No
15 4 1466 1 20 No No No No No No No No No No
16 4 1027 1 14 No No No No No No No No No No
17 4 587 1 8 No No No No No No No No No No
18 4 587 1 8 No No No No No No No No No No
19 4 330 1 5 No No No No No No No No No No
20 4 184 1 3 No No No No No No No No No No
21 4 110 1 2 No No No No No No No No No No
22 4 36 1 1 No No No No No No No No No No
23 4 36 1 1 No No No No No No No No No No
24 4 36 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 4 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-57
5.5.1.c
Packet Pg. 1217 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 141 124 72
2 137 120 70
3 134 118 68
4 125 110 64
5 111 98 57
6 110 97 56
7 109 95 55
8 99 87 50
9 97 86 50
10 96 84 49
11 83 73 42
12 78 68 40
13 76 67 39
14 56 50 29
15 56 50 29
16 39 35 20
17 23 20 12
18 23 20 12
19 13 11 6
20 7 6 4
21 4 4 2
22 1 1 1
23 1 1 1
24 1 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-58
5.5.1.c
Packet Pg. 1218 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:11 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 72
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 337 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 265 1 72 No No No No No No No No No No
2 1 257 1 70 No No No No No No No No No No
3 1 252 1 68 No No No No No No No No No No
4 1 235 1 64 No No No No No No No No No No
5 1 209 1 57 No No No No No No No No No No
6 1 207 1 56 No No No No No No No No No No
7 1 204 1 55 No No No No No No No No No No
8 1 186 1 50 No No No No No No No No No No
9 1 183 1 50 No No No No No No No No No No
10 1 180 1 49 No No No No No No No No No No
11 1 156 1 42 No No No No No No No No No No
12 1 146 1 40 No No No No No No No No No No
13 1 143 1 39 No No No No No No No No No No
14 1 106 1 29 No No No No No No No No No No
15 1 106 1 29 No No No No No No No No No No
16 1 74 1 20 No No No No No No No No No No
17 1 43 1 12 No No No No No No No No No No
18 1 43 1 12 No No No No No No No No No No
19 1 24 1 6 No No No No No No No No No No
20 1 13 1 4 No No No No No No No No No No
21 1 8 1 2 No No No No No No No No No No
22 1 2 1 1 No No No No No No No No No No
23 1 2 1 1 No No No No No No No No No No
24 1 2 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-59
5.5.1.c
Packet Pg. 1219 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 181 204 41 67
2 176 198 40 65
3 172 194 39 64
4 161 182 36 60
5 143 161 32 53
6 141 159 32 52
7 139 157 32 52
8 127 143 29 47
9 125 141 28 46
10 123 139 28 46
11 107 120 24 40
12 100 112 23 37
13 98 110 22 36
14 72 82 16 27
15 72 82 16 27
16 51 57 11 19
17 29 33 7 11
18 29 33 7 11
19 16 18 4 6
20 9 10 2 3
21 5 6 1 2
22 2 2 0 1
23 2 2 0 1
24 2 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-60
5.5.1.c
Packet Pg. 1220 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10 13.8 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:06 0:15 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 41 67
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 493 493 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 385 2 67 No No No No No No No No No No
2 1 374 2 65 No No No No No No No No No No
3 1 366 2 64 No No No No No No No No No No
4 1 343 2 60 No No No No No No No No No No
5 1 304 2 53 No No No No No No No No No No
6 1 300 2 52 No No No No No No No No No No
7 1 296 2 52 No No No No No No No No No No
8 1 270 2 47 No No No No No No No No No No
9 1 266 2 46 No No No No No No No No No No
10 1 262 2 46 No No No No No No No No No No
11 1 227 2 40 No No No No No No No No No No
12 1 212 2 37 No No No No No No No No No No
13 1 208 2 36 No No No No No No No No No No
14 1 154 2 27 No No No No No No No No No No
15 1 154 2 27 No No No No No No No No No No
16 1 108 2 19 No No No No No No No No No No
17 1 62 2 11 No No No No No No No No No No
18 1 62 2 11 No No No No No No No No No No
19 1 34 2 6 No No No No No No No No No No
20 1 19 2 3 No No No No No No No No No No
21 1 11 2 2 No No No No No No No No No No
22 1 4 2 1 No No No No No No No No No No
23 1 4 2 1 No No No No No No No No No No
24 1 4 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-61
5.5.1.c
Packet Pg. 1221 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1721 1845 73
2 1669 1790 71
3 1635 1753 69
4 1532 1642 65
5 1360 1458 58
6 1342 1439 57
7 1325 1421 56
8 1205 1292 51
9 1187 1273 50
10 1170 1255 50
11 1015 1089 43
12 947 1015 40
13 929 996 39
14 688 738 29
15 688 738 29
16 482 517 20
17 275 295 12
18 275 295 12
19 155 166 7
20 86 92 4
21 52 55 2
22 17 18 1
23 17 18 1
24 17 18 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-62
5.5.1.c
Packet Pg. 1222 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 31.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:38 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 73
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3639 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3566 1 73 No No No No No Yes Yes Yes No No
2 3 3459 1 71 No No No No No Yes Yes Yes No No
3 3 3388 1 69 No No No No No Yes Yes Yes No No
4 3 3174 1 65 No No No No No Yes Yes Yes No No
5 3 2818 1 58 No No No No No No Yes Yes No No
6 3 2781 1 57 No No No No No No Yes Yes No No
7 3 2746 1 56 No No No No No No Yes Yes No No
8 3 2497 1 51 No No No No No No No Yes No No
9 3 2460 1 50 No No No No No No No Yes No No
10 3 2425 1 50 No No No No No No No Yes No No
11 3 2104 1 43 No No No No No No No Yes No No
12 3 1962 1 40 No No No No No No No No No No
13 3 1925 1 39 No No No No No No No No No No
14 3 1426 1 29 No No No No No No No No No No
15 3 1426 1 29 No No No No No No No No No No
16 3 999 1 20 No No No No No No No No No No
17 3 570 1 12 No No No No No No No No No No
18 3 570 1 12 No No No No No No No No No No
19 3 321 1 7 No No No No No No No No No No
20 3 178 1 4 No No No No No No No No No No
21 3 107 1 2 No No No No No No No No No No
22 3 35 1 1 No No No No No No No No No No
23 3 35 1 1 No No No No No No No No No No
24 3 35 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 4 7 11 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-63
5.5.1.c
Packet Pg. 1223 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1798 1810 140
2 1744 1756 136
3 1708 1720 133
4 1600 1611 125
5 1420 1430 111
6 1402 1412 109
7 1384 1394 108
8 1259 1267 98
9 1241 1249 97
10 1223 1231 95
11 1061 1068 83
12 989 996 77
13 971 977 76
14 719 724 56
15 719 724 56
16 503 507 39
17 288 290 22
18 288 290 22
19 162 163 13
20 90 91 7
21 54 54 4
22 18 18 1
23 18 18 1
24 18 18 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-64
5.5.1.c
Packet Pg. 1224 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 40 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:33 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 140
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 3748 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3608 1 140 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 4 3500 1 136 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 4 3428 1 133 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 4 3211 1 125 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
5 4 2850 1 111 No No Yes Yes Yes Yes Yes Yes Yes Yes
6 4 2814 1 109 No No Yes Yes Yes Yes Yes Yes Yes Yes
7 4 2778 1 108 No No Yes Yes Yes Yes Yes Yes Yes Yes
8 4 2526 1 98 No No No Yes Yes Yes Yes Yes Yes No
9 4 2490 1 97 No No No Yes Yes Yes Yes Yes Yes No
10 4 2454 1 95 No No No Yes Yes Yes Yes Yes Yes No
11 4 2129 1 83 No No No No Yes Yes Yes Yes Yes No
12 4 1985 1 77 No No No No Yes Yes Yes Yes No No
13 4 1948 1 76 No No No No Yes Yes Yes Yes No No
14 4 1443 1 56 No No No No No No Yes Yes No No
15 4 1443 1 56 No No No No No No Yes Yes No No
16 4 1010 1 39 No No No No No No No No No No
17 4 578 1 22 No No No No No No No No No No
18 4 578 1 22 No No No No No No No No No No
19 4 325 1 13 No No No No No No No No No No
20 4 181 1 7 No No No No No No No No No No
21 4 108 1 4 No No No No No No No No No No
22 4 36 1 1 No No No No No No No No No No
23 4 36 1 1 No No No No No No No No No No
24 4 36 1 1 No No No No No No No No No No
Hours
Met 0 4 7 10 13 13 15 15 11 7
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-65
5.5.1.c
Packet Pg. 1225 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 210 155 169
2 204 150 164
3 200 147 161
4 187 138 150
5 166 122 134
6 164 121 132
7 162 119 130
8 147 109 118
9 145 107 117
10 143 105 115
11 124 91 100
12 116 85 93
13 113 84 91
14 84 62 68
15 84 62 68
16 59 43 47
17 34 25 27
18 34 25 27
19 19 14 15
20 11 8 8
21 6 5 5
22 2 2 2
23 2 2 2
24 2 2 2
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-66
5.5.1.c
Packet Pg. 1226 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.3 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:29 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 169
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 534 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 365 1 169 No No Yes Yes No No No No No No
2 1 354 1 164 No No Yes Yes No No No No No No
3 1 347 1 161 No No No Yes No No No No No No
4 1 325 1 150 No No No Yes No No No No No No
5 1 288 1 134 No No No Yes No No No No No No
6 1 285 1 132 No No No Yes No No No No No No
7 1 281 1 130 No No No Yes No No No No No No
8 1 256 1 118 No No No No No No No No No No
9 1 252 1 117 No No No No No No No No No No
10 1 248 1 115 No No No No No No No No No No
11 1 215 1 100 No No No No No No No No No No
12 1 201 1 93 No No No No No No No No No No
13 1 197 1 91 No No No No No No No No No No
14 1 146 1 68 No No No No No No No No No No
15 1 146 1 68 No No No No No No No No No No
16 1 102 1 47 No No No No No No No No No No
17 1 59 1 27 No No No No No No No No No No
18 1 59 1 27 No No No No No No No No No No
19 1 33 1 15 No No No No No No No No No No
20 1 19 1 8 No No No No No No No No No No
21 1 11 1 5 No No No No No No No No No No
22 1 4 1 2 No No No No No No No No No No
23 1 4 1 2 No No No No No No No No No No
24 1 4 1 2 No No No No No No No No No No
Hours
Met 0 0 2 7 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-67
5.5.1.c
Packet Pg. 1227 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 265 393 87 64
2 257 381 84 62
3 252 373 83 61
4 236 350 77 57
5 209 310 69 51
6 207 307 68 50
7 204 303 67 49
8 186 275 61 45
9 183 271 60 44
10 180 267 59 44
11 156 232 51 38
12 146 216 48 35
13 143 212 47 35
14 106 157 35 26
15 106 157 35 26
16 74 110 24 18
17 42 63 14 10
18 42 63 14 10
19 24 35 8 6
20 13 20 4 3
21 8 12 3 2
22 3 4 1 1
23 3 4 1 1
24 3 4 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-68
5.5.1.c
Packet Pg. 1228 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 11.7 18.9 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:17 0:20 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 87 64
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 809 809 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 658 2 87 No No No No No Yes Yes Yes No No
2 1 638 2 84 No No No No No Yes Yes Yes No No
3 1 625 2 83 No No No No No Yes Yes Yes No No
4 1 586 2 77 No No No No No No Yes Yes No No
5 1 519 2 69 No No No No No No No Yes No No
6 1 514 2 68 No No No No No No No Yes No No
7 1 507 2 67 No No No No No No No Yes No No
8 1 461 2 61 No No No No No No No Yes No No
9 1 454 2 60 No No No No No No No Yes No No
10 1 447 2 59 No No No No No No No Yes No No
11 1 388 2 51 No No No No No No No No No No
12 1 362 2 48 No No No No No No No No No No
13 1 355 2 47 No No No No No No No No No No
14 1 263 2 35 No No No No No No No No No No
15 1 263 2 35 No No No No No No No No No No
16 1 184 2 24 No No No No No No No No No No
17 1 105 2 14 No No No No No No No No No No
18 1 105 2 14 No No No No No No No No No No
19 1 59 2 8 No No No No No No No No No No
20 1 33 2 4 No No No No No No No No No No
21 1 20 2 3 No No No No No No No No No No
22 1 7 2 1 No No No No No No No No No No
23 1 7 2 1 No No No No No No No No No No
24 1 7 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 3 4 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-69
5.5.1.c
Packet Pg. 1229 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-V
EXISTING (2022) PLUS PROJECT LEVEL OF SERVICE
CALCULATION WORKSHEETS
OPTION 2B
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-70
5.5.1.c
Packet Pg. 1230 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2075 1678 29
2 2013 1628 28
3 1971 1594 28
4 1847 1493 26
5 1639 1326 23
6 1619 1309 23
7 1598 1292 22
8 1453 1175 20
9 1432 1158 20
10 1411 1141 20
11 1224 990 17
12 1141 923 16
13 1121 906 16
14 830 671 12
15 830 671 12
16 581 470 8
17 332 268 5
18 332 268 5
19 187 151 3
20 104 84 1
21 62 50 1
22 21 17 0
23 21 17 0
24 21 17 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-71
5.5.1.c
Packet Pg. 1231 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 20.9 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:10 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 29
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3782 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3753 1 29 No No No No No No No No No No
2 3 3641 1 28 No No No No No No No No No No
3 3 3565 1 28 No No No No No No No No No No
4 3 3340 1 26 No No No No No No No No No No
5 3 2965 1 23 No No No No No No No No No No
6 3 2928 1 23 No No No No No No No No No No
7 3 2890 1 22 No No No No No No No No No No
8 3 2628 1 20 No No No No No No No No No No
9 3 2590 1 20 No No No No No No No No No No
10 3 2552 1 20 No No No No No No No No No No
11 3 2214 1 17 No No No No No No No No No No
12 3 2064 1 16 No No No No No No No No No No
13 3 2027 1 16 No No No No No No No No No No
14 3 1501 1 12 No No No No No No No No No No
15 3 1501 1 12 No No No No No No No No No No
16 3 1051 1 8 No No No No No No No No No No
17 3 600 1 5 No No No No No No No No No No
18 3 600 1 5 No No No No No No No No No No
19 3 338 1 3 No No No No No No No No No No
20 3 188 1 1 No No No No No No No No No No
21 3 112 1 1 No No No No No No No No No No
22 3 38 1 0 No No No No No No No No No No
23 3 38 1 0 No No No No No No No No No No
24 3 38 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-72
5.5.1.c
Packet Pg. 1232 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 2043 1637 46
2 1982 1588 45
3 1941 1555 44
4 1818 1457 41
5 1614 1293 36
6 1594 1277 36
7 1573 1260 35
8 1430 1146 32
9 1410 1130 32
10 1389 1113 31
11 1205 966 27
12 1124 900 25
13 1103 884 25
14 817 655 18
15 817 655 18
16 572 458 13
17 327 262 7
18 327 262 7
19 184 147 4
20 102 82 2
21 61 49 1
22 20 16 0
23 20 16 0
24 20 16 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-73
5.5.1.c
Packet Pg. 1233 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 20.9 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:16 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 46
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3726 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3680 1 46 No No No No No No No Yes No No
2 4 3570 1 45 No No No No No No No Yes No No
3 4 3496 1 44 No No No No No No No Yes No No
4 4 3275 1 41 No No No No No No No No No No
5 4 2907 1 36 No No No No No No No No No No
6 4 2871 1 36 No No No No No No No No No No
7 4 2833 1 35 No No No No No No No No No No
8 4 2576 1 32 No No No No No No No No No No
9 4 2540 1 32 No No No No No No No No No No
10 4 2502 1 31 No No No No No No No No No No
11 4 2171 1 27 No No No No No No No No No No
12 4 2024 1 25 No No No No No No No No No No
13 4 1987 1 25 No No No No No No No No No No
14 4 1472 1 18 No No No No No No No No No No
15 4 1472 1 18 No No No No No No No No No No
16 4 1030 1 13 No No No No No No No No No No
17 4 589 1 7 No No No No No No No No No No
18 4 589 1 7 No No No No No No No No No No
19 4 331 1 4 No No No No No No No No No No
20 4 184 1 2 No No No No No No No No No No
21 4 110 1 1 No No No No No No No No No No
22 4 36 1 0 No No No No No No No No No No
23 4 36 1 0 No No No No No No No No No No
24 4 36 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 3 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-74
5.5.1.c
Packet Pg. 1234 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 144 125 66
2 140 121 64
3 137 119 63
4 128 111 59
5 114 99 52
6 112 98 51
7 111 96 51
8 101 88 46
9 99 86 46
10 98 85 45
11 85 74 39
12 79 69 36
13 78 68 36
14 58 50 26
15 58 50 26
16 40 35 18
17 23 20 11
18 23 20 11
19 13 11 6
20 7 6 3
21 4 4 2
22 1 1 1
23 1 1 1
24 1 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-75
5.5.1.c
Packet Pg. 1235 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:10 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 66
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 335 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 269 1 66 No No No No No No No No No No
2 1 261 1 64 No No No No No No No No No No
3 1 256 1 63 No No No No No No No No No No
4 1 239 1 59 No No No No No No No No No No
5 1 213 1 52 No No No No No No No No No No
6 1 210 1 51 No No No No No No No No No No
7 1 207 1 51 No No No No No No No No No No
8 1 189 1 46 No No No No No No No No No No
9 1 185 1 46 No No No No No No No No No No
10 1 183 1 45 No No No No No No No No No No
11 1 159 1 39 No No No No No No No No No No
12 1 148 1 36 No No No No No No No No No No
13 1 146 1 36 No No No No No No No No No No
14 1 108 1 26 No No No No No No No No No No
15 1 108 1 26 No No No No No No No No No No
16 1 75 1 18 No No No No No No No No No No
17 1 43 1 11 No No No No No No No No No No
18 1 43 1 11 No No No No No No No No No No
19 1 24 1 6 No No No No No No No No No No
20 1 13 1 3 No No No No No No No No No No
21 1 8 1 2 No No No No No No No No No No
22 1 2 1 1 No No No No No No No No No No
23 1 2 1 1 No No No No No No No No No No
24 1 2 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-76
5.5.1.c
Packet Pg. 1236 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 185 200 39 67
2 179 194 38 65
3 176 190 37 64
4 165 178 35 60
5 146 158 31 53
6 144 156 30 52
7 142 154 30 52
8 130 140 27 47
9 128 138 27 46
10 126 136 27 46
11 109 118 23 40
12 102 110 21 37
13 100 108 21 36
14 74 80 16 27
15 74 80 16 27
16 52 56 11 19
17 30 32 6 11
18 30 32 6 11
19 17 18 4 6
20 9 10 2 3
21 6 6 1 2
22 2 2 0 1
23 2 2 0 1
24 2 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-77
5.5.1.c
Packet Pg. 1237 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10 13.8 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:06 0:15 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 39 67
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 491 491 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 385 2 67 No No No No No No No No No No
2 1 373 2 65 No No No No No No No No No No
3 1 366 2 64 No No No No No No No No No No
4 1 343 2 60 No No No No No No No No No No
5 1 304 2 53 No No No No No No No No No No
6 1 300 2 52 No No No No No No No No No No
7 1 296 2 52 No No No No No No No No No No
8 1 270 2 47 No No No No No No No No No No
9 1 266 2 46 No No No No No No No No No No
10 1 262 2 46 No No No No No No No No No No
11 1 227 2 40 No No No No No No No No No No
12 1 212 2 37 No No No No No No No No No No
13 1 208 2 36 No No No No No No No No No No
14 1 154 2 27 No No No No No No No No No No
15 1 154 2 27 No No No No No No No No No No
16 1 108 2 19 No No No No No No No No No No
17 1 62 2 11 No No No No No No No No No No
18 1 62 2 11 No No No No No No No No No No
19 1 35 2 6 No No No No No No No No No No
20 1 19 2 3 No No No No No No No No No No
21 1 12 2 2 No No No No No No No No No No
22 1 4 2 1 No No No No No No No No No No
23 1 4 2 1 No No No No No No No No No No
24 1 4 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-78
5.5.1.c
Packet Pg. 1238 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1725 1850 71
2 1673 1795 69
3 1639 1758 67
4 1535 1647 63
5 1363 1462 56
6 1346 1443 55
7 1328 1425 55
8 1208 1295 50
9 1190 1277 49
10 1173 1258 48
11 1018 1092 42
12 949 1018 39
13 932 999 38
14 690 740 28
15 690 740 28
16 483 518 20
17 276 296 11
18 276 296 11
19 155 167 6
20 86 93 4
21 52 56 2
22 17 19 1
23 17 19 1
24 17 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-79
5.5.1.c
Packet Pg. 1239 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 31.2 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:36 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 71
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3646 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3575 1 71 No No No No No Yes Yes Yes No No
2 3 3468 1 69 No No No No No Yes Yes Yes No No
3 3 3397 1 67 No No No No No Yes Yes Yes No No
4 3 3182 1 63 No No No No No Yes Yes Yes No No
5 3 2825 1 56 No No No No No No Yes Yes No No
6 3 2789 1 55 No No No No No No Yes Yes No No
7 3 2753 1 55 No No No No No No Yes Yes No No
8 3 2503 1 50 No No No No No No No Yes No No
9 3 2467 1 49 No No No No No No No Yes No No
10 3 2431 1 48 No No No No No No No Yes No No
11 3 2110 1 42 No No No No No No No Yes No No
12 3 1967 1 39 No No No No No No No No No No
13 3 1931 1 38 No No No No No No No No No No
14 3 1430 1 28 No No No No No No No No No No
15 3 1430 1 28 No No No No No No No No No No
16 3 1001 1 20 No No No No No No No No No No
17 3 572 1 11 No No No No No No No No No No
18 3 572 1 11 No No No No No No No No No No
19 3 322 1 6 No No No No No No No No No No
20 3 179 1 4 No No No No No No No No No No
21 3 108 1 2 No No No No No No No No No No
22 3 36 1 1 No No No No No No No No No No
23 3 36 1 1 No No No No No No No No No No
24 3 36 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 4 7 11 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-80
5.5.1.c
Packet Pg. 1240 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1802 1812 140
2 1748 1758 136
3 1712 1721 133
4 1604 1613 125
5 1424 1431 111
6 1406 1413 109
7 1388 1395 108
8 1261 1268 98
9 1243 1250 97
10 1225 1232 95
11 1063 1069 83
12 991 997 77
13 973 978 76
14 721 725 56
15 721 725 56
16 505 507 39
17 288 290 22
18 288 290 22
19 162 163 13
20 90 91 7
21 54 54 4
22 18 18 1
23 18 18 1
24 18 18 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-81
5.5.1.c
Packet Pg. 1241 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 40.1 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:33 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 140
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 3754 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3614 1 140 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 4 3506 1 136 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 4 3433 1 133 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 4 3217 1 125 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
5 4 2855 1 111 No No Yes Yes Yes Yes Yes Yes Yes Yes
6 4 2819 1 109 No No Yes Yes Yes Yes Yes Yes Yes Yes
7 4 2783 1 108 No No Yes Yes Yes Yes Yes Yes Yes Yes
8 4 2529 1 98 No No No Yes Yes Yes Yes Yes Yes No
9 4 2493 1 97 No No No Yes Yes Yes Yes Yes Yes No
10 4 2457 1 95 No No No Yes Yes Yes Yes Yes Yes No
11 4 2132 1 83 No No No No Yes Yes Yes Yes Yes No
12 4 1988 1 77 No No No No Yes Yes Yes Yes No No
13 4 1951 1 76 No No No No Yes Yes Yes Yes No No
14 4 1446 1 56 No No No No No No Yes Yes No No
15 4 1446 1 56 No No No No No No Yes Yes No No
16 4 1012 1 39 No No No No No No No No No No
17 4 578 1 22 No No No No No No No No No No
18 4 578 1 22 No No No No No No No No No No
19 4 325 1 13 No No No No No No No No No No
20 4 181 1 7 No No No No No No No No No No
21 4 108 1 4 No No No No No No No No No No
22 4 36 1 1 No No No No No No No No No No
23 4 36 1 1 No No No No No No No No No No
24 4 36 1 1 No No No No No No No No No No
Hours
Met 0 4 7 10 13 13 15 15 11 7
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-82
5.5.1.c
Packet Pg. 1242 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 210 155 172
2 204 150 167
3 200 147 163
4 187 138 153
5 166 122 136
6 164 121 134
7 162 119 132
8 147 109 120
9 145 107 119
10 143 105 117
11 124 91 101
12 116 85 95
13 113 84 93
14 84 62 69
15 84 62 69
16 59 43 48
17 34 25 28
18 34 25 28
19 19 14 15
20 11 8 9
21 6 5 5
22 2 2 2
23 2 2 2
24 2 2 2
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-83
5.5.1.c
Packet Pg. 1243 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.3 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:29 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 172
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 537 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 365 1 172 No No Yes Yes No No No No No No
2 1 354 1 167 No No Yes Yes No No No No No No
3 1 347 1 163 No No No Yes No No No No No No
4 1 325 1 153 No No No Yes No No No No No No
5 1 288 1 136 No No No Yes No No No No No No
6 1 285 1 134 No No No Yes No No No No No No
7 1 281 1 132 No No No Yes No No No No No No
8 1 256 1 120 No No No No No No No No No No
9 1 252 1 119 No No No No No No No No No No
10 1 248 1 117 No No No No No No No No No No
11 1 215 1 101 No No No No No No No No No No
12 1 201 1 95 No No No No No No No No No No
13 1 197 1 93 No No No No No No No No No No
14 1 146 1 69 No No No No No No No No No No
15 1 146 1 69 No No No No No No No No No No
16 1 102 1 48 No No No No No No No No No No
17 1 59 1 28 No No No No No No No No No No
18 1 59 1 28 No No No No No No No No No No
19 1 33 1 15 No No No No No No No No No No
20 1 19 1 9 No No No No No No No No No No
21 1 11 1 5 No No No No No No No No No No
22 1 4 1 2 No No No No No No No No No No
23 1 4 1 2 No No No No No No No No No No
24 1 4 1 2 No No No No No No No No No No
Hours
Met 0 0 2 7 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-84
5.5.1.c
Packet Pg. 1244 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 264 394 87 64
2 256 382 84 62
3 251 374 83 61
4 235 351 77 57
5 209 311 69 51
6 206 307 68 50
7 203 303 67 49
8 185 276 61 45
9 182 272 60 44
10 180 268 59 44
11 156 232 51 38
12 145 217 48 35
13 143 213 47 35
14 106 158 35 26
15 106 158 35 26
16 74 110 24 18
17 42 63 14 10
18 42 63 14 10
19 24 35 8 6
20 13 20 4 3
21 8 12 3 2
22 3 4 1 1
23 3 4 1 1
24 3 4 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-85
5.5.1.c
Packet Pg. 1245 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 11.7 18.8 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:17 0:20 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 87 64
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 809 809 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 658 2 87 No No No No No Yes Yes Yes No No
2 1 638 2 84 No No No No No Yes Yes Yes No No
3 1 625 2 83 No No No No No Yes Yes Yes No No
4 1 586 2 77 No No No No No No Yes Yes No No
5 1 520 2 69 No No No No No No No Yes No No
6 1 513 2 68 No No No No No No No Yes No No
7 1 506 2 67 No No No No No No No Yes No No
8 1 461 2 61 No No No No No No No Yes No No
9 1 454 2 60 No No No No No No No Yes No No
10 1 448 2 59 No No No No No No No Yes No No
11 1 388 2 51 No No No No No No No No No No
12 1 362 2 48 No No No No No No No No No No
13 1 356 2 47 No No No No No No No No No No
14 1 264 2 35 No No No No No No No No No No
15 1 264 2 35 No No No No No No No No No No
16 1 184 2 24 No No No No No No No No No No
17 1 105 2 14 No No No No No No No No No No
18 1 105 2 14 No No No No No No No No No No
19 1 59 2 8 No No No No No No No No No No
20 1 33 2 4 No No No No No No No No No No
21 1 20 2 3 No No No No No No No No No No
22 1 7 2 1 No No No No No No No No No No
23 1 7 2 1 No No No No No No No No No No
24 1 7 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 3 4 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-86
5.5.1.c
Packet Pg. 1246 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-VI
YEAR 2024 LEVEL OF SERVICE CALCULATION
WORKSHEETS
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-87
5.5.1.c
Packet Pg. 1247 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2151 1722 9
2 2086 1670 9
3 2043 1636 9
4 1914 1533 8
5 1699 1360 7
6 1678 1343 7
7 1656 1326 7
8 1506 1205 6
9 1484 1188 6
10 1463 1171 6
11 1269 1016 5
12 1183 947 5
13 1162 930 5
14 860 689 4
15 860 689 4
16 602 482 3
17 344 276 1
18 344 276 1
19 194 155 1
20 108 86 0
21 65 52 0
22 22 17 0
23 22 17 0
24 22 17 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2022 (SP 0-8)
Generated with
F-88
5.5.1.c
Packet Pg. 1248 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 20.1 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:03 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 9
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3882 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3873 1 9 No No No No No No No No No No
2 3 3756 1 9 No No No No No No No No No No
3 3 3679 1 9 No No No No No No No No No No
4 3 3447 1 8 No No No No No No No No No No
5 3 3059 1 7 No No No No No No No No No No
6 3 3021 1 7 No No No No No No No No No No
7 3 2982 1 7 No No No No No No No No No No
8 3 2711 1 6 No No No No No No No No No No
9 3 2672 1 6 No No No No No No No No No No
10 3 2634 1 6 No No No No No No No No No No
11 3 2285 1 5 No No No No No No No No No No
12 3 2130 1 5 No No No No No No No No No No
13 3 2092 1 5 No No No No No No No No No No
14 3 1549 1 4 No No No No No No No No No No
15 3 1549 1 4 No No No No No No No No No No
16 3 1084 1 3 No No No No No No No No No No
17 3 620 1 1 No No No No No No No No No No
18 3 620 1 1 No No No No No No No No No No
19 3 349 1 1 No No No No No No No No No No
20 3 194 1 0 No No No No No No No No No No
21 3 117 1 0 No No No No No No No No No No
22 3 39 1 0 No No No No No No No No No No
23 3 39 1 0 No No No No No No No No No No
24 3 39 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2022 (SP 0-8)
Generated with
F-89
5.5.1.c
Packet Pg. 1249 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 2090 1692 25
2 2027 1641 24
3 1986 1607 24
4 1860 1506 22
5 1651 1337 20
6 1630 1320 20
7 1609 1303 19
8 1463 1184 18
9 1442 1167 17
10 1421 1151 17
11 1233 998 15
12 1150 931 14
13 1129 914 14
14 836 677 10
15 836 677 10
16 585 474 7
17 334 271 4
18 334 271 4
19 188 152 2
20 105 85 1
21 63 51 1
22 21 17 0
23 21 17 0
24 21 17 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2022 (SP 0-8)
Generated with
F-90
5.5.1.c
Packet Pg. 1250 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 20.6 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:08 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 25
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3807 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3782 1 25 No No No No No No No No No No
2 4 3668 1 24 No No No No No No No No No No
3 4 3593 1 24 No No No No No No No No No No
4 4 3366 1 22 No No No No No No No No No No
5 4 2988 1 20 No No No No No No No No No No
6 4 2950 1 20 No No No No No No No No No No
7 4 2912 1 19 No No No No No No No No No No
8 4 2647 1 18 No No No No No No No No No No
9 4 2609 1 17 No No No No No No No No No No
10 4 2572 1 17 No No No No No No No No No No
11 4 2231 1 15 No No No No No No No No No No
12 4 2081 1 14 No No No No No No No No No No
13 4 2043 1 14 No No No No No No No No No No
14 4 1513 1 10 No No No No No No No No No No
15 4 1513 1 10 No No No No No No No No No No
16 4 1059 1 7 No No No No No No No No No No
17 4 605 1 4 No No No No No No No No No No
18 4 605 1 4 No No No No No No No No No No
19 4 340 1 2 No No No No No No No No No No
20 4 190 1 1 No No No No No No No No No No
21 4 114 1 1 No No No No No No No No No No
22 4 38 1 0 No No No No No No No No No No
23 4 38 1 0 No No No No No No No No No No
24 4 38 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2022 (SP 0-8)
Generated with
F-91
5.5.1.c
Packet Pg. 1251 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 112 125 21
2 109 121 20
3 106 119 20
4 100 111 19
5 88 99 17
6 87 98 16
7 86 96 16
8 78 88 15
9 77 86 14
10 76 85 14
11 66 74 12
12 62 69 12
13 60 68 11
14 45 50 8
15 45 50 8
16 31 35 6
17 18 20 3
18 18 20 3
19 10 11 2
20 6 6 1
21 3 4 1
22 1 1 0
23 1 1 0
24 1 1 0
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2022 (SP 0-8)
Generated with
F-92
5.5.1.c
Packet Pg. 1252 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.2 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:03 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 21
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 258 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 237 1 21 No No No No No No No No No No
2 1 230 1 20 No No No No No No No No No No
3 1 225 1 20 No No No No No No No No No No
4 1 211 1 19 No No No No No No No No No No
5 1 187 1 17 No No No No No No No No No No
6 1 185 1 16 No No No No No No No No No No
7 1 182 1 16 No No No No No No No No No No
8 1 166 1 15 No No No No No No No No No No
9 1 163 1 14 No No No No No No No No No No
10 1 161 1 14 No No No No No No No No No No
11 1 140 1 12 No No No No No No No No No No
12 1 131 1 12 No No No No No No No No No No
13 1 128 1 11 No No No No No No No No No No
14 1 95 1 8 No No No No No No No No No No
15 1 95 1 8 No No No No No No No No No No
16 1 66 1 6 No No No No No No No No No No
17 1 38 1 3 No No No No No No No No No No
18 1 38 1 3 No No No No No No No No No No
19 1 21 1 2 No No No No No No No No No No
20 1 12 1 1 No No No No No No No No No No
21 1 7 1 1 No No No No No No No No No No
22 1 2 1 0 No No No No No No No No No No
23 1 2 1 0 No No No No No No No No No No
24 1 2 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2022 (SP 0-8)
Generated with
F-93
5.5.1.c
Packet Pg. 1253 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 139 165 23 68
2 135 160 22 66
3 132 157 22 65
4 124 147 20 61
5 110 130 18 54
6 108 129 18 53
7 107 127 18 52
8 97 115 16 48
9 96 114 16 47
10 95 112 16 46
11 82 97 14 40
12 76 91 13 37
13 75 89 12 37
14 56 66 9 27
15 56 66 9 27
16 39 46 6 19
17 22 26 4 11
18 22 26 4 11
19 13 15 2 6
20 7 8 1 3
21 4 5 1 2
22 1 2 0 1
23 1 2 0 1
24 1 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2022 (SP 0-8)
Generated with
F-94
5.5.1.c
Packet Pg. 1254 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.7 12 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:03 0:13 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 23 68
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 395 395 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 304 2 68 No No No No No No No No No No
2 1 295 2 66 No No No No No No No No No No
3 1 289 2 65 No No No No No No No No No No
4 1 271 2 61 No No No No No No No No No No
5 1 240 2 54 No No No No No No No No No No
6 1 237 2 53 No No No No No No No No No No
7 1 234 2 52 No No No No No No No No No No
8 1 212 2 48 No No No No No No No No No No
9 1 210 2 47 No No No No No No No No No No
10 1 207 2 46 No No No No No No No No No No
11 1 179 2 40 No No No No No No No No No No
12 1 167 2 37 No No No No No No No No No No
13 1 164 2 37 No No No No No No No No No No
14 1 122 2 27 No No No No No No No No No No
15 1 122 2 27 No No No No No No No No No No
16 1 85 2 19 No No No No No No No No No No
17 1 48 2 11 No No No No No No No No No No
18 1 48 2 11 No No No No No No No No No No
19 1 28 2 6 No No No No No No No No No No
20 1 15 2 3 No No No No No No No No No No
21 1 9 2 2 No No No No No No No No No No
22 1 3 2 1 No No No No No No No No No No
23 1 3 2 1 No No No No No No No No No No
24 1 3 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2022 (SP 0-8)
Generated with
F-95
5.5.1.c
Packet Pg. 1255 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1812 1899 21
2 1758 1842 20
3 1721 1804 20
4 1613 1690 19
5 1431 1500 17
6 1413 1481 16
7 1395 1462 16
8 1268 1329 15
9 1250 1310 14
10 1232 1291 14
11 1069 1120 12
12 997 1044 12
13 978 1025 11
14 725 760 8
15 725 760 8
16 507 532 6
17 290 304 3
18 290 304 3
19 163 171 2
20 91 95 1
21 54 57 1
22 18 19 0
23 18 19 0
24 18 19 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2022 (SP 0-8)
Generated with
F-96
5.5.1.c
Packet Pg. 1256 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 24.8 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:08 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 21
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3732 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3711 1 21 No No No No No No No No No No
2 3 3600 1 20 No No No No No No No No No No
3 3 3525 1 20 No No No No No No No No No No
4 3 3303 1 19 No No No No No No No No No No
5 3 2931 1 17 No No No No No No No No No No
6 3 2894 1 16 No No No No No No No No No No
7 3 2857 1 16 No No No No No No No No No No
8 3 2597 1 15 No No No No No No No No No No
9 3 2560 1 14 No No No No No No No No No No
10 3 2523 1 14 No No No No No No No No No No
11 3 2189 1 12 No No No No No No No No No No
12 3 2041 1 12 No No No No No No No No No No
13 3 2003 1 11 No No No No No No No No No No
14 3 1485 1 8 No No No No No No No No No No
15 3 1485 1 8 No No No No No No No No No No
16 3 1039 1 6 No No No No No No No No No No
17 3 594 1 3 No No No No No No No No No No
18 3 594 1 3 No No No No No No No No No No
19 3 334 1 2 No No No No No No No No No No
20 3 186 1 1 No No No No No No No No No No
21 3 111 1 1 No No No No No No No No No No
22 3 37 1 0 No No No No No No No No No No
23 3 37 1 0 No No No No No No No No No No
24 3 37 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2022 (SP 0-8)
Generated with
F-97
5.5.1.c
Packet Pg. 1257 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1835 1855 91
2 1780 1799 88
3 1743 1762 86
4 1633 1651 81
5 1450 1465 72
6 1431 1447 71
7 1413 1428 70
8 1285 1299 64
9 1266 1280 63
10 1248 1261 62
11 1083 1094 54
12 1009 1020 50
13 991 1002 49
14 734 742 36
15 734 742 36
16 514 519 25
17 294 297 15
18 294 297 15
19 165 167 8
20 92 93 5
21 55 56 3
22 18 19 1
23 18 19 1
24 18 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2022 (SP 0-8)
Generated with
F-98
5.5.1.c
Packet Pg. 1258 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 31.5 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:47 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 91
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3781 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3690 1 91 No No No Yes Yes Yes Yes Yes Yes No
2 4 3579 1 88 No No No Yes Yes Yes Yes Yes Yes No
3 4 3505 1 86 No No No Yes Yes Yes Yes Yes Yes No
4 4 3284 1 81 No No No No Yes Yes Yes Yes Yes No
5 4 2915 1 72 No No No No No Yes Yes Yes No No
6 4 2878 1 71 No No No No No Yes Yes Yes No No
7 4 2841 1 70 No No No No No Yes Yes Yes No No
8 4 2584 1 64 No No No No No Yes Yes Yes No No
9 4 2546 1 63 No No No No No Yes Yes Yes No No
10 4 2509 1 62 No No No No No Yes Yes Yes No No
11 4 2177 1 54 No No No No No No Yes Yes No No
12 4 2029 1 50 No No No No No No No Yes No No
13 4 1993 1 49 No No No No No No No Yes No No
14 4 1476 1 36 No No No No No No No No No No
15 4 1476 1 36 No No No No No No No No No No
16 4 1033 1 25 No No No No No No No No No No
17 4 591 1 15 No No No No No No No No No No
18 4 591 1 15 No No No No No No No No No No
19 4 332 1 8 No No No No No No No No No No
20 4 185 1 5 No No No No No No No No No No
21 4 111 1 3 No No No No No No No No No No
22 4 37 1 1 No No No No No No No No No No
23 4 37 1 1 No No No No No No No No No No
24 4 37 1 1 No No No No No No No No No No
Hours
Met 0 0 0 3 4 10 11 13 4 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2022 (SP 0-8)
Generated with
F-99
5.5.1.c
Packet Pg. 1259 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 176 156 73
2 171 151 71
3 167 148 69
4 157 139 65
5 139 123 58
6 137 122 57
7 136 120 56
8 123 109 51
9 121 108 50
10 120 106 50
11 104 92 43
12 97 86 40
13 95 84 39
14 70 62 29
15 70 62 29
16 49 44 20
17 28 25 12
18 28 25 12
19 16 14 7
20 9 8 4
21 5 5 2
22 2 2 1
23 2 2 1
24 2 2 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2022 (SP 0-8)
Generated with
F-100
5.5.1.c
Packet Pg. 1260 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.7 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:11 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 73
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 405 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 332 1 73 No No No No No No No No No No
2 1 322 1 71 No No No No No No No No No No
3 1 315 1 69 No No No No No No No No No No
4 1 296 1 65 No No No No No No No No No No
5 1 262 1 58 No No No No No No No No No No
6 1 259 1 57 No No No No No No No No No No
7 1 256 1 56 No No No No No No No No No No
8 1 232 1 51 No No No No No No No No No No
9 1 229 1 50 No No No No No No No No No No
10 1 226 1 50 No No No No No No No No No No
11 1 196 1 43 No No No No No No No No No No
12 1 183 1 40 No No No No No No No No No No
13 1 179 1 39 No No No No No No No No No No
14 1 132 1 29 No No No No No No No No No No
15 1 132 1 29 No No No No No No No No No No
16 1 93 1 20 No No No No No No No No No No
17 1 53 1 12 No No No No No No No No No No
18 1 53 1 12 No No No No No No No No No No
19 1 30 1 7 No No No No No No No No No No
20 1 17 1 4 No No No No No No No No No No
21 1 10 1 2 No No No No No No No No No No
22 1 4 1 1 No No No No No No No No No No
23 1 4 1 1 No No No No No No No No No No
24 1 4 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2022 (SP 0-8)
Generated with
F-101
5.5.1.c
Packet Pg. 1261 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 216 317 54 65
2 210 307 52 63
3 205 301 51 62
4 192 282 48 58
5 171 250 43 51
6 168 247 42 51
7 166 244 42 50
8 151 222 38 46
9 149 219 37 45
10 147 216 37 44
11 127 187 32 38
12 119 174 30 36
13 117 171 29 35
14 86 127 22 26
15 86 127 22 26
16 60 89 15 18
17 35 51 9 10
18 35 51 9 10
19 19 29 5 6
20 11 16 3 3
21 6 10 2 2
22 2 3 1 1
23 2 3 1 1
24 2 3 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2022 (SP 0-8)
Generated with
F-102
5.5.1.c
Packet Pg. 1262 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.7 14.6 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:09 0:15 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 54 65
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 652 652 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 533 2 65 No No No No No No No Yes No No
2 1 517 2 63 No No No No No No No Yes No No
3 1 506 2 62 No No No No No No No Yes No No
4 1 474 2 58 No No No No No No No Yes No No
5 1 421 2 51 No No No No No No No No No No
6 1 415 2 51 No No No No No No No No No No
7 1 410 2 50 No No No No No No No No No No
8 1 373 2 46 No No No No No No No No No No
9 1 368 2 45 No No No No No No No No No No
10 1 363 2 44 No No No No No No No No No No
11 1 314 2 38 No No No No No No No No No No
12 1 293 2 36 No No No No No No No No No No
13 1 288 2 35 No No No No No No No No No No
14 1 213 2 26 No No No No No No No No No No
15 1 213 2 26 No No No No No No No No No No
16 1 149 2 18 No No No No No No No No No No
17 1 86 2 10 No No No No No No No No No No
18 1 86 2 10 No No No No No No No No No No
19 1 48 2 6 No No No No No No No No No No
20 1 27 2 3 No No No No No No No No No No
21 1 16 2 2 No No No No No No No No No No
22 1 5 2 1 No No No No No No No No No No
23 1 5 2 1 No No No No No No No No No No
24 1 5 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 4 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2022 (SP 0-8)
Generated with
F-103
5.5.1.c
Packet Pg. 1263 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-VII
YEAR 2024 PLUS PROJECT LEVEL OF SERVICE
CALCULATION WORKSHEETS
OPTION 1A
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-104
5.5.1.c
Packet Pg. 1264 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2158 1761 34
2 2093 1708 33
3 2050 1673 32
4 1921 1567 30
5 1705 1391 27
6 1683 1374 27
7 1662 1356 26
8 1511 1233 24
9 1489 1215 23
10 1467 1197 23
11 1273 1039 20
12 1187 969 19
13 1165 951 18
14 863 704 14
15 863 704 14
16 604 493 10
17 345 282 5
18 345 282 5
19 194 158 3
20 108 88 2
21 65 53 1
22 22 18 0
23 22 18 0
24 22 18 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-105
5.5.1.c
Packet Pg. 1265 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 22.5 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:12 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 34
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3953 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3919 1 34 No No No No No No No No No No
2 3 3801 1 33 No No No No No No No No No No
3 3 3723 1 32 No No No No No No No No No No
4 3 3488 1 30 No No No No No No No No No No
5 3 3096 1 27 No No No No No No No No No No
6 3 3057 1 27 No No No No No No No No No No
7 3 3018 1 26 No No No No No No No No No No
8 3 2744 1 24 No No No No No No No No No No
9 3 2704 1 23 No No No No No No No No No No
10 3 2664 1 23 No No No No No No No No No No
11 3 2312 1 20 No No No No No No No No No No
12 3 2156 1 19 No No No No No No No No No No
13 3 2116 1 18 No No No No No No No No No No
14 3 1567 1 14 No No No No No No No No No No
15 3 1567 1 14 No No No No No No No No No No
16 3 1097 1 10 No No No No No No No No No No
17 3 627 1 5 No No No No No No No No No No
18 3 627 1 5 No No No No No No No No No No
19 3 352 1 3 No No No No No No No No No No
20 3 196 1 2 No No No No No No No No No No
21 3 118 1 1 No No No No No No No No No No
22 3 40 1 0 No No No No No No No No No No
23 3 40 1 0 No No No No No No No No No No
24 3 40 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-106
5.5.1.c
Packet Pg. 1266 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 2135 1721 49
2 2071 1669 48
3 2028 1635 47
4 1900 1532 44
5 1687 1360 39
6 1665 1342 38
7 1644 1325 38
8 1495 1205 34
9 1473 1187 34
10 1452 1170 33
11 1260 1015 29
12 1174 947 27
13 1153 929 26
14 854 688 20
15 854 688 20
16 598 482 14
17 342 275 8
18 342 275 8
19 192 155 4
20 107 86 2
21 64 52 1
22 21 17 0
23 21 17 0
24 21 17 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-107
5.5.1.c
Packet Pg. 1267 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 22.5 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:18 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 49
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3905 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3856 1 49 No No No No No No No Yes No No
2 4 3740 1 48 No No No No No No No Yes No No
3 4 3663 1 47 No No No No No No No Yes No No
4 4 3432 1 44 No No No No No No No Yes No No
5 4 3047 1 39 No No No No No No No No No No
6 4 3007 1 38 No No No No No No No No No No
7 4 2969 1 38 No No No No No No No No No No
8 4 2700 1 34 No No No No No No No No No No
9 4 2660 1 34 No No No No No No No No No No
10 4 2622 1 33 No No No No No No No No No No
11 4 2275 1 29 No No No No No No No No No No
12 4 2121 1 27 No No No No No No No No No No
13 4 2082 1 26 No No No No No No No No No No
14 4 1542 1 20 No No No No No No No No No No
15 4 1542 1 20 No No No No No No No No No No
16 4 1080 1 14 No No No No No No No No No No
17 4 617 1 8 No No No No No No No No No No
18 4 617 1 8 No No No No No No No No No No
19 4 347 1 4 No No No No No No No No No No
20 4 193 1 2 No No No No No No No No No No
21 4 116 1 1 No No No No No No No No No No
22 4 38 1 0 No No No No No No No No No No
23 4 38 1 0 No No No No No No No No No No
24 4 38 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 4 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-108
5.5.1.c
Packet Pg. 1268 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 147 130 70
2 143 126 68
3 140 124 67
4 131 116 62
5 116 103 55
6 115 101 55
7 113 100 54
8 103 91 49
9 101 90 48
10 100 88 48
11 87 77 41
12 81 72 39
13 79 70 38
14 59 52 28
15 59 52 28
16 41 36 20
17 24 21 11
18 24 21 11
19 13 12 6
20 7 7 4
21 4 4 2
22 1 1 1
23 1 1 1
24 1 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-109
5.5.1.c
Packet Pg. 1269 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:10 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 70
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 347 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 277 1 70 No No No No No No No No No No
2 1 269 1 68 No No No No No No No No No No
3 1 264 1 67 No No No No No No No No No No
4 1 247 1 62 No No No No No No No No No No
5 1 219 1 55 No No No No No No No No No No
6 1 216 1 55 No No No No No No No No No No
7 1 213 1 54 No No No No No No No No No No
8 1 194 1 49 No No No No No No No No No No
9 1 191 1 48 No No No No No No No No No No
10 1 188 1 48 No No No No No No No No No No
11 1 164 1 41 No No No No No No No No No No
12 1 153 1 39 No No No No No No No No No No
13 1 149 1 38 No No No No No No No No No No
14 1 111 1 28 No No No No No No No No No No
15 1 111 1 28 No No No No No No No No No No
16 1 77 1 20 No No No No No No No No No No
17 1 45 1 11 No No No No No No No No No No
18 1 45 1 11 No No No No No No No No No No
19 1 25 1 6 No No No No No No No No No No
20 1 14 1 4 No No No No No No No No No No
21 1 8 1 2 No No No No No No No No No No
22 1 2 1 1 No No No No No No No No No No
23 1 2 1 1 No No No No No No No No No No
24 1 2 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-110
5.5.1.c
Packet Pg. 1270 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 187 210 40 68
2 181 204 39 66
3 178 200 38 65
4 166 187 36 61
5 148 166 32 54
6 146 164 31 53
7 144 162 31 52
8 131 147 28 48
9 129 145 28 47
10 127 143 27 46
11 110 124 24 40
12 103 116 22 37
13 101 113 22 37
14 75 84 16 27
15 75 84 16 27
16 52 59 11 19
17 30 34 6 11
18 30 34 6 11
19 17 19 4 6
20 9 11 2 3
21 6 6 1 2
22 2 2 0 1
23 2 2 0 1
24 2 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-111
5.5.1.c
Packet Pg. 1271 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.1 14.1 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:06 0:15 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 40 68
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 505 505 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 397 2 68 No No No No No No No No No No
2 1 385 2 66 No No No No No No No No No No
3 1 378 2 65 No No No No No No No No No No
4 1 353 2 61 No No No No No No No No No No
5 1 314 2 54 No No No No No No No No No No
6 1 310 2 53 No No No No No No No No No No
7 1 306 2 52 No No No No No No No No No No
8 1 278 2 48 No No No No No No No No No No
9 1 274 2 47 No No No No No No No No No No
10 1 270 2 46 No No No No No No No No No No
11 1 234 2 40 No No No No No No No No No No
12 1 219 2 37 No No No No No No No No No No
13 1 214 2 37 No No No No No No No No No No
14 1 159 2 27 No No No No No No No No No No
15 1 159 2 27 No No No No No No No No No No
16 1 111 2 19 No No No No No No No No No No
17 1 64 2 11 No No No No No No No No No No
18 1 64 2 11 No No No No No No No No No No
19 1 36 2 6 No No No No No No No No No No
20 1 20 2 3 No No No No No No No No No No
21 1 12 2 2 No No No No No No No No No No
22 1 4 2 1 No No No No No No No No No No
23 1 4 2 1 No No No No No No No No No No
24 1 4 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-112
5.5.1.c
Packet Pg. 1272 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1800 1930 69
2 1746 1872 67
3 1710 1834 66
4 1602 1718 61
5 1422 1525 55
6 1404 1505 54
7 1386 1486 53
8 1260 1351 48
9 1242 1332 48
10 1224 1312 47
11 1062 1139 41
12 990 1062 38
13 972 1042 37
14 720 772 28
15 720 772 28
16 504 540 19
17 288 309 11
18 288 309 11
19 162 174 6
20 90 97 3
21 54 58 2
22 18 19 1
23 18 19 1
24 18 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-113
5.5.1.c
Packet Pg. 1273 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 33.5 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:38 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 69
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3799 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3730 1 69 No No No No No Yes Yes Yes No No
2 3 3618 1 67 No No No No No Yes Yes Yes No No
3 3 3544 1 66 No No No No No Yes Yes Yes No No
4 3 3320 1 61 No No No No No Yes Yes Yes No No
5 3 2947 1 55 No No No No No No Yes Yes No No
6 3 2909 1 54 No No No No No No Yes Yes No No
7 3 2872 1 53 No No No No No No Yes Yes No No
8 3 2611 1 48 No No No No No No No Yes No No
9 3 2574 1 48 No No No No No No No Yes No No
10 3 2536 1 47 No No No No No No No Yes No No
11 3 2201 1 41 No No No No No No No No No No
12 3 2052 1 38 No No No No No No No No No No
13 3 2014 1 37 No No No No No No No No No No
14 3 1492 1 28 No No No No No No No No No No
15 3 1492 1 28 No No No No No No No No No No
16 3 1044 1 19 No No No No No No No No No No
17 3 597 1 11 No No No No No No No No No No
18 3 597 1 11 No No No No No No No No No No
19 3 336 1 6 No No No No No No No No No No
20 3 187 1 3 No No No No No No No No No No
21 3 112 1 2 No No No No No No No No No No
22 3 37 1 1 No No No No No No No No No No
23 3 37 1 1 No No No No No No No No No No
24 3 37 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 4 7 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-114
5.5.1.c
Packet Pg. 1274 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1877 1888 135
2 1821 1831 131
3 1783 1794 128
4 1671 1680 120
5 1483 1492 107
6 1464 1473 105
7 1445 1454 104
8 1314 1322 95
9 1295 1303 93
10 1276 1284 92
11 1107 1114 80
12 1032 1038 74
13 1014 1020 73
14 751 755 54
15 751 755 54
16 526 529 38
17 300 302 22
18 300 302 22
19 169 170 12
20 94 94 7
21 56 57 4
22 19 19 1
23 19 19 1
24 19 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-115
5.5.1.c
Packet Pg. 1275 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 43.5 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:37 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 135
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 3900 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3765 1 135 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 4 3652 1 131 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 4 3577 1 128 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 4 3351 1 120 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
5 4 2975 1 107 No No Yes Yes Yes Yes Yes Yes Yes Yes
6 4 2937 1 105 No No Yes Yes Yes Yes Yes Yes Yes Yes
7 4 2899 1 104 No No No Yes Yes Yes Yes Yes Yes Yes
8 4 2636 1 95 No No No Yes Yes Yes Yes Yes Yes No
9 4 2598 1 93 No No No Yes Yes Yes Yes Yes Yes No
10 4 2560 1 92 No No No Yes Yes Yes Yes Yes Yes No
11 4 2221 1 80 No No No No Yes Yes Yes Yes No No
12 4 2070 1 74 No No No No No Yes Yes Yes No No
13 4 2034 1 73 No No No No No Yes Yes Yes No No
14 4 1506 1 54 No No No No No No Yes Yes No No
15 4 1506 1 54 No No No No No No Yes Yes No No
16 4 1055 1 38 No No No No No No No No No No
17 4 602 1 22 No No No No No No No No No No
18 4 602 1 22 No No No No No No No No No No
19 4 339 1 12 No No No No No No No No No No
20 4 188 1 7 No No No No No No No No No No
21 4 113 1 4 No No No No No No No No No No
22 4 38 1 1 No No No No No No No No No No
23 4 38 1 1 No No No No No No No No No No
24 4 38 1 1 No No No No No No No No No No
Hours
Met 0 4 6 10 11 13 15 15 10 7
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-116
5.5.1.c
Packet Pg. 1276 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 213 162 164
2 207 157 159
3 202 154 156
4 190 144 146
5 168 128 130
6 166 126 128
7 164 125 126
8 149 113 115
9 147 112 113
10 145 110 112
11 126 96 97
12 117 89 90
13 115 87 89
14 85 65 66
15 85 65 66
16 60 45 46
17 34 26 26
18 34 26 26
19 19 15 15
20 11 8 8
21 6 5 5
22 2 2 2
23 2 2 2
24 2 2 2
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-117
5.5.1.c
Packet Pg. 1277 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.3 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:28 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 164
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 539 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 375 1 164 No No Yes Yes No No No No No No
2 1 364 1 159 No No Yes Yes No No No No No No
3 1 356 1 156 No No Yes Yes No No No No No No
4 1 334 1 146 No No No Yes No No No No No No
5 1 296 1 130 No No No Yes No No No No No No
6 1 292 1 128 No No No Yes No No No No No No
7 1 289 1 126 No No No Yes No No No No No No
8 1 262 1 115 No No No No No No No No No No
9 1 259 1 113 No No No No No No No No No No
10 1 255 1 112 No No No No No No No No No No
11 1 222 1 97 No No No No No No No No No No
12 1 206 1 90 No No No No No No No No No No
13 1 202 1 89 No No No No No No No No No No
14 1 150 1 66 No No No No No No No No No No
15 1 150 1 66 No No No No No No No No No No
16 1 105 1 46 No No No No No No No No No No
17 1 60 1 26 No No No No No No No No No No
18 1 60 1 26 No No No No No No No No No No
19 1 34 1 15 No No No No No No No No No No
20 1 19 1 8 No No No No No No No No No No
21 1 11 1 5 No No No No No No No No No No
22 1 4 1 2 No No No No No No No No No No
23 1 4 1 2 No No No No No No No No No No
24 1 4 1 2 No No No No No No No No No No
Hours
Met 0 0 3 7 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-118
5.5.1.c
Packet Pg. 1278 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 267 397 84 65
2 259 385 81 63
3 254 377 80 62
4 238 353 75 58
5 211 314 66 51
6 208 310 66 51
7 206 306 65 50
8 187 278 59 46
9 184 274 58 45
10 182 270 57 44
11 158 234 50 38
12 147 218 46 36
13 144 214 45 35
14 107 159 34 26
15 107 159 34 26
16 75 111 24 18
17 43 64 13 10
18 43 64 13 10
19 24 36 8 6
20 13 20 4 3
21 8 12 3 2
22 3 4 1 1
23 3 4 1 1
24 3 4 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-119
5.5.1.c
Packet Pg. 1279 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 11.8 18.9 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:16 0:20 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 84 65
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 813 813 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 664 2 84 No No No No No Yes Yes Yes No No
2 1 644 2 81 No No No No No Yes Yes Yes No No
3 1 631 2 80 No No No No No Yes Yes Yes No No
4 1 591 2 75 No No No No No No Yes Yes No No
5 1 525 2 66 No No No No No No No Yes No No
6 1 518 2 66 No No No No No No No Yes No No
7 1 512 2 65 No No No No No No No Yes No No
8 1 465 2 59 No No No No No No No Yes No No
9 1 458 2 58 No No No No No No No Yes No No
10 1 452 2 57 No No No No No No No Yes No No
11 1 392 2 50 No No No No No No No No No No
12 1 365 2 46 No No No No No No No No No No
13 1 358 2 45 No No No No No No No No No No
14 1 266 2 34 No No No No No No No No No No
15 1 266 2 34 No No No No No No No No No No
16 1 186 2 24 No No No No No No No No No No
17 1 107 2 13 No No No No No No No No No No
18 1 107 2 13 No No No No No No No No No No
19 1 60 2 8 No No No No No No No No No No
20 1 33 2 4 No No No No No No No No No No
21 1 20 2 3 No No No No No No No No No No
22 1 7 2 1 No No No No No No No No No No
23 1 7 2 1 No No No No No No No No No No
24 1 7 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 3 4 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2022 (SP 0-8)
Generated with
F-120
5.5.1.c
Packet Pg. 1280 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-VIII
YEAR 2024 PLUS PROJECT LEVEL OF SERVICE
CALCULATION WORKSHEETS
OPTION 1B
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-121
5.5.1.c
Packet Pg. 1281 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2172 1773 28
2 2107 1720 27
3 2063 1684 27
4 1933 1578 25
5 1716 1401 22
6 1694 1383 22
7 1672 1365 22
8 1520 1241 20
9 1499 1223 19
10 1477 1206 19
11 1281 1046 17
12 1195 975 15
13 1173 957 15
14 869 709 11
15 869 709 11
16 608 496 8
17 348 284 4
18 348 284 4
19 195 160 3
20 109 89 1
21 65 53 1
22 22 18 0
23 22 18 0
24 22 18 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-122
5.5.1.c
Packet Pg. 1282 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 22.2 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:10 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 28
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3973 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3945 1 28 No No No No No No No No No No
2 3 3827 1 27 No No No No No No No No No No
3 3 3747 1 27 No No No No No No No No No No
4 3 3511 1 25 No No No No No No No No No No
5 3 3117 1 22 No No No No No No No No No No
6 3 3077 1 22 No No No No No No No No No No
7 3 3037 1 22 No No No No No No No No No No
8 3 2761 1 20 No No No No No No No No No No
9 3 2722 1 19 No No No No No No No No No No
10 3 2683 1 19 No No No No No No No No No No
11 3 2327 1 17 No No No No No No No No No No
12 3 2170 1 15 No No No No No No No No No No
13 3 2130 1 15 No No No No No No No No No No
14 3 1578 1 11 No No No No No No No No No No
15 3 1578 1 11 No No No No No No No No No No
16 3 1104 1 8 No No No No No No No No No No
17 3 632 1 4 No No No No No No No No No No
18 3 632 1 4 No No No No No No No No No No
19 3 355 1 3 No No No No No No No No No No
20 3 198 1 1 No No No No No No No No No No
21 3 118 1 1 No No No No No No No No No No
22 3 40 1 0 No No No No No No No No No No
23 3 40 1 0 No No No No No No No No No No
24 3 40 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-123
5.5.1.c
Packet Pg. 1283 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 2142 1728 45
2 2078 1676 44
3 2035 1642 43
4 1906 1538 40
5 1692 1365 36
6 1671 1348 35
7 1649 1331 35
8 1499 1210 31
9 1478 1192 31
10 1457 1175 31
11 1264 1020 27
12 1178 950 25
13 1157 933 24
14 857 691 18
15 857 691 18
16 600 484 13
17 343 276 7
18 343 276 7
19 193 156 4
20 107 86 2
21 64 52 1
22 21 17 0
23 21 17 0
24 21 17 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-124
5.5.1.c
Packet Pg. 1284 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 22.2 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:16 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 45
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3915 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3870 1 45 No No No No No No No Yes No No
2 4 3754 1 44 No No No No No No No Yes No No
3 4 3677 1 43 No No No No No No No Yes No No
4 4 3444 1 40 No No No No No No No No No No
5 4 3057 1 36 No No No No No No No No No No
6 4 3019 1 35 No No No No No No No No No No
7 4 2980 1 35 No No No No No No No No No No
8 4 2709 1 31 No No No No No No No No No No
9 4 2670 1 31 No No No No No No No No No No
10 4 2632 1 31 No No No No No No No No No No
11 4 2284 1 27 No No No No No No No No No No
12 4 2128 1 25 No No No No No No No No No No
13 4 2090 1 24 No No No No No No No No No No
14 4 1548 1 18 No No No No No No No No No No
15 4 1548 1 18 No No No No No No No No No No
16 4 1084 1 13 No No No No No No No No No No
17 4 619 1 7 No No No No No No No No No No
18 4 619 1 7 No No No No No No No No No No
19 4 349 1 4 No No No No No No No No No No
20 4 193 1 2 No No No No No No No No No No
21 4 116 1 1 No No No No No No No No No No
22 4 38 1 0 No No No No No No No No No No
23 4 38 1 0 No No No No No No No No No No
24 4 38 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 3 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-125
5.5.1.c
Packet Pg. 1285 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 150 132 64
2 146 128 62
3 143 125 61
4 134 117 57
5 119 104 51
6 117 103 50
7 116 102 49
8 105 92 45
9 103 91 44
10 102 90 44
11 89 78 38
12 83 73 35
13 81 71 35
14 60 53 26
15 60 53 26
16 42 37 18
17 24 21 10
18 24 21 10
19 14 12 6
20 8 7 3
21 5 4 2
22 2 1 1
23 2 1 1
24 2 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-126
5.5.1.c
Packet Pg. 1286 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.5 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:10 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 64
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 346 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 282 1 64 No No No No No No No No No No
2 1 274 1 62 No No No No No No No No No No
3 1 268 1 61 No No No No No No No No No No
4 1 251 1 57 No No No No No No No No No No
5 1 223 1 51 No No No No No No No No No No
6 1 220 1 50 No No No No No No No No No No
7 1 218 1 49 No No No No No No No No No No
8 1 197 1 45 No No No No No No No No No No
9 1 194 1 44 No No No No No No No No No No
10 1 192 1 44 No No No No No No No No No No
11 1 167 1 38 No No No No No No No No No No
12 1 156 1 35 No No No No No No No No No No
13 1 152 1 35 No No No No No No No No No No
14 1 113 1 26 No No No No No No No No No No
15 1 113 1 26 No No No No No No No No No No
16 1 79 1 18 No No No No No No No No No No
17 1 45 1 10 No No No No No No No No No No
18 1 45 1 10 No No No No No No No No No No
19 1 26 1 6 No No No No No No No No No No
20 1 15 1 3 No No No No No No No No No No
21 1 9 1 2 No No No No No No No No No No
22 1 3 1 1 No No No No No No No No No No
23 1 3 1 1 No No No No No No No No No No
24 1 3 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-127
5.5.1.c
Packet Pg. 1287 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 190 206 38 68
2 184 200 37 66
3 181 196 36 65
4 169 183 34 61
5 150 163 30 54
6 148 161 30 53
7 146 159 29 52
8 133 144 27 48
9 131 142 26 47
10 129 140 26 46
11 112 122 22 40
12 105 113 21 37
13 103 111 21 37
14 76 82 15 27
15 76 82 15 27
16 53 58 11 19
17 30 33 6 11
18 30 33 6 11
19 17 19 3 6
20 10 10 2 3
21 6 6 1 2
22 2 2 0 1
23 2 2 0 1
24 2 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-128
5.5.1.c
Packet Pg. 1288 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10 14 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:06 0:15 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 38 68
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 502 502 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 396 2 68 No No No No No No No No No No
2 1 384 2 66 No No No No No No No No No No
3 1 377 2 65 No No No No No No No No No No
4 1 352 2 61 No No No No No No No No No No
5 1 313 2 54 No No No No No No No No No No
6 1 309 2 53 No No No No No No No No No No
7 1 305 2 52 No No No No No No No No No No
8 1 277 2 48 No No No No No No No No No No
9 1 273 2 47 No No No No No No No No No No
10 1 269 2 46 No No No No No No No No No No
11 1 234 2 40 No No No No No No No No No No
12 1 218 2 37 No No No No No No No No No No
13 1 214 2 37 No No No No No No No No No No
14 1 158 2 27 No No No No No No No No No No
15 1 158 2 27 No No No No No No No No No No
16 1 111 2 19 No No No No No No No No No No
17 1 63 2 11 No No No No No No No No No No
18 1 63 2 11 No No No No No No No No No No
19 1 36 2 6 No No No No No No No No No No
20 1 20 2 3 No No No No No No No No No No
21 1 12 2 2 No No No No No No No No No No
22 1 4 2 1 No No No No No No No No No No
23 1 4 2 1 No No No No No No No No No No
24 1 4 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-129
5.5.1.c
Packet Pg. 1289 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1804 1932 68
2 1750 1874 66
3 1714 1835 65
4 1606 1719 61
5 1425 1526 54
6 1407 1507 53
7 1389 1488 52
8 1263 1352 48
9 1245 1333 47
10 1227 1314 46
11 1064 1140 40
12 992 1063 37
13 974 1043 37
14 722 773 27
15 722 773 27
16 505 541 19
17 289 309 11
18 289 309 11
19 162 174 6
20 90 97 3
21 54 58 2
22 18 19 1
23 18 19 1
24 18 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-130
5.5.1.c
Packet Pg. 1290 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 33.2 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:37 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 68
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3804 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3736 1 68 No No No No No Yes Yes Yes No No
2 3 3624 1 66 No No No No No Yes Yes Yes No No
3 3 3549 1 65 No No No No No Yes Yes Yes No No
4 3 3325 1 61 No No No No No Yes Yes Yes No No
5 3 2951 1 54 No No No No No No Yes Yes No No
6 3 2914 1 53 No No No No No No Yes Yes No No
7 3 2877 1 52 No No No No No No Yes Yes No No
8 3 2615 1 48 No No No No No No No Yes No No
9 3 2578 1 47 No No No No No No No Yes No No
10 3 2541 1 46 No No No No No No No Yes No No
11 3 2204 1 40 No No No No No No No No No No
12 3 2055 1 37 No No No No No No No No No No
13 3 2017 1 37 No No No No No No No No No No
14 3 1495 1 27 No No No No No No No No No No
15 3 1495 1 27 No No No No No No No No No No
16 3 1046 1 19 No No No No No No No No No No
17 3 598 1 11 No No No No No No No No No No
18 3 598 1 11 No No No No No No No No No No
19 3 336 1 6 No No No No No No No No No No
20 3 187 1 3 No No No No No No No No No No
21 3 112 1 2 No No No No No No No No No No
22 3 37 1 1 No No No No No No No No No No
23 3 37 1 1 No No No No No No No No No No
24 3 37 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 4 7 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-131
5.5.1.c
Packet Pg. 1291 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1880 1890 137
2 1824 1833 133
3 1786 1796 130
4 1673 1682 122
5 1485 1493 108
6 1466 1474 107
7 1448 1455 105
8 1316 1323 96
9 1297 1304 95
10 1278 1285 93
11 1109 1115 81
12 1034 1040 75
13 1015 1021 74
14 752 756 55
15 752 756 55
16 526 529 38
17 301 302 22
18 301 302 22
19 169 170 12
20 94 95 7
21 56 57 4
22 19 19 1
23 19 19 1
24 19 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-132
5.5.1.c
Packet Pg. 1292 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 44.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:41 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 137
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 3907 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3770 1 137 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 4 3657 1 133 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 4 3582 1 130 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 4 3355 1 122 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
5 4 2978 1 108 No No Yes Yes Yes Yes Yes Yes Yes Yes
6 4 2940 1 107 No No Yes Yes Yes Yes Yes Yes Yes Yes
7 4 2903 1 105 No No Yes Yes Yes Yes Yes Yes Yes Yes
8 4 2639 1 96 No No No Yes Yes Yes Yes Yes Yes No
9 4 2601 1 95 No No No Yes Yes Yes Yes Yes Yes No
10 4 2563 1 93 No No No Yes Yes Yes Yes Yes Yes No
11 4 2224 1 81 No No No No Yes Yes Yes Yes Yes No
12 4 2074 1 75 No No No No Yes Yes Yes Yes No No
13 4 2036 1 74 No No No No No Yes Yes Yes No No
14 4 1508 1 55 No No No No No No Yes Yes No No
15 4 1508 1 55 No No No No No No Yes Yes No No
16 4 1055 1 38 No No No No No No No No No No
17 4 603 1 22 No No No No No No No No No No
18 4 603 1 22 No No No No No No No No No No
19 4 339 1 12 No No No No No No No No No No
20 4 189 1 7 No No No No No No No No No No
21 4 113 1 4 No No No No No No No No No No
22 4 38 1 1 No No No No No No No No No No
23 4 38 1 1 No No No No No No No No No No
24 4 38 1 1 No No No No No No No No No No
Hours
Met 0 4 7 10 12 13 15 15 11 7
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-133
5.5.1.c
Packet Pg. 1293 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 215 161 164
2 209 156 159
3 204 153 156
4 191 143 146
5 170 127 130
6 168 126 128
7 166 124 126
8 151 113 115
9 148 111 113
10 146 109 112
11 127 95 97
12 118 89 90
13 116 87 89
14 86 64 66
15 86 64 66
16 60 45 46
17 34 26 26
18 34 26 26
19 19 14 15
20 11 8 8
21 6 5 5
22 2 2 2
23 2 2 2
24 2 2 2
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-134
5.5.1.c
Packet Pg. 1294 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.3 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:28 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 164
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 540 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 376 1 164 No No Yes Yes No No No No No No
2 1 365 1 159 No No Yes Yes No No No No No No
3 1 357 1 156 No No Yes Yes No No No No No No
4 1 334 1 146 No No No Yes No No No No No No
5 1 297 1 130 No No No Yes No No No No No No
6 1 294 1 128 No No No Yes No No No No No No
7 1 290 1 126 No No No Yes No No No No No No
8 1 264 1 115 No No No No No No No No No No
9 1 259 1 113 No No No No No No No No No No
10 1 255 1 112 No No No No No No No No No No
11 1 222 1 97 No No No No No No No No No No
12 1 207 1 90 No No No No No No No No No No
13 1 203 1 89 No No No No No No No No No No
14 1 150 1 66 No No No No No No No No No No
15 1 150 1 66 No No No No No No No No No No
16 1 105 1 46 No No No No No No No No No No
17 1 60 1 26 No No No No No No No No No No
18 1 60 1 26 No No No No No No No No No No
19 1 33 1 15 No No No No No No No No No No
20 1 19 1 8 No No No No No No No No No No
21 1 11 1 5 No No No No No No No No No No
22 1 4 1 2 No No No No No No No No No No
23 1 4 1 2 No No No No No No No No No No
24 1 4 1 2 No No No No No No No No No No
Hours
Met 0 0 3 7 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-135
5.5.1.c
Packet Pg. 1295 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 270 397 84 65
2 262 385 81 63
3 257 377 80 62
4 240 353 75 58
5 213 314 66 51
6 211 310 66 51
7 208 306 65 50
8 189 278 59 46
9 186 274 58 45
10 184 270 57 44
11 159 234 50 38
12 149 218 46 36
13 146 214 45 35
14 108 159 34 26
15 108 159 34 26
16 76 111 24 18
17 43 64 13 10
18 43 64 13 10
19 24 36 8 6
20 14 20 4 3
21 8 12 3 2
22 3 4 1 1
23 3 4 1 1
24 3 4 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-136
5.5.1.c
Packet Pg. 1296 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 11.8 19.1 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:16 0:20 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 84 65
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 816 816 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 667 2 84 No No No No No Yes Yes Yes No No
2 1 647 2 81 No No No No No Yes Yes Yes No No
3 1 634 2 80 No No No No No Yes Yes Yes No No
4 1 593 2 75 No No No No No No Yes Yes No No
5 1 527 2 66 No No No No No No No Yes No No
6 1 521 2 66 No No No No No No No Yes No No
7 1 514 2 65 No No No No No No No Yes No No
8 1 467 2 59 No No No No No No No Yes No No
9 1 460 2 58 No No No No No No No Yes No No
10 1 454 2 57 No No No No No No No Yes No No
11 1 393 2 50 No No No No No No No No No No
12 1 367 2 46 No No No No No No No No No No
13 1 360 2 45 No No No No No No No No No No
14 1 267 2 34 No No No No No No No No No No
15 1 267 2 34 No No No No No No No No No No
16 1 187 2 24 No No No No No No No No No No
17 1 107 2 13 No No No No No No No No No No
18 1 107 2 13 No No No No No No No No No No
19 1 60 2 8 No No No No No No No No No No
20 1 34 2 4 No No No No No No No No No No
21 1 20 2 3 No No No No No No No No No No
22 1 7 2 1 No No No No No No No No No No
23 1 7 2 1 No No No No No No No No No No
24 1 7 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 3 4 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2022 (SP 0-8)
Generated with
F-137
5.5.1.c
Packet Pg. 1297 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-IX
YEAR 2024 PLUS PROJECT LEVEL OF SERVICE
CALCULATION WORKSHEETS
OPTION 2A
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-138
5.5.1.c
Packet Pg. 1298 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2159 1765 35
2 2094 1712 34
3 2051 1677 33
4 1922 1571 31
5 1706 1394 28
6 1684 1377 27
7 1662 1359 27
8 1511 1236 25
9 1490 1218 24
10 1468 1200 24
11 1274 1041 21
12 1187 971 19
13 1166 953 19
14 864 706 14
15 864 706 14
16 605 494 10
17 345 282 6
18 345 282 6
19 194 159 3
20 108 88 2
21 65 53 1
22 22 18 0
23 22 18 0
24 22 18 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-139
5.5.1.c
Packet Pg. 1299 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 22.7 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:13 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 35
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3959 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3924 1 35 No No No No No No No No No No
2 3 3806 1 34 No No No No No No No No No No
3 3 3728 1 33 No No No No No No No No No No
4 3 3493 1 31 No No No No No No No No No No
5 3 3100 1 28 No No No No No No No No No No
6 3 3061 1 27 No No No No No No No No No No
7 3 3021 1 27 No No No No No No No No No No
8 3 2747 1 25 No No No No No No No No No No
9 3 2708 1 24 No No No No No No No No No No
10 3 2668 1 24 No No No No No No No No No No
11 3 2315 1 21 No No No No No No No No No No
12 3 2158 1 19 No No No No No No No No No No
13 3 2119 1 19 No No No No No No No No No No
14 3 1570 1 14 No No No No No No No No No No
15 3 1570 1 14 No No No No No No No No No No
16 3 1099 1 10 No No No No No No No No No No
17 3 627 1 6 No No No No No No No No No No
18 3 627 1 6 No No No No No No No No No No
19 3 353 1 3 No No No No No No No No No No
20 3 196 1 2 No No No No No No No No No No
21 3 118 1 1 No No No No No No No No No No
22 3 40 1 0 No No No No No No No No No No
23 3 40 1 0 No No No No No No No No No No
24 3 40 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-140
5.5.1.c
Packet Pg. 1300 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 2137 1723 50
2 2073 1671 49
3 2030 1637 48
4 1902 1533 45
5 1688 1361 40
6 1667 1344 39
7 1645 1327 39
8 1496 1206 35
9 1475 1189 35
10 1453 1172 34
11 1261 1017 30
12 1175 948 28
13 1154 930 27
14 855 689 20
15 855 689 20
16 598 482 14
17 342 276 8
18 342 276 8
19 192 155 5
20 107 86 3
21 64 52 2
22 21 17 1
23 21 17 1
24 21 17 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-141
5.5.1.c
Packet Pg. 1301 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 22.6 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:18 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 50
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3910 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3860 1 50 No No No No No No No Yes No No
2 4 3744 1 49 No No No No No No No Yes No No
3 4 3667 1 48 No No No No No No No Yes No No
4 4 3435 1 45 No No No No No No No Yes No No
5 4 3049 1 40 No No No No No No No No No No
6 4 3011 1 39 No No No No No No No No No No
7 4 2972 1 39 No No No No No No No No No No
8 4 2702 1 35 No No No No No No No No No No
9 4 2664 1 35 No No No No No No No No No No
10 4 2625 1 34 No No No No No No No No No No
11 4 2278 1 30 No No No No No No No No No No
12 4 2123 1 28 No No No No No No No No No No
13 4 2084 1 27 No No No No No No No No No No
14 4 1544 1 20 No No No No No No No No No No
15 4 1544 1 20 No No No No No No No No No No
16 4 1080 1 14 No No No No No No No No No No
17 4 618 1 8 No No No No No No No No No No
18 4 618 1 8 No No No No No No No No No No
19 4 347 1 5 No No No No No No No No No No
20 4 193 1 3 No No No No No No No No No No
21 4 116 1 2 No No No No No No No No No No
22 4 38 1 1 No No No No No No No No No No
23 4 38 1 1 No No No No No No No No No No
24 4 38 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 4 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-142
5.5.1.c
Packet Pg. 1302 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 148 131 72
2 144 127 70
3 141 124 68
4 132 117 64
5 117 103 57
6 115 102 56
7 114 101 55
8 104 92 50
9 102 90 50
10 101 89 49
11 87 77 42
12 81 72 40
13 80 71 39
14 59 52 29
15 59 52 29
16 41 37 20
17 24 21 12
18 24 21 12
19 13 12 6
20 7 7 4
21 4 4 2
22 1 1 1
23 1 1 1
24 1 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-143
5.5.1.c
Packet Pg. 1303 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:11 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 72
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 351 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 279 1 72 No No No No No No No No No No
2 1 271 1 70 No No No No No No No No No No
3 1 265 1 68 No No No No No No No No No No
4 1 249 1 64 No No No No No No No No No No
5 1 220 1 57 No No No No No No No No No No
6 1 217 1 56 No No No No No No No No No No
7 1 215 1 55 No No No No No No No No No No
8 1 196 1 50 No No No No No No No No No No
9 1 192 1 50 No No No No No No No No No No
10 1 190 1 49 No No No No No No No No No No
11 1 164 1 42 No No No No No No No No No No
12 1 153 1 40 No No No No No No No No No No
13 1 151 1 39 No No No No No No No No No No
14 1 111 1 29 No No No No No No No No No No
15 1 111 1 29 No No No No No No No No No No
16 1 78 1 20 No No No No No No No No No No
17 1 45 1 12 No No No No No No No No No No
18 1 45 1 12 No No No No No No No No No No
19 1 25 1 6 No No No No No No No No No No
20 1 14 1 4 No No No No No No No No No No
21 1 8 1 2 No No No No No No No No No No
22 1 2 1 1 No No No No No No No No No No
23 1 2 1 1 No No No No No No No No No No
24 1 2 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-144
5.5.1.c
Packet Pg. 1304 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 188 212 41 68
2 182 206 40 66
3 179 201 39 65
4 167 189 36 61
5 149 167 32 54
6 147 165 32 53
7 145 163 32 52
8 132 148 29 48
9 130 146 28 47
10 128 144 28 46
11 111 125 24 40
12 103 117 23 37
13 102 114 22 37
14 75 85 16 27
15 75 85 16 27
16 53 59 11 19
17 30 34 7 11
18 30 34 7 11
19 17 19 4 6
20 9 11 2 3
21 6 6 1 2
22 2 2 0 1
23 2 2 0 1
24 2 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-145
5.5.1.c
Packet Pg. 1305 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.1 14.1 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:06 0:16 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 41 68
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 509 509 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 400 2 68 No No No No No No No No No No
2 1 388 2 66 No No No No No No No No No No
3 1 380 2 65 No No No No No No No No No No
4 1 356 2 61 No No No No No No No No No No
5 1 316 2 54 No No No No No No No No No No
6 1 312 2 53 No No No No No No No No No No
7 1 308 2 52 No No No No No No No No No No
8 1 280 2 48 No No No No No No No No No No
9 1 276 2 47 No No No No No No No No No No
10 1 272 2 46 No No No No No No No No No No
11 1 236 2 40 No No No No No No No No No No
12 1 220 2 37 No No No No No No No No No No
13 1 216 2 37 No No No No No No No No No No
14 1 160 2 27 No No No No No No No No No No
15 1 160 2 27 No No No No No No No No No No
16 1 112 2 19 No No No No No No No No No No
17 1 64 2 11 No No No No No No No No No No
18 1 64 2 11 No No No No No No No No No No
19 1 36 2 6 No No No No No No No No No No
20 1 20 2 3 No No No No No No No No No No
21 1 12 2 2 No No No No No No No No No No
22 1 4 2 1 No No No No No No No No No No
23 1 4 2 1 No No No No No No No No No No
24 1 4 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-146
5.5.1.c
Packet Pg. 1306 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1800 1932 73
2 1746 1874 71
3 1710 1835 69
4 1602 1719 65
5 1422 1526 58
6 1404 1507 57
7 1386 1488 56
8 1260 1352 51
9 1242 1333 50
10 1224 1314 50
11 1062 1140 43
12 990 1063 40
13 972 1043 39
14 720 773 29
15 720 773 29
16 504 541 20
17 288 309 12
18 288 309 12
19 162 174 7
20 90 97 4
21 54 58 2
22 18 19 1
23 18 19 1
24 18 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-147
5.5.1.c
Packet Pg. 1307 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 34.5 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:41 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 73
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3805 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3732 1 73 No No No No No Yes Yes Yes No No
2 3 3620 1 71 No No No No No Yes Yes Yes No No
3 3 3545 1 69 No No No No No Yes Yes Yes No No
4 3 3321 1 65 No No No No No Yes Yes Yes No No
5 3 2948 1 58 No No No No No No Yes Yes No No
6 3 2911 1 57 No No No No No No Yes Yes No No
7 3 2874 1 56 No No No No No No Yes Yes No No
8 3 2612 1 51 No No No No No No No Yes No No
9 3 2575 1 50 No No No No No No No Yes No No
10 3 2538 1 50 No No No No No No No Yes No No
11 3 2202 1 43 No No No No No No No Yes No No
12 3 2053 1 40 No No No No No No No No No No
13 3 2015 1 39 No No No No No No No No No No
14 3 1493 1 29 No No No No No No No No No No
15 3 1493 1 29 No No No No No No No No No No
16 3 1045 1 20 No No No No No No No No No No
17 3 597 1 12 No No No No No No No No No No
18 3 597 1 12 No No No No No No No No No No
19 3 336 1 7 No No No No No No No No No No
20 3 187 1 4 No No No No No No No No No No
21 3 112 1 2 No No No No No No No No No No
22 3 37 1 1 No No No No No No No No No No
23 3 37 1 1 No No No No No No No No No No
24 3 37 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 4 7 11 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-148
5.5.1.c
Packet Pg. 1308 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1880 1891 140
2 1824 1834 136
3 1786 1796 133
4 1673 1683 125
5 1485 1494 111
6 1466 1475 109
7 1448 1456 108
8 1316 1324 98
9 1297 1305 97
10 1278 1286 95
11 1109 1116 83
12 1034 1040 77
13 1015 1021 76
14 752 756 56
15 752 756 56
16 526 529 39
17 301 303 22
18 301 303 22
19 169 170 13
20 94 95 7
21 56 57 4
22 19 19 1
23 19 19 1
24 19 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-149
5.5.1.c
Packet Pg. 1309 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 45.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:45 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 140
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 3911 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3771 1 140 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 4 3658 1 136 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 4 3582 1 133 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 4 3356 1 125 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
5 4 2979 1 111 No No Yes Yes Yes Yes Yes Yes Yes Yes
6 4 2941 1 109 No No Yes Yes Yes Yes Yes Yes Yes Yes
7 4 2904 1 108 No No Yes Yes Yes Yes Yes Yes Yes Yes
8 4 2640 1 98 No No No Yes Yes Yes Yes Yes Yes No
9 4 2602 1 97 No No No Yes Yes Yes Yes Yes Yes No
10 4 2564 1 95 No No No Yes Yes Yes Yes Yes Yes No
11 4 2225 1 83 No No No No Yes Yes Yes Yes Yes No
12 4 2074 1 77 No No No No Yes Yes Yes Yes No No
13 4 2036 1 76 No No No No Yes Yes Yes Yes No No
14 4 1508 1 56 No No No No No No Yes Yes No No
15 4 1508 1 56 No No No No No No Yes Yes No No
16 4 1055 1 39 No No No No No No No No No No
17 4 604 1 22 No No No No No No No No No No
18 4 604 1 22 No No No No No No No No No No
19 4 339 1 13 No No No No No No No No No No
20 4 189 1 7 No No No No No No No No No No
21 4 113 1 4 No No No No No No No No No No
22 4 38 1 1 No No No No No No No No No No
23 4 38 1 1 No No No No No No No No No No
24 4 38 1 1 No No No No No No No No No No
Hours
Met 0 4 7 10 13 13 15 15 11 7
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-150
5.5.1.c
Packet Pg. 1310 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 217 162 169
2 210 157 164
3 206 154 161
4 193 144 150
5 171 128 134
6 169 126 132
7 167 125 130
8 152 113 118
9 150 112 117
10 148 110 115
11 128 96 100
12 119 89 93
13 117 87 91
14 87 65 68
15 87 65 68
16 61 45 47
17 35 26 27
18 35 26 27
19 20 15 15
20 11 8 8
21 7 5 5
22 2 2 2
23 2 2 2
24 2 2 2
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-151
5.5.1.c
Packet Pg. 1311 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:29 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 169
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 548 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 379 1 169 No No Yes Yes No No No No No No
2 1 367 1 164 No No Yes Yes No No No No No No
3 1 360 1 161 No No Yes Yes No No No No No No
4 1 337 1 150 No No No Yes No No No No No No
5 1 299 1 134 No No No Yes No No No No No No
6 1 295 1 132 No No No Yes No No No No No No
7 1 292 1 130 No No No Yes No No No No No No
8 1 265 1 118 No No No No No No No No No No
9 1 262 1 117 No No No No No No No No No No
10 1 258 1 115 No No No No No No No No No No
11 1 224 1 100 No No No No No No No No No No
12 1 208 1 93 No No No No No No No No No No
13 1 204 1 91 No No No No No No No No No No
14 1 152 1 68 No No No No No No No No No No
15 1 152 1 68 No No No No No No No No No No
16 1 106 1 47 No No No No No No No No No No
17 1 61 1 27 No No No No No No No No No No
18 1 61 1 27 No No No No No No No No No No
19 1 35 1 15 No No No No No No No No No No
20 1 19 1 8 No No No No No No No No No No
21 1 12 1 5 No No No No No No No No No No
22 1 4 1 2 No No No No No No No No No No
23 1 4 1 2 No No No No No No No No No No
24 1 4 1 2 No No No No No No No No No No
Hours
Met 0 0 3 7 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-152
5.5.1.c
Packet Pg. 1312 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 273 403 87 65
2 265 391 84 63
3 259 383 83 62
4 243 359 77 58
5 216 318 69 51
6 213 314 68 51
7 210 310 67 50
8 191 282 61 46
9 188 278 60 45
10 186 274 59 44
11 161 238 51 38
12 150 222 48 36
13 147 218 47 35
14 109 161 35 26
15 109 161 35 26
16 76 113 24 18
17 44 64 14 10
18 44 64 14 10
19 25 36 8 6
20 14 20 4 3
21 8 12 3 2
22 3 4 1 1
23 3 4 1 1
24 3 4 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-153
5.5.1.c
Packet Pg. 1313 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 11.9 19.5 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:17 0:21 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 87 65
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 828 828 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 676 2 87 No No No No No Yes Yes Yes No No
2 1 656 2 84 No No No No No Yes Yes Yes No No
3 1 642 2 83 No No No No No Yes Yes Yes No No
4 1 602 2 77 No No No No No No Yes Yes No No
5 1 534 2 69 No No No No No No No Yes No No
6 1 527 2 68 No No No No No No No Yes No No
7 1 520 2 67 No No No No No No No Yes No No
8 1 473 2 61 No No No No No No No Yes No No
9 1 466 2 60 No No No No No No No Yes No No
10 1 460 2 59 No No No No No No No Yes No No
11 1 399 2 51 No No No No No No No No No No
12 1 372 2 48 No No No No No No No No No No
13 1 365 2 47 No No No No No No No No No No
14 1 270 2 35 No No No No No No No No No No
15 1 270 2 35 No No No No No No No No No No
16 1 189 2 24 No No No No No No No No No No
17 1 108 2 14 No No No No No No No No No No
18 1 108 2 14 No No No No No No No No No No
19 1 61 2 8 No No No No No No No No No No
20 1 34 2 4 No No No No No No No No No No
21 1 20 2 3 No No No No No No No No No No
22 1 7 2 1 No No No No No No No No No No
23 1 7 2 1 No No No No No No No No No No
24 1 7 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 3 4 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2022 (SP 0-8)
Generated with
F-154
5.5.1.c
Packet Pg. 1314 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 2-16-3695-1 Kendall-Palm Commercial, San Bernardino
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4481 Sub Dividers - F.doc
APPENDIX F-X
YEAR 2024 PLUS PROJECT LEVEL OF SERVICE
CALCULATION WORKSHEETS
OPTION 2B
Note: Please note that it is the City’s and Caltrans convention to express the north-south orientation based on the I-5 Freeway. However, the analysis worksheets provided herein utilize the ‘true north’ orientation which assumes Alicia Parkway as north-south. This discrepancy in orientation should be noted when cross referencing the analysis worksheets with the tables in the traffic impact analysis report.
F-155
5.5.1.c
Packet Pg. 1315 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 2173 1776 29
2 2108 1723 28
3 2064 1687 28
4 1934 1581 26
5 1717 1403 23
6 1695 1385 23
7 1673 1368 22
8 1521 1243 20
9 1499 1225 20
10 1478 1208 20
11 1282 1048 17
12 1195 977 16
13 1173 959 16
14 869 710 12
15 869 710 12
16 608 497 8
17 348 284 5
18 348 284 5
19 196 160 3
20 109 89 1
21 65 53 1
22 22 18 0
23 22 18 0
24 22 18 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-156
5.5.1.c
Packet Pg. 1316 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 22.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:10 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 29
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3978 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3949 1 29 No No No No No No No No No No
2 3 3831 1 28 No No No No No No No No No No
3 3 3751 1 28 No No No No No No No No No No
4 3 3515 1 26 No No No No No No No No No No
5 3 3120 1 23 No No No No No No No No No No
6 3 3080 1 23 No No No No No No No No No No
7 3 3041 1 22 No No No No No No No No No No
8 3 2764 1 20 No No No No No No No No No No
9 3 2724 1 20 No No No No No No No No No No
10 3 2686 1 20 No No No No No No No No No No
11 3 2330 1 17 No No No No No No No No No No
12 3 2172 1 16 No No No No No No No No No No
13 3 2132 1 16 No No No No No No No No No No
14 3 1579 1 12 No No No No No No No No No No
15 3 1579 1 12 No No No No No No No No No No
16 3 1105 1 8 No No No No No No No No No No
17 3 632 1 5 No No No No No No No No No No
18 3 632 1 5 No No No No No No No No No No
19 3 356 1 3 No No No No No No No No No No
20 3 198 1 1 No No No No No No No No No No
21 3 118 1 1 No No No No No No No No No No
22 3 40 1 0 No No No No No No No No No No
23 3 40 1 0 No No No No No No No No No No
24 3 40 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-157
5.5.1.c
Packet Pg. 1317 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 2144 1729 46
2 2080 1677 45
3 2037 1643 44
4 1908 1539 41
5 1694 1366 36
6 1672 1349 36
7 1651 1331 35
8 1501 1210 32
9 1479 1193 32
10 1458 1176 31
11 1265 1020 27
12 1179 951 25
13 1158 934 25
14 858 692 18
15 858 692 18
16 600 484 13
17 343 277 7
18 343 277 7
19 193 156 4
20 107 86 2
21 64 52 1
22 21 17 0
23 21 17 0
24 21 17 0
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-158
5.5.1.c
Packet Pg. 1318 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 22.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:17 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 46
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3919 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3873 1 46 No No No No No No No Yes No No
2 4 3757 1 45 No No No No No No No Yes No No
3 4 3680 1 44 No No No No No No No Yes No No
4 4 3447 1 41 No No No No No No No No No No
5 4 3060 1 36 No No No No No No No No No No
6 4 3021 1 36 No No No No No No No No No No
7 4 2982 1 35 No No No No No No No No No No
8 4 2711 1 32 No No No No No No No No No No
9 4 2672 1 32 No No No No No No No No No No
10 4 2634 1 31 No No No No No No No No No No
11 4 2285 1 27 No No No No No No No No No No
12 4 2130 1 25 No No No No No No No No No No
13 4 2092 1 25 No No No No No No No No No No
14 4 1550 1 18 No No No No No No No No No No
15 4 1550 1 18 No No No No No No No No No No
16 4 1084 1 13 No No No No No No No No No No
17 4 620 1 7 No No No No No No No No No No
18 4 620 1 7 No No No No No No No No No No
19 4 349 1 4 No No No No No No No No No No
20 4 193 1 2 No No No No No No No No No No
21 4 116 1 1 No No No No No No No No No No
22 4 38 1 0 No No No No No No No No No No
23 4 38 1 0 No No No No No No No No No No
24 4 38 1 0 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 3 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-159
5.5.1.c
Packet Pg. 1319 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 151 132 66
2 146 128 64
3 143 125 63
4 134 117 59
5 119 104 52
6 118 103 51
7 116 102 51
8 106 92 46
9 104 91 46
10 103 90 45
11 89 78 39
12 83 73 36
13 82 71 36
14 60 53 26
15 60 53 26
16 42 37 18
17 24 21 11
18 24 21 11
19 14 12 6
20 8 7 3
21 5 4 2
22 2 1 1
23 2 1 1
24 2 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-160
5.5.1.c
Packet Pg. 1320 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 9.5 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:10 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 66
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 349 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 283 1 66 No No No No No No No No No No
2 1 274 1 64 No No No No No No No No No No
3 1 268 1 63 No No No No No No No No No No
4 1 251 1 59 No No No No No No No No No No
5 1 223 1 52 No No No No No No No No No No
6 1 221 1 51 No No No No No No No No No No
7 1 218 1 51 No No No No No No No No No No
8 1 198 1 46 No No No No No No No No No No
9 1 195 1 46 No No No No No No No No No No
10 1 193 1 45 No No No No No No No No No No
11 1 167 1 39 No No No No No No No No No No
12 1 156 1 36 No No No No No No No No No No
13 1 153 1 36 No No No No No No No No No No
14 1 113 1 26 No No No No No No No No No No
15 1 113 1 26 No No No No No No No No No No
16 1 79 1 18 No No No No No No No No No No
17 1 45 1 11 No No No No No No No No No No
18 1 45 1 11 No No No No No No No No No No
19 1 26 1 6 No No No No No No No No No No
20 1 15 1 3 No No No No No No No No No No
21 1 9 1 2 No No No No No No No No No No
22 1 3 1 1 No No No No No No No No No No
23 1 3 1 1 No No No No No No No No No No
24 1 3 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-161
5.5.1.c
Packet Pg. 1321 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 192 208 39 68
2 186 202 38 66
3 182 198 37 65
4 171 185 35 61
5 152 164 31 54
6 150 162 30 53
7 148 160 30 52
8 134 146 27 48
9 132 144 27 47
10 131 141 27 46
11 113 123 23 40
12 106 114 21 37
13 104 112 21 37
14 77 83 16 27
15 77 83 16 27
16 54 58 11 19
17 31 33 6 11
18 31 33 6 11
19 17 19 4 6
20 10 10 2 3
21 6 6 1 2
22 2 2 0 1
23 2 2 0 1
24 2 2 0 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-162
5.5.1.c
Packet Pg. 1322 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.1 14.1 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:06 0:15 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 39 68
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 507 507 Number of Approaches on Intersection 4 4
Total Volume Condition Met No No
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 400 2 68 No No No No No No No No No No
2 1 388 2 66 No No No No No No No No No No
3 1 380 2 65 No No No No No No No No No No
4 1 356 2 61 No No No No No No No No No No
5 1 316 2 54 No No No No No No No No No No
6 1 312 2 53 No No No No No No No No No No
7 1 308 2 52 No No No No No No No No No No
8 1 280 2 48 No No No No No No No No No No
9 1 276 2 47 No No No No No No No No No No
10 1 272 2 46 No No No No No No No No No No
11 1 236 2 40 No No No No No No No No No No
12 1 220 2 37 No No No No No No No No No No
13 1 216 2 37 No No No No No No No No No No
14 1 160 2 27 No No No No No No No No No No
15 1 160 2 27 No No No No No No No No No No
16 1 112 2 19 No No No No No No No No No No
17 1 64 2 11 No No No No No No No No No No
18 1 64 2 11 No No No No No No No No No No
19 1 36 2 6 No No No No No No No No No No
20 1 20 2 3 No No No No No No No No No No
21 1 12 2 2 No No No No No No No No No No
22 1 4 2 1 No No No No No No No No No No
23 1 4 2 1 No No No No No No No No No No
24 1 4 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-163
5.5.1.c
Packet Pg. 1323 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 2: Alicia Parkway at Project Driveway 2 Hour Major Streets Minor Streets
S N W
1 1804 1937 71
2 1750 1879 69
3 1714 1840 67
4 1606 1724 63
5 1425 1530 56
6 1407 1511 55
7 1389 1491 55
8 1263 1356 50
9 1245 1337 49
10 1227 1317 48
11 1064 1143 42
12 992 1065 39
13 974 1046 38
14 722 775 28
15 722 775 28
16 505 542 20
17 289 310 11
18 289 310 11
19 162 174 6
20 90 97 4
21 54 58 2
22 18 19 1
23 18 19 1
24 18 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-164
5.5.1.c
Packet Pg. 1324 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 34.2 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:40 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 71
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 3812 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 3741 1 71 No No No No No Yes Yes Yes No No
2 3 3629 1 69 No No No No No Yes Yes Yes No No
3 3 3554 1 67 No No No No No Yes Yes Yes No No
4 3 3330 1 63 No No No No No Yes Yes Yes No No
5 3 2955 1 56 No No No No No No Yes Yes No No
6 3 2918 1 55 No No No No No No Yes Yes No No
7 3 2880 1 55 No No No No No No Yes Yes No No
8 3 2619 1 50 No No No No No No No Yes No No
9 3 2582 1 49 No No No No No No No Yes No No
10 3 2544 1 48 No No No No No No No Yes No No
11 3 2207 1 42 No No No No No No No Yes No No
12 3 2057 1 39 No No No No No No No No No No
13 3 2020 1 38 No No No No No No No No No No
14 3 1497 1 28 No No No No No No No No No No
15 3 1497 1 28 No No No No No No No No No No
16 3 1047 1 20 No No No No No No No No No No
17 3 599 1 11 No No No No No No No No No No
18 3 599 1 11 No No No No No No No No No No
19 3 336 1 6 No No No No No No No No No No
20 3 187 1 4 No No No No No No No No No No
21 3 112 1 2 No No No No No No No No No No
22 3 37 1 1 No No No No No No No No No No
23 3 37 1 1 No No No No No No No No No No
24 3 37 1 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 4 7 11 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-165
5.5.1.c
Packet Pg. 1325 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 3: Alicia Parkway at Project Driveway 3 Hour Major Streets Minor Streets
S N W
1 1884 1893 140
2 1827 1836 136
3 1790 1798 133
4 1677 1685 125
5 1488 1495 111
6 1470 1477 109
7 1451 1458 108
8 1319 1325 98
9 1300 1306 97
10 1281 1287 95
11 1112 1117 83
12 1036 1041 77
13 1017 1022 76
14 754 757 56
15 754 757 56
16 528 530 39
17 301 303 22
18 301 303 22
19 170 170 13
20 94 95 7
21 57 57 4
22 19 19 1
23 19 19 1
24 19 19 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches W
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-166
5.5.1.c
Packet Pg. 1326 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation W
Total Stopped Delay Per Vehicle on Minor Approach (s) 45.6 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:46 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 140
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 3917 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 4 3777 1 140 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 4 3663 1 136 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 4 3588 1 133 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 4 3362 1 125 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
5 4 2983 1 111 No No Yes Yes Yes Yes Yes Yes Yes Yes
6 4 2947 1 109 No No Yes Yes Yes Yes Yes Yes Yes Yes
7 4 2909 1 108 No No Yes Yes Yes Yes Yes Yes Yes Yes
8 4 2644 1 98 No No No Yes Yes Yes Yes Yes Yes No
9 4 2606 1 97 No No No Yes Yes Yes Yes Yes Yes No
10 4 2568 1 95 No No No Yes Yes Yes Yes Yes Yes No
11 4 2229 1 83 No No No No Yes Yes Yes Yes Yes No
12 4 2077 1 77 No No No No Yes Yes Yes Yes No No
13 4 2039 1 76 No No No No Yes Yes Yes Yes No No
14 4 1511 1 56 No No No No No No Yes Yes No No
15 4 1511 1 56 No No No No No No Yes Yes No No
16 4 1058 1 39 No No No No No No No No No No
17 4 604 1 22 No No No No No No No No No No
18 4 604 1 22 No No No No No No No No No No
19 4 340 1 13 No No No No No No No No No No
20 4 189 1 7 No No No No No No No No No No
21 4 114 1 4 No No No No No No No No No No
22 4 38 1 1 No No No No No No No No No No
23 4 38 1 1 No No No No No No No No No No
24 4 38 1 1 No No No No No No No No No No
Hours
Met 0 4 7 10 13 13 15 15 11 7
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-167
5.5.1.c
Packet Pg. 1327 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 4: Project Driveway 3 at Hon Avenue Hour Major Streets Minor Streets
E W S
1 217 162 172
2 210 157 167
3 206 154 163
4 193 144 153
5 171 128 136
6 169 126 134
7 167 125 132
8 152 113 120
9 150 112 119
10 148 110 117
11 128 96 101
12 119 89 95
13 117 87 93
14 87 65 69
15 87 65 69
16 61 45 48
17 35 26 28
18 35 26 28
19 20 15 15
20 11 8 9
21 7 5 5
22 2 2 2
23 2 2 2
24 2 2 2
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-168
5.5.1.c
Packet Pg. 1328 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.4 Number of Lanes on Minor Street Approach 1
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:29 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 172
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 551 Number of Approaches on Intersection 3
Total Volume Condition Met No
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 379 1 172 No No Yes Yes No No No No No No
2 1 367 1 167 No No Yes Yes No No No No No No
3 1 360 1 163 No No Yes Yes No No No No No No
4 1 337 1 153 No No No Yes No No No No No No
5 1 299 1 136 No No No Yes No No No No No No
6 1 295 1 134 No No No Yes No No No No No No
7 1 292 1 132 No No No Yes No No No No No No
8 1 265 1 120 No No No No No No No No No No
9 1 262 1 119 No No No No No No No No No No
10 1 258 1 117 No No No No No No No No No No
11 1 224 1 101 No No No No No No No No No No
12 1 208 1 95 No No No No No No No No No No
13 1 204 1 93 No No No No No No No No No No
14 1 152 1 69 No No No No No No No No No No
15 1 152 1 69 No No No No No No No No No No
16 1 106 1 48 No No No No No No No No No No
17 1 61 1 28 No No No No No No No No No No
18 1 61 1 28 No No No No No No No No No No
19 1 35 1 15 No No No No No No No No No No
20 1 19 1 9 No No No No No No No No No No
21 1 12 1 5 No No No No No No No No No No
22 1 4 1 2 No No No No No No No No No No
23 1 4 1 2 No No No No No No No No No No
24 1 4 1 2 No No No No No No No No No No
Hours
Met 0 0 3 7 0 0 0 0 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-169
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Packet Pg. 1329 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Signal Warrants Report For Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Hour Major Streets Minor Streets
E W S N
1 272 404 87 65
2 264 392 84 63
3 258 384 83 62
4 242 360 77 58
5 215 319 69 51
6 212 315 68 51
7 209 311 67 50
8 190 283 61 46
9 188 279 60 45
10 185 275 59 44
11 160 238 51 38
12 150 222 48 36
13 147 218 47 35
14 109 162 35 26
15 109 162 35 26
16 76 113 24 18
17 44 65 14 10
18 44 65 14 10
19 24 36 8 6
20 14 20 4 3
21 8 12 3 2
22 3 4 1 1
23 3 4 1 1
24 3 4 1 1
Warrant Analysis Traffic Volumes
Major Approaches E, W
Minor Approaches S, N
Speed > 40mph No
Population < 10,000 No
Warrant Factor 100%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-170
5.5.1.c
Packet Pg. 1330 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Orientation S N
Total Stopped Delay Per Vehicle on Minor Approach (s) 11.9 19.4 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:17 0:21 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 87 65
High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 828 828 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 676 2 87 No No No No No Yes Yes Yes No No
2 1 656 2 84 No No No No No Yes Yes Yes No No
3 1 642 2 83 No No No No No Yes Yes Yes No No
4 1 602 2 77 No No No No No No Yes Yes No No
5 1 534 2 69 No No No No No No No Yes No No
6 1 527 2 68 No No No No No No No Yes No No
7 1 520 2 67 No No No No No No No Yes No No
8 1 473 2 61 No No No No No No No Yes No No
9 1 467 2 60 No No No No No No No Yes No No
10 1 460 2 59 No No No No No No No Yes No No
11 1 398 2 51 No No No No No No No No No No
12 1 372 2 48 No No No No No No No No No No
13 1 365 2 47 No No No No No No No No No No
14 1 271 2 35 No No No No No No No No No No
15 1 271 2 35 No No No No No No No No No No
16 1 189 2 24 No No No No No No No No No No
17 1 109 2 14 No No No No No No No No No No
18 1 109 2 14 No No No No No No No No No No
19 1 60 2 8 No No No No No No No No No No
20 1 34 2 4 No No No No No No No No No No
21 1 20 2 3 No No No No No No No No No No
22 1 7 2 1 No No No No No No No No No No
23 1 7 2 1 No No No No No No No No No No
24 1 7 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 3 4 10 0 0
Warrant Analysis by Hour
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2022 (SP 0-8)
Generated with
F-171
5.5.1.c
Packet Pg. 1331 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza))
LINSCOTT
,LAW &GREENSPAN, engineers LLG Ref. 2.22.4533.1
Laguna Hills Plaza, Laguna Hills
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4533 Dividers.doc APPENDIX G CARL’S JR.DRIVE-THROUGH QUEUEING
OBSERVATIONS
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Packet Pg. 1332 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Location: 24901 Alicia Parkway Date: 3/2/2022
City: Laguna Hills Day: Wednesday
Time Queue 1 ‐ Pick‐Up Window
to Order Menu
Queue 2 ‐ Order Menu to
back of queue
Total Queue
7:00 AM 1 0 1
7:05 AM 0 0 0
7:10 AM 1 0 1
7:15 AM 0 0 0
7:20 AM 1 0 1
7:25 AM 0 0 0
7:30 AM 0 0 0
7:35 AM 0 0 0
7:40 AM 0 0 0
7:45 AM 0 0 0
7:50 AM 0 0 0
7:55 AM 1 0 0
8:00 AM 0 0 0
8:05 AM 0 0 0
8:10 AM 1 1 2
8:15 AM 0 2 2
8:20 AM 0 0 0
8:25 AM 0 0 0
8:30 AM 0 1 1
8:35 AM 0 0 0
8:40 AM 1 1 2
8:45 AM 0 0 0
8:50 AM 0 0 0
8:55 AM 0 0 0
9:00 AM 0 0 0
11:00 AM 0 0 0
11:05 AM 0 0 0
11:10 AM 0 0 0
11:15 AM 1 1 2
11:20 AM 1 0 1
11:25 AM 0 0 0
11:30 AM 2 1 3
11:35 AM 2 1 3
11:40 AM 0 0 0
11:45 AM 0 0 0
11:50 AM 2 0 2
11:55 AM 0 0 0
12:00 PM 0 0 0
12:05 PM 3 0 3
Carl's Jr. Laguna Hills ‐ Weekday
Queue Study
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Packet Pg. 1333 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Time Queue
1 ‐ Pick‐Up Window
to Order Menu
Queue2 ‐ Order Menu to
back of queue
Total Queue
12:10 PM
000
12:15 PM
000
12:20 PM
000
12:25 PM
000
12:30 PM
101
12:35 PM
101
12:40 PM
000
12:45 PM
101
12:50 PM
000
12:55 PM
101
1:00 PM
000
4:00 PM
101
4:05 PM
101
4:10 PM
000
4:15 PM
000
4:20 PM
000
4:25 PM
000
4:30 PM
000
4:35 PM
011
4:40 PM
101
4:45 PM
000
4:50 PM
101
4:55 PM
000
5:00 PM
100
5:05 PM
101
5:10 PM
202
5:15 PM
000
5:20 PM
123
5:25 PM
112
5:30 PM
101
5:35 PM
101
5:40 PM
000
5:45 PM
000
5:50 PM
202
5:55 PM
202
6:00 PM
101
G-3
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Packet Pg. 1334 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Location: 24901 Alicia Parkway Date: 3/5/2022
City: Laguna Hills Day: Saturday
Time Queue 1 ‐ Pick‐Up Window
to Order Menu
Queue 2 ‐ Order Menu to
back of queue
Total Queue
7:00 AM 0 0 0
7:05 AM 0 0 0
7:10 AM 0 0 0
7:15 AM 0 0 0
7:20 AM 0 0 0
7:25 AM 0 0 0
7:30 AM 0 0 0
7:35 AM 0 0 0
7:40 AM 0 0 0
7:45 AM 0 0 0
7:50 AM 0 0 0
7:55 AM 0 0 0
8:00 AM 1 0 0
8:05 AM 0 0 0
8:10 AM 0 0 0
8:15 AM 0 0 0
8:20 AM 0 0 0
8:25 AM 0 0 0
8:30 AM 0 0 0
8:35 AM 3 0 3
8:40 AM 1 1 2
8:45 AM 0 0 0
8:50 AM 0 0 0
8:55 AM 0 0 0
9:00 AM 0 0 0
11:00 AM 0 0 0
11:05 AM 2 0 2
11:10 AM 1 0 1
11:15 AM 1 1 2
11:20 AM 1 1 2
11:25 AM 0 0 0
11:30 AM 0 0 0
11:35 AM 0 0 0
11:40 AM 1 0 1
11:45 AM 1 0 1
11:50 AM 1 0 1
11:55 AM 1 0 1
12:00 PM 3 0 3
12:05 PM 0 0 0
Carl's Jr. Laguna Hills ‐ Saturday
Queue Study
G-4
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Packet Pg. 1335 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Time Queue
1 ‐ Pick‐Up Window
to Order Menu
Queue2 ‐ Order Menu to
back of queue
Total Queue
12:10 PM
000
12:15 PM
101
12:20 PM
000
12:25 PM
000
12:30 PM
000
12:35 PM
112
12:40 PM
314
12:45 PM
202
12:50 PM
101
12:55 PM
000
1:00 PM
000
4:00 PM
213
4:05 PM
000
4:10 PM
000
4:15 PM
202
4:20 PM
000
4:25 PM
000
4:30 PM
101
4:35 PM
000
4:40 PM
000
4:45 PM
101
4:50 PM
000
4:55 PM
000
5:00 PM
000
5:05 PM
000
5:10 PM
202
5:15 PM
000
5:20 PM
000
5:25 PM
000
5:30 PM
000
5:35 PM
101
5:40 PM
000
5:45 PM
000
5:50 PM
000
5:55 PM
011
6:00 PM
000
G-5
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Packet Pg. 1336 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza))
LINSCOTT
,LAW &GREENSPAN, engineers LLG Ref. 2.22.4533.1
Laguna Hills Plaza, Laguna Hills
N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Misc\4533 Dividers.doc APPENDIX H
CITY OF LAGUNA HILLS VMTSCREENING FORM
H-1
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Packet Pg. 1337 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) PAGE 1 of 2
YES NO X
YES NO X
YES X NO
YES X NO
YES NO X
21.6 VMT/Capita
25.1 VMT/Employee
21.0 VMT/Capita
23.2 VMT/Employee X 1 Base year (2016) projections from OCTAM.
Trip Generation Evaluation:
3,022
YES NO
YES NO
YES NO
YES NO
3,022
Does project trip generation warrant an LOS evaluation outside of CEQA? YES X NO CITY OF LAGUNA HILLS VMT SCOPING FORM Page 2 of 2
24901 Alicia Parkway, Laguna Hills, CA 92653
Laguna Hills Plaza
Neighborhood Mixed Use & Alicia Gateway
Neighborhood Mixed Use & Alicia Gateway
same as current
same as current
% Trip Credit:
B. Is the Project within 1/2 mile of qualifying transit? C. Is the Project a local serving land use?
ITE
Project Name:
Project Location:
Project Description:
(Please attach a copy of the project Site Plan)
If a project requires a General Plan Amendment or Zone change, then additional information and analysis should be provided to ensure the project is consistent with RTP/SCS Strategies and RHNA Allocation Plan.
Attachments:
Citywide VMT Averages1
Citywide Home‐Based VMT =
Citywide Employment VMT =
Low VMT Area Evaluation:
Attachments:
Project TAZ
1458
VMT Rate for Project TAZ1 Type of Project
Residential:
Non‐Residential:
Internal Trip Credit:
Pass‐By Trip Credit: % Trip Credit:
Trip Credit:
Affordable Housing Credit: % Trip Credit:
CITY OF LAGUNA HILLS
VMT SCREENING FORM FOR LAND USE PROJECTS
Source of Trip Generation:
Project Trip Generation:
Net Project Trip Generation:
E. Are the Project's Net Daily Trips less than 500 ADT? D. Is the Project in a low VMT area?
This Screening Form acknowledges the City of Laguna Hills requirements for the evaluation of vehicle miles traveled (VMT) under CEQA. The analysis provided in this form should follow the City of Laguna Hills approved VMT Guidelines, dated July 9, 2020.
I. Project Description
Case Number:
Attachments:
Attachments:
Attachments:
Current GP Land Use: Proposed GP Land Use:
Existing Land Use Trip Credit:
A. Is the Project 100% affordable housing?
Average Daily Trips (ADT)
Average Daily Trips (ADT)
Attachments:
Current Zoning: Proposed Zoning:
II. VMT Screening Criteria
H-2
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Packet Pg. 1338 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza))
YES NO X
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
(Attach additional pages, if necessary, and a copy of all mitigation calculations.)
0.00%
0.00%
0.00%
0.00%
A Project is presumed to have a less than significant impact on VMT if the Project satisfies at least one (1) of the VMT screening criteria.
N/A
Source of VMT Reduction Estimates:
C. Percentage Reduction Required to Achieve the Citywide Average VMT:
A. Citywide Average VMT Rate (Threshold of Significance) for Mitigation Purposes:
D. VMT Reduction Mitigation Measures:
B. Is mitigation required?
No Mitigation Required
N/A N/A
B. Unmitigated Project TAZ VMT Rate: N/A N/A
Contact:
Address:
Prepared By
Company:
0.00%
0.00%
Contact:
Address:
Phone: Phone:
Company:
Developer/Applicant
F. Is the project presumed to have a less than significant impact with mitigation? N/A If the mitigated Project VMT rate is below the Citywide Average Rate, then the Project is presumed to have a less than significant impact with mitigation. If the answer is no, then additional VMT modeling may be required and a potentially significant and unavoidable impact may occur. All mitigation measures identified in Section IV.D. are subject to become Conditions of Approval of the project. Development review and processing fees should be submitted with, or prior to the submittal of this Form. The Planning Department staff will not process the Form prior to fees being paid to the City.
Date Laguna Hills Public Services Dept. Date
Approved by:
Laguna Hills Community Development Dept.
Email:
Date:
Email:
Date:
IV. MITIGATION
If the Project does not satisfy at least one (1) of the VMT screening criteria, then mitigation is required to reduce the Project's impact on VMT.
A. Is the Project presumed to have a less than significant impact on VMT? Less Than Significant
If the Project does not satisfy at least one (1) of the VMT screening criteria AND generates 2,400 or more net daily trips, then additional VMT modeling using OCTAM is required. If the project generates less than 2,400 net daily trips, the Project TAZ VMT Rate can be used for mitigation purposes.
C. Is additional VMT modeling required to evaluate Project impacts? III. VMT Screening Summary
Project Location Setting
N/A
VMT Reduction Mitigation Measure:
Estimated VMT
Reduction (%)
0.00%
0.00%
0.00%
0.00%
E. Mitigated Project TAZ VMT Rate: N/A
0.00%
Total VMT Reduction (%)
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Packet Pg. 1339 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) N:\4500\2224533 - Laguna Hills Plaza, Laguna Hills\Parking\4533 Parking Study 12-20-22.docx December 20, 2022
Mr. Bret B. Bernard, AICP
Milan Capital Management
701 South Parker Street, Suite 5200
Orange, California 92868
LLG Reference: 2.22.4533.1
Subject: Parking Study for Laguna Hills Plaza
Laguna Hills, California
Dear Mr. Bernard:
Linscott, Law & Greenspan, Engineers (LLG) is pleased to submit the findings of a Parking Study we completed for Laguna Hills Plaza located at 24901 Alicia Parkway in the City of Laguna Hills (herein referred to as the “Project”).
The study effort included undertaking the following key steps:
a) Applied the square footage reported in the development tabulation for existing and four future scenarios (Options 1A, 1B, 2A, and 2B) provided to LLG, as required by the City’s parking methodology per City Code, and compared Codebased requirements against supply to determine any surplus or deficiency. It should be noted that City Code does allow for shared parking calculations in mixed-use developments such as the Project.
b) Applied the Urban Land Institute’s (ULI’s) parking methodology for shopping centers to determine whether an overall/consolidated parking ratio of 4.0 spaces per 1,000 SF would be appropriate for estimating the Project’s parking requirements with development of each of the four future scenarios, and compared demand against supply to determine any surplus or deficiency. c) Evaluated existing parking demand based on conducting three days of parking counts in November 2021 (adjusted to allow for 10%, 50%, and 100% contingencies because the effects of the pandemic on current parking demand cannot be quantified), and derived empirical ratios (based on adjusted demand values presuming a 100% contingency) for comparison to ULI’s recommended ratio of 4.0 spaces per 1,000 SF for shopping centers that are similar in size to Laguna Hills Plaza.
5.5.1.d
Packet Pg. 1340
Attachment: Attachment D – Parking Study (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Mr. Bret B. Bernard
December 20, 2022