Cities Index.
Agenda packet, regular meeting

Laguna Hills City Council
January 24, 2023

Document
Agenda packet, regular meeting
Meeting
January 24, 2023
Body
Laguna Hills City Council
Pages
22
Original file
125.2 MB
Text extracted from the city's file for reading and search. Open the original on lagunahillsca.api.civicclerk.com. That file is the official record.

5.5.1.c
Packet Pg. 352 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.519
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.34 0.34 0.05 0.35 0.35 0.02 0.02 0.02 0.01 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-124

5.5.1.c
Packet Pg. 353 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.473
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 40 1716 40 69 1601 26 21 1 27 27 5 39 Total 15-Minute Volume [veh/h] 10 429 10 17 400 7 5 0 7 7 1 10 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] 40 1716 40 69 1601 26 21 1 27 27 5 39 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] 40 1716 40 69 1601 26 21 1 27 27 5 39 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-125

5.5.1.c
Packet Pg. 354 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.473
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.34 0.34 0.04 0.32 0.32 0.01 0.02 0.02 0.02 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-126

5.5.1.c
Packet Pg. 355 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.579
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 296 1369 91 153 1292 325 331 426 435 92 277 78 Total 15-Minute Volume [veh/h] 74 342 23 38 323 81 83 107 109 23 69 20 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] 296 1369 91 153 1292 325 331 426 435 92 277 78 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] 296 1369 91 153 1292 325 331 426 435 92 277 78 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-127

5.5.1.c
Packet Pg. 356 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.579
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.29 0.29 0.09 0.25 0.19 0.10 0.13 0.04 0.03 0.05 0.05 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-128

5.5.1.c
Packet Pg. 357 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.966
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1864 0 0 1195 0 1091 0 853 0 0 0 Total 15-Minute Volume [veh/h] 0 466 0 0 299 0 273 0 213 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1864 234 0 1195 502 1091 0 853 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] 0 1864 234 0 1195 502 1091 0 853 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-129

5.5.1.c
Packet Pg. 358 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.966
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.27 0.00 0.00 0.23 0.00 0.64 0.00 0.50 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-130

5.5.1.c
Packet Pg. 359 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.744
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1982 0 0 1536 0 0 0 0 217 0 519 Total 15-Minute Volume [veh/h] 0 496 0 0 384 0 0 0 0 54 0 130 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1982 985 0 1536 1123 0 0 0 217 0 519 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] 0 1982 985 0 1536 1123 0 0 0 217 0 519 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-131

5.5.1.c
Packet Pg. 360 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.744
Intersection LOS C
V/C, Movement V/C Ratio 0.00 0.39 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.13 0.00 0.31 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-132

5.5.1.c
Packet Pg. 361 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.646
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 97 2243 48 63 2425 75 126 19 71 131 11 76 Total 15-Minute Volume [veh/h] 24 561 12 16 606 19 32 5 18 33 3 19 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] 97 2243 48 63 2425 75 126 19 71 131 11 76 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] 97 2243 48 63 2425 75 126 19 71 131 11 76 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-133

5.5.1.c
Packet Pg. 362 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.646
Intersection LOS B
V/C, Movement V/C Ratio 0.06 0.44 0.03 0.04 0.37 0.37 0.07 0.01 0.04 0.08 0.01 0.04 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-134

5.5.1.c
Packet Pg. 363 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.797
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 285 2052 114 141 1939 100 135 364 463 125 344 193 Total 15-Minute Volume [veh/h] 71 513 29 35 485 25 34 91 116 31 86 48 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] 285 2052 114 141 1939 100 135 364 463 125 344 193 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] 285 2052 114 141 1939 100 135 364 463 125 344 193 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-135

5.5.1.c
Packet Pg. 364 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.797
Intersection LOS C
V/C, Movement V/C Ratio 0.08 0.40 0.07 0.08 0.30 0.30 0.08 0.11 0.19 0.07 0.10 0.11 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 6: 6 PM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-136

5.5.1.c
Packet Pg. 365 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 - A.doc

APPENDIX A-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.

A-137

5.5.1.c
Packet Pg. 366 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.507
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 79 1963 38 99 1603 100 234 4 51 10 2 43 Total 15-Minute Volume [veh/h] 20 491 10 25 401 25 59 1 13 3 1 11 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] 79 1963 38 99 1603 100 234 4 51 10 2 43 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] 79 1963 38 99 1603 100 234 4 51 10 2 43 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-138

5.5.1.c
Packet Pg. 367 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.507
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.29 0.29 0.06 0.31 0.06 0.07 0.07 0.03 0.01 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-139

5.5.1.c
Packet Pg. 368 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.139
Level Of Service: C
Delay (sec / veh): 21.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 2118 1657 57 0 36
Total 15-Minute Volume [veh/h] 0 530 414 14 0 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9730 0.9730 0.9730 1.0000 0.9730 Total Hourly Volume [veh/h] 0 2061 1612 55 0 35
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2061 1612 55 0 35
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-140

5.5.1.c
Packet Pg. 369 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 0.20
Approach LOSAAC
d_A, Approach Delay [s/veh] 0.00 0.00 21.19
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 11.95 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.48 Movement LOSAAAC
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 21.19 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.14
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-141

5.5.1.c
Packet Pg. 370 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.011
Level Of Service: B
Delay (sec / veh): 10.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 8 68 117 14 66 84
Total 15-Minute Volume [veh/h] 2 17 29 3 16 21
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9450 0.9450 0.9450 0.9450 0.9450 0.9450 Total Hourly Volume [veh/h] 8 64 111 13 62 79
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 8 64 111 13 62 79
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-142

5.5.1.c
Packet Pg. 371 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 3.40
Approach LOSAAA
d_A, Approach Delay [s/veh] 9.37 0.00 3.34
95th-Percentile Queue Length [ft/ln] 6.91 6.91 0.00 0.00 3.56 3.56 95th-Percentile Queue Length [veh/ln] 0.28 0.28 0.00 0.00 0.14 0.14 Movement LOSBAAAAA
d_M, Delay for Movement [s/veh] 10.40 9.25 0.00 0.00 7.59 0.00 V/C, Movement V/C Ratio 0.01 0.07 0.00 0.00 0.05 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-143

5.5.1.c
Packet Pg. 372 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.152
Level Of Service: B
Delay (sec / veh): 14.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 0 39 70 0 6 0 223 7 33 171 0 Total 15-Minute Volume [veh/h] 2 0 10 17 0 1 0 56 2 8 43 0 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 0.8880 0.8880 0.8880 0.8880 0.8880 0.8880 1.0000 0.8880 0.8880 0.8880 0.8880 1.0000 Total Hourly Volume [veh/h] 6 0 35 62 0 5 0 198 6 29 152 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] 6 0 35 62 0 5 0 198 6 29 152 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-144

5.5.1.c
Packet Pg. 373 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS B
d_I, Intersection Delay [s/veh] 3.18
Approach LOS B B A A
d_A, Approach Delay [s/veh] 10.02 13.82 0.00 1.26
95th-Percentile Queue Length [ft/ln] 4.80 4.80 4.80 13.30 13.30 0.52 0.00 0.00 0.00 1.90 1.90 0.00 95th-Percentile Queue Length [veh/ln] 0.19 0.19 0.19 0.53 0.53 0.02 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B A B B A A A A A
d_M, Delay for Movement [s/veh] 11.61 11.96 9.73 14.22 13.90 9.15 0.00 0.00 0.00 7.76 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.05 0.15 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-145

5.5.1.c
Packet Pg. 374 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.597
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 5 1807 18 77 1542 25 44 13 18 34 11 156 Total 15-Minute Volume [veh/h] 1 452 5 19 386 6 11 3 5 9 3 39 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] 5 1807 18 77 1542 25 44 13 18 34 11 156 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] 5 1807 18 77 1542 25 44 13 18 34 11 156 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-146

5.5.1.c
Packet Pg. 375 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.597
Intersection LOS A
V/C, Movement V/C Ratio 0.00 0.36 0.36 0.05 0.31 0.31 0.03 0.04 0.04 0.02 0.12 0.12 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-147

5.5.1.c
Packet Pg. 376 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.568
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 21 1686 150 81 1427 14 26 13 54 121 4 107 Total 15-Minute Volume [veh/h] 5 422 38 20 357 4 7 3 14 30 1 27 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] 21 1686 150 81 1427 14 26 13 54 121 4 107 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] 21 1686 150 81 1427 14 26 13 54 121 4 107 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-148

5.5.1.c
Packet Pg. 377 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.568
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.36 0.36 0.05 0.28 0.28 0.02 0.04 0.04 0.07 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-149

5.5.1.c
Packet Pg. 378 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.578
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 265 1473 98 69 1274 337 328 320 274 139 423 67 Total 15-Minute Volume [veh/h] 66 368 25 17 319 84 82 80 69 35 106 17 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] 265 1473 98 69 1274 337 328 320 274 139 423 67 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] 265 1473 98 69 1274 337 328 320 274 139 423 67 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-150

5.5.1.c
Packet Pg. 379 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.578
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.31 0.31 0.04 0.25 0.20 0.10 0.09 0.00 0.04 0.08 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-151

5.5.1.c
Packet Pg. 380 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.925
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1964 0 0 1069 0 997 0 838 0 0 0 Total 15-Minute Volume [veh/h] 0 491 0 0 267 0 249 0 210 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1964 191 0 1069 594 997 0 838 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] 0 1964 191 0 1069 594 997 0 838 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-152

5.5.1.c
Packet Pg. 381 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.925
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.29 0.00 0.00 0.21 0.00 0.59 0.00 0.49 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-153

5.5.1.c
Packet Pg. 382 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.606
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1762 0 0 1572 0 0 0 0 130 0 358 Total 15-Minute Volume [veh/h] 0 441 0 0 393 0 0 0 0 33 0 90 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1762 1210 0 1572 1510 0 0 0 130 0 358 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] 0 1762 1210 0 1572 1510 0 0 0 130 0 358 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-154

5.5.1.c
Packet Pg. 383 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.606
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.35 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.08 0.00 0.21 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-155

5.5.1.c
Packet Pg. 384 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.611
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 48 1927 31 37 2919 77 97 7 86 70 7 33 Total 15-Minute Volume [veh/h] 12 482 8 9 730 19 24 2 22 18 2 8 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] 48 1927 31 37 2919 77 97 7 86 70 7 33 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] 48 1927 31 37 2919 77 97 7 86 70 7 33 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-156

5.5.1.c
Packet Pg. 385 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.611
Intersection LOS B
V/C, Movement V/C Ratio 0.03 0.38 0.02 0.02 0.44 0.44 0.06 0.00 0.05 0.04 0.00 0.02 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-157

5.5.1.c
Packet Pg. 386 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.771
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 199 1720 116 170 2393 111 105 445 447 135 330 206 Total 15-Minute Volume [veh/h] 50 430 29 43 598 28 26 111 112 34 83 52 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] 199 1720 116 170 2393 111 105 445 447 135 330 206 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] 199 1720 116 170 2393 111 105 445 447 135 330 206 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-158

5.5.1.c
Packet Pg. 387 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.771
Intersection LOS C
V/C, Movement V/C Ratio 0.06 0.34 0.07 0.10 0.37 0.37 0.06 0.13 0.20 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 7: 7 AM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-159

5.5.1.c
Packet Pg. 388 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.634
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 113 1611 13 55 1742 183 393 4 101 39 7 94 Total 15-Minute Volume [veh/h] 28 403 3 14 436 46 98 1 25 10 2 24 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] 113 1611 13 55 1742 183 393 4 101 39 7 94 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] 113 1611 13 55 1742 183 393 4 101 39 7 94 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-160

5.5.1.c
Packet Pg. 389 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.634
Intersection LOS B
V/C, Movement V/C Ratio 0.07 0.24 0.24 0.03 0.34 0.11 0.12 0.12 0.06 0.02 0.06 0.06 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-161

5.5.1.c
Packet Pg. 390 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.367
Level Of Service: D
Delay (sec / veh): 31.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 1835 1880 87 0 78
Total 15-Minute Volume [veh/h] 0 459 470 22 0 19
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9380 0.9380 0.9380 1.0000 0.9380 Total Hourly Volume [veh/h] 0 1721 1763 82 0 73
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1721 1763 82 0 73
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-162

5.5.1.c
Packet Pg. 391 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
D
d_I, Intersection Delay [s/veh] 0.63
Approach LOSAAD
d_A, Approach Delay [s/veh] 0.00 0.00 31.40
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 39.68 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 1.59 Movement LOSAAAD
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 31.40 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.37
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-163

5.5.1.c
Packet Pg. 392 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.031
Level Of Service: B
Delay (sec / veh): 11.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 20 159 136 29 86 137
Total 15-Minute Volume [veh/h] 5 40 34 7 21 34
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 19 150 128 27 81 129
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 19 150 128 27 81 129
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-164

5.5.1.c
Packet Pg. 393 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 4.42
Approach LOSBAA
d_A, Approach Delay [s/veh] 10.31 0.00 2.97
95th-Percentile Queue Length [ft/ln] 19.62 19.62 0.00 0.00 4.85 4.85 95th-Percentile Queue Length [veh/ln] 0.78 0.78 0.00 0.00 0.19 0.19 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 11.75 10.12 0.00 0.00 7.71 0.00 V/C, Movement V/C Ratio 0.03 0.18 0.00 0.00 0.06 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-165

5.5.1.c
Packet Pg. 394 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.193
Level Of Service: C
Delay (sec / veh): 21.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 6 0 85 53 1 14 0 402 11 30 248 0 Total 15-Minute Volume [veh/h] 2 0 21 13 0 3 0 101 3 8 62 0 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 0.9520 0.9520 0.9520 0.9520 0.9520 0.9520 1.0000 0.9520 0.9520 0.9520 0.9520 1.0000 Total Hourly Volume [veh/h] 6 0 81 50 1 13 0 383 10 29 236 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] 6 0 81 50 1 13 0 383 10 29 236 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-166

5.5.1.c
Packet Pg. 395 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS C
d_I, Intersection Delay [s/veh] 3.06
Approach LOS B C A A
d_A, Approach Delay [s/veh] 11.74 18.85 0.00 0.89
95th-Percentile Queue Length [ft/ln] 12.69 12.69 12.69 17.84 17.84 1.35 0.00 0.00 0.00 2.02 2.02 0.00 95th-Percentile Queue Length [veh/ln] 0.51 0.51 0.51 0.71 0.71 0.05 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B B C C A A A A A
d_M, Delay for Movement [s/veh] 14.12 14.18 11.57 21.29 18.67 9.63 0.00 0.00 0.00 8.23 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.13 0.19 0.00 0.02 0.00 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-167

5.5.1.c
Packet Pg. 396 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.520
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 9 1692 21 87 1745 38 28 1 13 25 5 83 Total 15-Minute Volume [veh/h] 2 423 5 22 436 10 7 0 3 6 1 21 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] 9 1692 21 87 1745 38 28 1 13 25 5 83 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] 9 1692 21 87 1745 38 28 1 13 25 5 83 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-168

5.5.1.c
Packet Pg. 397 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.520
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.34 0.34 0.05 0.35 0.35 0.02 0.02 0.02 0.01 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-169

5.5.1.c
Packet Pg. 398 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.474
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 40 1716 40 70 1602 26 22 1 27 27 5 39 Total 15-Minute Volume [veh/h] 10 429 10 18 401 7 6 0 7 7 1 10 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] 40 1716 40 70 1602 26 22 1 27 27 5 39 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] 40 1716 40 70 1602 26 22 1 27 27 5 39 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-170

5.5.1.c
Packet Pg. 399 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.474
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.34 0.34 0.04 0.32 0.32 0.01 0.02 0.02 0.02 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-171

5.5.1.c
Packet Pg. 400 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.579
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 296 1370 91 154 1292 326 331 426 435 92 277 78 Total 15-Minute Volume [veh/h] 74 343 23 39 323 82 83 107 109 23 69 20 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] 296 1370 91 154 1292 326 331 426 435 92 277 78 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] 296 1370 91 154 1292 326 331 426 435 92 277 78 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-172

5.5.1.c
Packet Pg. 401 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.579
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.29 0.29 0.09 0.25 0.19 0.10 0.13 0.04 0.03 0.05 0.05 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-173

5.5.1.c
Packet Pg. 402 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.966
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1866 0 0 1196 0 1091 0 854 0 0 0 Total 15-Minute Volume [veh/h] 0 467 0 0 299 0 273 0 214 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1866 235 0 1196 502 1091 0 854 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] 0 1866 235 0 1196 502 1091 0 854 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-174

5.5.1.c
Packet Pg. 403 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.966
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.27 0.00 0.00 0.23 0.00 0.64 0.00 0.50 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-175

5.5.1.c
Packet Pg. 404 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.744
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1983 0 0 1537 0 0 0 0 218 0 519 Total 15-Minute Volume [veh/h] 0 496 0 0 384 0 0 0 0 55 0 130 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1983 986 0 1537 1123 0 0 0 218 0 519 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] 0 1983 986 0 1537 1123 0 0 0 218 0 519 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-176

5.5.1.c
Packet Pg. 405 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.744
Intersection LOS C
V/C, Movement V/C Ratio 0.00 0.39 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.13 0.00 0.31 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-177

5.5.1.c
Packet Pg. 406 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.646
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 97 2244 48 63 2425 75 126 19 71 131 11 76 Total 15-Minute Volume [veh/h] 24 561 12 16 606 19 32 5 18 33 3 19 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] 97 2244 48 63 2425 75 126 19 71 131 11 76 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] 97 2244 48 63 2425 75 126 19 71 131 11 76 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-178

5.5.1.c
Packet Pg. 407 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.646
Intersection LOS B
V/C, Movement V/C Ratio 0.06 0.44 0.03 0.04 0.37 0.37 0.07 0.01 0.04 0.08 0.01 0.04 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-179

5.5.1.c
Packet Pg. 408 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.797
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 286 2052 115 141 1940 100 135 364 463 125 344 193 Total 15-Minute Volume [veh/h] 72 513 29 35 485 25 34 91 116 31 86 48 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] 286 2052 115 141 1940 100 135 364 463 125 344 193 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] 286 2052 115 141 1940 100 135 364 463 125 344 193 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-180

5.5.1.c
Packet Pg. 409 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.797
Intersection LOS C
V/C, Movement V/C Ratio 0.08 0.40 0.07 0.08 0.30 0.30 0.08 0.11 0.19 0.07 0.10 0.11 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 8: 8 PM Existing Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-181

5.5.1.c
Packet Pg. 410 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 - A.doc

APPENDIX A-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.

A-182

5.5.1.c
Packet Pg. 411 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.510
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 83 1973 38 99 1615 99 228 4 51 10 2 43 Total 15-Minute Volume [veh/h] 21 493 10 25 404 25 57 1 13 3 1 11 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] 83 1973 38 99 1615 99 228 4 51 10 2 43 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] 83 1973 38 99 1615 99 228 4 51 10 2 43 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-183

5.5.1.c
Packet Pg. 412 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.510
Intersection LOS A
V/C, Movement V/C Ratio 0.05 0.30 0.30 0.06 0.32 0.06 0.07 0.07 0.03 0.01 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-184

5.5.1.c
Packet Pg. 413 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.117
Level Of Service: C
Delay (sec / veh): 20.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 2133 1668 57 0 30
Total 15-Minute Volume [veh/h] 0 533 417 14 0 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9730 0.9730 0.9730 1.0000 0.9730 Total Hourly Volume [veh/h] 0 2075 1623 55 0 29
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2075 1623 55 0 29
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-185

5.5.1.c
Packet Pg. 414 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 0.16
Approach LOSAAC
d_A, Approach Delay [s/veh] 0.00 0.00 20.92
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 9.82 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.39 Movement LOSAAAC
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 20.92 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.12
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-186

5.5.1.c
Packet Pg. 415 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.014
Level Of Service: B
Delay (sec / veh): 10.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 10 60 121 12 69 84
Total 15-Minute Volume [veh/h] 2 15 30 3 17 21
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9450 0.9450 0.9450 0.9450 0.9450 0.9450 Total Hourly Volume [veh/h] 9 57 114 11 65 79
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 9 57 114 11 65 79
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-187

5.5.1.c
Packet Pg. 416 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 3.33
Approach LOSAAA
d_A, Approach Delay [s/veh] 9.42 0.00 3.43
95th-Percentile Queue Length [ft/ln] 6.42 6.42 0.00 0.00 3.74 3.74 95th-Percentile Queue Length [veh/ln] 0.26 0.26 0.00 0.00 0.15 0.15 Movement LOSBAAAAA
d_M, Delay for Movement [s/veh] 10.42 9.25 0.00 0.00 7.60 0.00 V/C, Movement V/C Ratio 0.01 0.06 0.00 0.00 0.05 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-188

5.5.1.c
Packet Pg. 417 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.152
Level Of Service: B
Delay (sec / veh): 14.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 0 37 70 0 6 0 218 7 34 175 0 Total 15-Minute Volume [veh/h] 2 0 9 17 0 1 0 55 2 8 44 0 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 0.8880 0.8880 0.8880 0.8880 0.8880 0.8880 1.0000 0.8880 0.8880 0.8880 0.8880 1.0000 Total Hourly Volume [veh/h] 6 0 33 62 0 5 0 194 6 30 155 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] 6 0 33 62 0 5 0 194 6 30 155 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-189

5.5.1.c
Packet Pg. 418 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS B
d_I, Intersection Delay [s/veh] 3.16
Approach LOS A B A A
d_A, Approach Delay [s/veh] 9.99 13.80 0.00 1.26
95th-Percentile Queue Length [ft/ln] 4.57 4.57 4.57 13.27 13.27 0.52 0.00 0.00 0.00 1.95 1.95 0.00 95th-Percentile Queue Length [veh/ln] 0.18 0.18 0.18 0.53 0.53 0.02 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B A B B A A A A A
d_M, Delay for Movement [s/veh] 11.61 11.96 9.69 14.19 13.91 9.17 0.00 0.00 0.00 7.75 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.05 0.15 0.00 0.01 0.00 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-190

5.5.1.c
Packet Pg. 419 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.600
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 5 1812 18 78 1544 25 45 13 18 34 11 157 Total 15-Minute Volume [veh/h] 1 453 5 20 386 6 11 3 5 9 3 39 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] 5 1812 18 78 1544 25 45 13 18 34 11 157 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] 5 1812 18 78 1544 25 45 13 18 34 11 157 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-191

5.5.1.c
Packet Pg. 420 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.600
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.36 0.36 0.05 0.31 0.31 0.03 0.04 0.04 0.02 0.12 0.12 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-192

5.5.1.c
Packet Pg. 421 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.570
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 21 1690 150 82 1428 14 26 13 54 121 4 108 Total 15-Minute Volume [veh/h] 5 423 38 21 357 4 7 3 14 30 1 27 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] 21 1690 150 82 1428 14 26 13 54 121 4 108 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] 21 1690 150 82 1428 14 26 13 54 121 4 108 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-193

5.5.1.c
Packet Pg. 422 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.570
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.36 0.36 0.05 0.28 0.28 0.02 0.04 0.04 0.07 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-194

5.5.1.c
Packet Pg. 423 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.579
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 265 1475 98 70 1275 338 329 320 274 139 423 68 Total 15-Minute Volume [veh/h] 66 369 25 18 319 85 82 80 69 35 106 17 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] 265 1475 98 70 1275 338 329 320 274 139 423 68 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] 265 1475 98 70 1275 338 329 320 274 139 423 68 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-195

5.5.1.c
Packet Pg. 424 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.579
Intersection LOS A
V/C, Movement V/C Ratio 0.08 0.31 0.31 0.04 0.25 0.20 0.10 0.09 0.00 0.04 0.08 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-196

5.5.1.c
Packet Pg. 425 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.926
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1967 0 0 1076 0 997 0 841 0 0 0 Total 15-Minute Volume [veh/h] 0 492 0 0 269 0 249 0 210 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1967 192 0 1076 594 997 0 841 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] 0 1967 192 0 1076 594 997 0 841 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-197

5.5.1.c
Packet Pg. 426 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.926
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.29 0.00 0.00 0.21 0.00 0.59 0.00 0.49 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-198

5.5.1.c
Packet Pg. 427 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.606
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1764 0 0 1577 0 0 0 0 133 0 358 Total 15-Minute Volume [veh/h] 0 441 0 0 394 0 0 0 0 33 0 90 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1764 1211 0 1577 1510 0 0 0 133 0 358 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] 0 1764 1211 0 1577 1510 0 0 0 133 0 358 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-199

5.5.1.c
Packet Pg. 428 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.606
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.35 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.08 0.00 0.21 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-200

5.5.1.c
Packet Pg. 429 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.611
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 48 1928 31 37 2923 77 97 7 86 70 7 33 Total 15-Minute Volume [veh/h] 12 482 8 9 731 19 24 2 22 18 2 8 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] 48 1928 31 37 2923 77 97 7 86 70 7 33 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] 48 1928 31 37 2923 77 97 7 86 70 7 33 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-201

5.5.1.c
Packet Pg. 430 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.611
Intersection LOS B
V/C, Movement V/C Ratio 0.03 0.38 0.02 0.02 0.44 0.44 0.06 0.00 0.05 0.04 0.00 0.02 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-202

5.5.1.c
Packet Pg. 431 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.772
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 200 1721 117 170 2395 111 105 445 448 136 330 206 Total 15-Minute Volume [veh/h] 50 430 29 43 599 28 26 111 112 34 83 52 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] 200 1721 117 170 2395 111 105 445 448 136 330 206 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] 200 1721 117 170 2395 111 105 445 448 136 330 206 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-203

5.5.1.c
Packet Pg. 432 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.772
Intersection LOS C
V/C, Movement V/C Ratio 0.06 0.34 0.07 0.10 0.37 0.37 0.06 0.13 0.20 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 9: 9 AM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-204

5.5.1.c
Packet Pg. 433 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.636
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 114 1614 13 55 1747 182 394 4 101 39 7 94 Total 15-Minute Volume [veh/h] 29 404 3 14 437 46 99 1 25 10 2 24 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] 114 1614 13 55 1747 182 394 4 101 39 7 94 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] 114 1614 13 55 1747 182 394 4 101 39 7 94 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-205

5.5.1.c
Packet Pg. 434 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.636
Intersection LOS B
V/C, Movement V/C Ratio 0.07 0.24 0.24 0.03 0.34 0.11 0.12 0.12 0.06 0.02 0.06 0.06 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-206

5.5.1.c
Packet Pg. 435 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.359
Level Of Service: D
Delay (sec / veh): 31.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 1839 1884 88 0 76
Total 15-Minute Volume [veh/h] 0 460 471 22 0 19
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9380 0.9380 0.9380 1.0000 0.9380 Total Hourly Volume [veh/h] 0 1725 1767 83 0 71
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1725 1767 83 0 71
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-207

5.5.1.c
Packet Pg. 436 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
D
d_I, Intersection Delay [s/veh] 0.61
Approach LOSAAD
d_A, Approach Delay [s/veh] 0.00 0.00 31.19
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 38.45 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 1.54 Movement LOSAAAD
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 31.19 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.36
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-208

5.5.1.c
Packet Pg. 437 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.033
Level Of Service: B
Delay (sec / veh): 11.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 21 161 136 29 86 137
Total 15-Minute Volume [veh/h] 5 40 34 7 21 34
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 20 152 128 27 81 129
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 152 128 27 81 129
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-209

5.5.1.c
Packet Pg. 438 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS B
d_I, Intersection Delay [s/veh] 4.46
Approach LOS B A A
d_A, Approach Delay [s/veh] 10.34 0.00 2.97
95th-Percentile Queue Length [ft/ln] 20.06 20.06 0.00 0.00 4.85 4.85 95th-Percentile Queue Length [veh/ln] 0.80 0.80 0.00 0.00 0.19 0.19 Movement LOS B B A A A A
d_M, Delay for Movement [s/veh] 11.78 10.15 0.00 0.00 7.71 0.00 V/C, Movement V/C Ratio 0.03 0.18 0.00 0.00 0.06 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 2 0 0
Two-Stage Gap Acceptance Yes
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-210

5.5.1.c
Packet Pg. 439 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.193
Level Of Service: C
Delay (sec / veh): 21.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 6 0 85 53 1 14 0 403 11 29 248 0 Total 15-Minute Volume [veh/h] 2 0 21 13 0 3 0 101 3 7 62 0 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 0.9520 0.9520 0.9520 0.9520 0.9520 0.9520 1.0000 0.9520 0.9520 0.9520 0.9520 1.0000 Total Hourly Volume [veh/h] 6 0 81 50 1 13 0 384 10 28 236 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] 6 0 81 50 1 13 0 384 10 28 236 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-211

5.5.1.c
Packet Pg. 440 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS C
d_I, Intersection Delay [s/veh] 3.04
Approach LOS B C A A
d_A, Approach Delay [s/veh] 11.75 18.82 0.00 0.86
95th-Percentile Queue Length [ft/ln] 12.70 12.70 12.70 17.80 17.80 1.35 0.00 0.00 0.00 1.95 1.95 0.00 95th-Percentile Queue Length [veh/ln] 0.51 0.51 0.51 0.71 0.71 0.05 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B B C C A A A A A
d_M, Delay for Movement [s/veh] 14.12 14.17 11.58 21.25 18.63 9.63 0.00 0.00 0.00 8.23 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.13 0.19 0.00 0.02 0.00 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-212

5.5.1.c
Packet Pg. 441 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.520
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 9 1694 21 87 1747 38 28 1 13 25 5 83 Total 15-Minute Volume [veh/h] 2 424 5 22 437 10 7 0 3 6 1 21 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] 9 1694 21 87 1747 38 28 1 13 25 5 83 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] 9 1694 21 87 1747 38 28 1 13 25 5 83 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-213

5.5.1.c
Packet Pg. 442 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.520
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.34 0.34 0.05 0.35 0.35 0.02 0.02 0.02 0.01 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-214

5.5.1.c
Packet Pg. 443 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.475
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 40 1718 40 70 1603 26 22 1 27 27 5 39 Total 15-Minute Volume [veh/h] 10 430 10 18 401 7 6 0 7 7 1 10 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] 40 1718 40 70 1603 26 22 1 27 27 5 39 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] 40 1718 40 70 1603 26 22 1 27 27 5 39 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-215

5.5.1.c
Packet Pg. 444 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.475
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.34 0.34 0.04 0.32 0.32 0.01 0.02 0.02 0.02 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-216

5.5.1.c
Packet Pg. 445 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.579
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 296 1370 91 154 1293 326 331 426 435 92 277 78 Total 15-Minute Volume [veh/h] 74 343 23 39 323 82 83 107 109 23 69 20 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] 296 1370 91 154 1293 326 331 426 435 92 277 78 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] 296 1370 91 154 1293 326 331 426 435 92 277 78 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-217

5.5.1.c
Packet Pg. 446 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.579
Intersection LOS A
V/C, Movement V/C Ratio 0.09 0.29 0.29 0.09 0.25 0.19 0.10 0.13 0.04 0.03 0.05 0.05 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-218

5.5.1.c
Packet Pg. 447 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.967
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1869 0 0 1199 0 1091 0 855 0 0 0 Total 15-Minute Volume [veh/h] 0 467 0 0 300 0 273 0 214 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1869 236 0 1199 502 1091 0 855 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] 0 1869 236 0 1199 502 1091 0 855 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-219

5.5.1.c
Packet Pg. 448 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.967
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.27 0.00 0.00 0.24 0.00 0.64 0.00 0.50 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-220

5.5.1.c
Packet Pg. 449 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.745
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1985 0 0 1538 0 0 0 0 219 0 519 Total 15-Minute Volume [veh/h] 0 496 0 0 385 0 0 0 0 55 0 130 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1985 987 0 1538 1123 0 0 0 219 0 519 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] 0 1985 987 0 1538 1123 0 0 0 219 0 519 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-221

5.5.1.c
Packet Pg. 450 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.745
Intersection LOS C
V/C, Movement V/C Ratio 0.00 0.39 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.13 0.00 0.31 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-222

5.5.1.c
Packet Pg. 451 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.646
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 97 2245 48 63 2427 75 126 19 71 131 11 76 Total 15-Minute Volume [veh/h] 24 561 12 16 607 19 32 5 18 33 3 19 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] 97 2245 48 63 2427 75 126 19 71 131 11 76 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] 97 2245 48 63 2427 75 126 19 71 131 11 76 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-223

5.5.1.c
Packet Pg. 452 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.646
Intersection LOS B
V/C, Movement V/C Ratio 0.06 0.44 0.03 0.04 0.37 0.37 0.07 0.01 0.04 0.08 0.01 0.04 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-224

5.5.1.c
Packet Pg. 453 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.797
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 286 2053 115 141 1940 100 135 364 463 125 344 193 Total 15-Minute Volume [veh/h] 72 513 29 35 485 25 34 91 116 31 86 48 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] 286 2053 115 141 1940 100 135 364 463 125 344 193 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] 286 2053 115 141 1940 100 135 364 463 125 344 193 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-225

5.5.1.c
Packet Pg. 454 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.797
Intersection LOS C
V/C, Movement V/C Ratio 0.08 0.40 0.07 0.08 0.30 0.30 0.08 0.11 0.19 0.07 0.10 0.11 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 10: 10 PM Existing Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-226

5.5.1.c
Packet Pg. 455 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 - A.doc

APPENDIX A-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.

A-227

5.5.1.c
Packet Pg. 456 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.592
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 59 2066 42 198 1612 76 175 9 52 104 4 62 Total 15-Minute Volume [veh/h] 15 517 11 50 403 19 44 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] 59 2066 42 198 1612 76 175 9 52 104 4 62 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] 59 2066 42 198 1612 76 175 9 52 104 4 62 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-228

5.5.1.c
Packet Pg. 457 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.592
Intersection LOS A
V/C, Movement V/C Ratio 0.03 0.31 0.31 0.12 0.32 0.04 0.05 0.05 0.03 0.06 0.04 0.04 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-229

5.5.1.c
Packet Pg. 458 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.036
Level Of Service: C
Delay (sec / veh): 20.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 2211 1753 16 0 9
Total 15-Minute Volume [veh/h] 0 553 438 4 0 2
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9730 0.9730 0.9730 1.0000 0.9730 Total Hourly Volume [veh/h] 0 2151 1706 16 0 9
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2151 1706 16 0 9
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-230

5.5.1.c
Packet Pg. 459 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 0.05
Approach LOSAAC
d_A, Approach Delay [s/veh] 0.00 0.00 20.09
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 2.82 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.11 Movement LOSAAAC
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 20.09 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.04
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-231

5.5.1.c
Packet Pg. 460 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.006
Level Of Service: A
Delay (sec / veh): 9.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 5 17 126 6 29 90
Total 15-Minute Volume [veh/h] 1 4 31 2 7 22
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9450 0.9450 0.9450 0.9450 0.9450 0.9450 Total Hourly Volume [veh/h] 5 16 119 6 27 85
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 5 16 119 6 27 85
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-232

5.5.1.c
Packet Pg. 461 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
A
d_I, Intersection Delay [s/veh] 1.54
Approach LOSAAA
d_A, Approach Delay [s/veh] 9.18 0.00 1.83
95th-Percentile Queue Length [ft/ln] 1.91 1.91 0.00 0.00 1.53 1.53 95th-Percentile Queue Length [veh/ln] 0.08 0.08 0.00 0.00 0.06 0.06 Movement LOSAAAAAA
d_M, Delay for Movement [s/veh] 9.75 9.01 0.00 0.00 7.53 0.00 V/C, Movement V/C Ratio 0.01 0.02 0.00 0.00 0.02 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-233

5.5.1.c
Packet Pg. 462 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.125
Level Of Service: B
Delay (sec / veh): 12.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 6 0 20 71 0 6 0 182 3 17 140 0 Total 15-Minute Volume [veh/h] 1 0 5 18 0 1 0 46 1 4 35 0 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 0.8880 0.8880 0.8880 0.8880 0.8880 0.8880 1.0000 0.8880 0.8880 0.8880 0.8880 1.0000 Total Hourly Volume [veh/h] 5 0 18 63 0 5 0 162 3 15 124 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] 5 0 18 63 0 5 0 162 3 15 124 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-234

5.5.1.c
Packet Pg. 463 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 2.93
Approach LOSABAA
d_A, Approach Delay [s/veh] 9.68 11.97 0.00 0.83
95th-Percentile Queue Length [ft/ln] 2.53 2.53 2.53 10.61 10.61 0.50 0.00 0.00 0.00 0.93 0.93 0.00 95th-Percentile Queue Length [veh/ln] 0.10 0.10 0.10 0.42 0.42 0.02 0.00 0.00 0.00 0.04 0.04 0.00 Movement LOSBBABBAAAAA
d_M, Delay for Movement [s/veh] 10.79 11.19 9.34 12.22 12.33 8.99 0.00 0.00 0.00 7.62 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.02 0.12 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median1000
Two-Stage Gap Acceptance Yes No
Storage Area [veh]0000
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-235

5.5.1.c
Packet Pg. 464 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.614
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 1855 20 79 1595 28 48 13 20 37 11 158 Total 15-Minute Volume [veh/h] 2 464 5 20 399 7 12 3 5 9 3 40 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 1855 20 79 1595 28 48 13 20 37 11 158 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 1855 20 79 1595 28 48 13 20 37 11 158 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-236

5.5.1.c
Packet Pg. 465 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.614
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.37 0.37 0.05 0.32 0.32 0.03 0.05 0.05 0.02 0.12 0.12 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-237

5.5.1.c
Packet Pg. 466 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.585
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 23 1736 155 84 1480 16 27 13 57 125 4 108 Total 15-Minute Volume [veh/h] 6 434 39 21 370 4 7 3 14 31 1 27 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] 23 1736 155 84 1480 16 27 13 57 125 4 108 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] 23 1736 155 84 1480 16 27 13 57 125 4 108 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-238

5.5.1.c
Packet Pg. 467 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.585
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.37 0.37 0.05 0.29 0.29 0.02 0.04 0.04 0.07 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-239

5.5.1.c
Packet Pg. 468 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.612
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 305 1485 100 107 1314 348 347 323 279 142 442 67 Total 15-Minute Volume [veh/h] 76 371 25 27 329 87 87 81 70 36 111 17 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] 305 1485 100 107 1314 348 347 323 279 142 442 67 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] 305 1485 100 107 1314 348 347 323 279 142 442 67 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-240

5.5.1.c
Packet Pg. 469 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.612
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.31 0.31 0.06 0.26 0.20 0.10 0.10 0.00 0.04 0.09 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-241

5.5.1.c
Packet Pg. 470 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.945
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2019 0 0 1096 0 1017 0 847 0 0 0 Total 15-Minute Volume [veh/h] 0 505 0 0 274 0 254 0 212 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2019 192 0 1096 606 1017 0 847 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] 0 2019 192 0 1096 606 1017 0 847 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-242

5.5.1.c
Packet Pg. 471 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.945
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.30 0.00 0.00 0.21 0.00 0.60 0.00 0.50 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-243

5.5.1.c
Packet Pg. 472 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.621
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1816 0 0 1618 0 0 0 0 125 0 365 Total 15-Minute Volume [veh/h] 0 454 0 0 405 0 0 0 0 31 0 91 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1816 1231 0 1618 1540 0 0 0 125 0 365 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] 0 1816 1231 0 1618 1540 0 0 0 125 0 365 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-244

5.5.1.c
Packet Pg. 473 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.621
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.36 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.07 0.00 0.21 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-245

5.5.1.c
Packet Pg. 474 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.630
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 53 1976 36 38 2984 79 99 7 92 75 7 34 Total 15-Minute Volume [veh/h] 13 494 9 10 746 20 25 2 23 19 2 9 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] 53 1976 36 38 2984 79 99 7 92 75 7 34 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] 53 1976 36 38 2984 79 99 7 92 75 7 34 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-246

5.5.1.c
Packet Pg. 475 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.630
Intersection LOS B
V/C, Movement V/C Ratio 0.03 0.39 0.02 0.02 0.45 0.45 0.06 0.00 0.05 0.04 0.00 0.02 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-247

5.5.1.c
Packet Pg. 476 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.786
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 204 1764 119 173 2448 120 109 455 455 137 342 210 Total 15-Minute Volume [veh/h] 51 441 30 43 612 30 27 114 114 34 86 53 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] 204 1764 119 173 2448 120 109 455 455 137 342 210 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] 204 1764 119 173 2448 120 109 455 455 137 342 210 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-248

5.5.1.c
Packet Pg. 477 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.786
Intersection LOS C
V/C, Movement V/C Ratio 0.06 0.35 0.07 0.10 0.38 0.38 0.06 0.13 0.21 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 11: 11 AM 2024
Version 2021 (SP 0-6)
Generated with
A-249

5.5.1.c
Packet Pg. 478 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.608
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 93 1717 15 120 1756 153 285 8 103 104 9 115 Total 15-Minute Volume [veh/h] 23 429 4 30 439 38 71 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] 93 1717 15 120 1756 153 285 8 103 104 9 115 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] 93 1717 15 120 1756 153 285 8 103 104 9 115 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-250

5.5.1.c
Packet Pg. 479 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.608
Intersection LOS B
V/C, Movement V/C Ratio 0.05 0.25 0.25 0.07 0.34 0.09 0.08 0.09 0.06 0.06 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-251

5.5.1.c
Packet Pg. 480 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.108
Level Of Service: C
Delay (sec / veh): 24.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 1932 1987 37 0 22
Total 15-Minute Volume [veh/h] 0 483 497 9 0 6
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9380 0.9380 0.9380 1.0000 0.9380 Total Hourly Volume [veh/h] 0 1812 1864 35 0 21
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1812 1864 35 0 21
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-252

5.5.1.c
Packet Pg. 481 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 0.14
Approach LOSAAC
d_A, Approach Delay [s/veh] 0.00 0.00 24.81
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 8.94 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.36 Movement LOSAAAC
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 24.81 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.11
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-253

5.5.1.c
Packet Pg. 482 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.021
Level Of Service: B
Delay (sec / veh): 10.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 15 63 149 17 44 143
Total 15-Minute Volume [veh/h] 4 16 37 4 11 36
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 14 59 140 16 41 135
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 59 140 16 41 135
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-254

5.5.1.c
Packet Pg. 483 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 2.53
Approach LOSAAA
d_A, Approach Delay [s/veh] 9.69 0.00 1.80
95th-Percentile Queue Length [ft/ln] 7.60 7.60 0.00 0.00 2.41 2.41 95th-Percentile Queue Length [veh/ln] 0.30 0.30 0.00 0.00 0.10 0.10 Movement LOSBAAAAA
d_M, Delay for Movement [s/veh] 10.55 9.49 0.00 0.00 7.63 0.00 V/C, Movement V/C Ratio 0.02 0.07 0.00 0.00 0.03 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-255

5.5.1.c
Packet Pg. 484 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.141
Level Of Service: C
Delay (sec / veh): 16.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 5 0 51 54 1 14 0 327 6 13 214 0 Total 15-Minute Volume [veh/h] 1 0 13 13 0 3 0 82 2 3 54 0 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 0.9520 0.9520 0.9520 0.9520 0.9520 0.9520 1.0000 0.9520 0.9520 0.9520 0.9520 1.0000 Total Hourly Volume [veh/h] 5 0 49 51 1 13 0 311 6 12 204 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] 5 0 49 51 1 13 0 311 6 12 204 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-256

5.5.1.c
Packet Pg. 485 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 2.50
Approach LOSBBAA
d_A, Approach Delay [s/veh] 10.70 14.64 0.00 0.46
95th-Percentile Queue Length [ft/ln] 6.63 6.63 6.63 12.42 12.42 1.29 0.00 0.00 0.00 0.80 0.80 0.00 95th-Percentile Queue Length [veh/ln] 0.27 0.27 0.27 0.50 0.50 0.05 0.00 0.00 0.00 0.03 0.03 0.00 Movement LOSBBBCCAAAAA
d_M, Delay for Movement [s/veh] 12.49 12.66 10.52 15.98 15.05 9.43 0.00 0.00 0.00 7.97 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.07 0.14 0.00 0.02 0.00 0.00 0.00 0.01 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median1000
Two-Stage Gap Acceptance Yes No
Storage Area [veh]0000
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-257

5.5.1.c
Packet Pg. 486 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.529
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 10 1727 22 86 1776 40 31 1 14 27 5 83 Total 15-Minute Volume [veh/h] 3 432 6 22 444 10 8 0 4 7 1 21 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 1727 22 86 1776 40 31 1 14 27 5 83 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 1727 22 86 1776 40 31 1 14 27 5 83 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-258

5.5.1.c
Packet Pg. 487 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.529
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.34 0.34 0.05 0.36 0.36 0.02 0.03 0.03 0.02 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-259

5.5.1.c
Packet Pg. 488 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.481
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 42 1756 42 68 1635 26 22 1 29 29 5 38 Total 15-Minute Volume [veh/h] 11 439 11 17 409 7 6 0 7 7 1 10 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] 42 1756 42 68 1635 26 22 1 29 29 5 38 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] 42 1756 42 68 1635 26 22 1 29 29 5 38 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-260

5.5.1.c
Packet Pg. 489 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.481
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.35 0.35 0.04 0.33 0.33 0.01 0.02 0.02 0.02 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-261

5.5.1.c
Packet Pg. 490 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.603
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 322 1383 93 178 1319 331 346 439 454 94 289 77 Total 15-Minute Volume [veh/h] 81 346 23 45 330 83 87 110 114 24 72 19 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] 322 1383 93 178 1319 331 346 439 454 94 289 77 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] 322 1383 93 178 1319 331 346 439 454 94 289 77 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-262

5.5.1.c
Packet Pg. 491 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.603
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.29 0.29 0.10 0.26 0.19 0.10 0.13 0.04 0.03 0.06 0.05 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-263

5.5.1.c
Packet Pg. 492 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.983
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1892 0 0 1212 0 1113 0 861 0 0 0 Total 15-Minute Volume [veh/h] 0 473 0 0 303 0 278 0 215 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1892 228 0 1212 512 1113 0 861 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] 0 1892 228 0 1212 512 1113 0 861 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-264

5.5.1.c
Packet Pg. 493 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.983
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.28 0.00 0.00 0.24 0.00 0.65 0.00 0.51 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-265

5.5.1.c
Packet Pg. 494 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.758
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2024 0 0 1569 0 0 0 0 212 0 529 Total 15-Minute Volume [veh/h] 0 506 0 0 392 0 0 0 0 53 0 132 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2024 994 0 1569 1145 0 0 0 212 0 529 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] 0 2024 994 0 1569 1145 0 0 0 212 0 529 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-266

5.5.1.c
Packet Pg. 495 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.758
Intersection LOS C
V/C, Movement V/C Ratio 0.00 0.40 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.12 0.00 0.31 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-267

5.5.1.c
Packet Pg. 496 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.660
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 102 2285 52 64 2470 77 129 19 75 137 11 78 Total 15-Minute Volume [veh/h] 26 571 13 16 618 19 32 5 19 34 3 20 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] 102 2285 52 64 2470 77 129 19 75 137 11 78 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] 102 2285 52 64 2470 77 129 19 75 137 11 78 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-268

5.5.1.c
Packet Pg. 497 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.660
Intersection LOS B
V/C, Movement V/C Ratio 0.06 0.45 0.03 0.04 0.37 0.37 0.08 0.01 0.04 0.08 0.01 0.05 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-269

5.5.1.c
Packet Pg. 498 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.811
Level Of Service: D
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 289 2096 114 144 1979 105 146 377 470 125 353 197 Total 15-Minute Volume [veh/h] 72 524 29 36 495 26 37 94 118 31 88 49 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] 289 2096 114 144 1979 105 146 377 470 125 353 197 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] 289 2096 114 144 1979 105 146 377 470 125 353 197 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-270

5.5.1.c
Packet Pg. 499 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.811
Intersection LOS D
V/C, Movement V/C Ratio 0.09 0.41 0.07 0.08 0.31 0.31 0.09 0.11 0.19 0.07 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 12: 12 PM 2024
Version 2021 (SP 0-6)
Generated with
A-271

5.5.1.c
Packet Pg. 500 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 - A.doc

APPENDIX A-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.

A-272

5.5.1.c
Packet Pg. 501 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.607
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 82 2050 42 198 1652 100 234 9 52 104 4 62 Total 15-Minute Volume [veh/h] 21 513 11 50 413 25 59 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] 82 2050 42 198 1652 100 234 9 52 104 4 62 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] 82 2050 42 198 1652 100 234 9 52 104 4 62 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-273

5.5.1.c
Packet Pg. 502 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.607
Intersection LOS B
V/C, Movement V/C Ratio 0.05 0.31 0.31 0.12 0.32 0.06 0.07 0.07 0.03 0.06 0.04 0.04 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-274

5.5.1.c
Packet Pg. 503 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.146
Level Of Service: C
Delay (sec / veh): 22.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 2218 1756 53 0 35
Total 15-Minute Volume [veh/h] 0 554 439 13 0 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9730 0.9730 0.9730 1.0000 0.9730 Total Hourly Volume [veh/h] 0 2158 1709 52 0 34
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2158 1709 52 0 34
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-275

5.5.1.c
Packet Pg. 504 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 0.19
Approach LOSAAC
d_A, Approach Delay [s/veh] 0.00 0.00 22.54
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 12.55 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.50 Movement LOSAAAC
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 22.54 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.15
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-276

5.5.1.c
Packet Pg. 505 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.011
Level Of Service: B
Delay (sec / veh): 10.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 8 66 125 13 65 91
Total 15-Minute Volume [veh/h] 2 16 31 3 16 23
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9450 0.9450 0.9450 0.9450 0.9450 0.9450 Total Hourly Volume [veh/h] 8 62 118 12 61 86
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 8 62 118 12 61 86
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-277

5.5.1.c
Packet Pg. 506 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 3.24
Approach LOSAAA
d_A, Approach Delay [s/veh] 9.41 0.00 3.17
95th-Percentile Queue Length [ft/ln] 6.78 6.78 0.00 0.00 3.53 3.53 95th-Percentile Queue Length [veh/ln] 0.27 0.27 0.00 0.00 0.14 0.14 Movement LOSBAAAAA
d_M, Delay for Movement [s/veh] 10.43 9.29 0.00 0.00 7.61 0.00 V/C, Movement V/C Ratio 0.01 0.07 0.00 0.00 0.04 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-278

5.5.1.c
Packet Pg. 507 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.157
Level Of Service: B
Delay (sec / veh): 14.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 0 38 71 0 6 0 230 7 33 178 0 Total 15-Minute Volume [veh/h] 2 0 10 18 0 1 0 57 2 8 44 0 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 0.8880 0.8880 0.8880 0.8880 0.8880 0.8880 1.0000 0.8880 0.8880 0.8880 0.8880 1.0000 Total Hourly Volume [veh/h] 6 0 34 63 0 5 0 204 6 29 158 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] 6 0 34 63 0 5 0 204 6 29 158 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-279

5.5.1.c
Packet Pg. 508 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS B
d_I, Intersection Delay [s/veh] 3.14
Approach LOS B B A A
d_A, Approach Delay [s/veh] 10.07 14.05 0.00 1.22
95th-Percentile Queue Length [ft/ln] 4.74 4.74 4.74 13.84 13.84 0.52 0.00 0.00 0.00 1.91 1.91 0.00 95th-Percentile Queue Length [veh/ln] 0.19 0.19 0.19 0.55 0.55 0.02 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B A B B A A A A A
d_M, Delay for Movement [s/veh] 11.70 12.04 9.77 14.46 14.12 9.19 0.00 0.00 0.00 7.78 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.05 0.16 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-280

5.5.1.c
Packet Pg. 509 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.628
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 1892 20 83 1621 30 50 13 20 37 11 164 Total 15-Minute Volume [veh/h] 2 473 5 21 405 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 1892 20 83 1621 30 50 13 20 37 11 164 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 1892 20 83 1621 30 50 13 20 37 11 164 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-281

5.5.1.c
Packet Pg. 510 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.628
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.37 0.37 0.05 0.32 0.32 0.03 0.05 0.05 0.02 0.12 0.12 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-282

5.5.1.c
Packet Pg. 511 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.593
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 23 1764 155 88 1499 18 30 13 57 125 4 114 Total 15-Minute Volume [veh/h] 6 441 39 22 375 5 8 3 14 31 1 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] 23 1764 155 88 1499 18 30 13 57 125 4 114 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] 23 1764 155 88 1499 18 30 13 57 125 4 114 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-283

5.5.1.c
Packet Pg. 512 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.593
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.38 0.38 0.05 0.30 0.30 0.02 0.04 0.04 0.07 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-284

5.5.1.c
Packet Pg. 513 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.620
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 305 1501 100 111 1325 352 353 323 279 142 442 73 Total 15-Minute Volume [veh/h] 76 375 25 28 331 88 88 81 70 36 111 18 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] 305 1501 100 111 1325 352 353 323 279 142 442 73 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] 305 1501 100 111 1325 352 353 323 279 142 442 73 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-285

5.5.1.c
Packet Pg. 514 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.620
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.31 0.31 0.07 0.26 0.21 0.10 0.10 0.00 0.04 0.09 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-286

5.5.1.c
Packet Pg. 515 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.950
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2052 0 0 1143 0 1017 0 864 0 0 0 Total 15-Minute Volume [veh/h] 0 513 0 0 286 0 254 0 216 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2052 204 0 1143 606 1017 0 864 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] 0 2052 204 0 1143 606 1017 0 864 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-287

5.5.1.c
Packet Pg. 516 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.950
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.30 0.00 0.00 0.22 0.00 0.60 0.00 0.51 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-288

5.5.1.c
Packet Pg. 517 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.625
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1837 0 0 1648 0 0 0 0 142 0 365 Total 15-Minute Volume [veh/h] 0 459 0 0 412 0 0 0 0 36 0 91 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1837 1243 0 1648 1540 0 0 0 142 0 365 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] 0 1837 1243 0 1648 1540 0 0 0 142 0 365 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-289

5.5.1.c
Packet Pg. 518 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.625
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.36 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.08 0.00 0.21 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-290

5.5.1.c
Packet Pg. 519 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.636
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 54 1995 37 38 3012 79 99 7 93 76 7 34 Total 15-Minute Volume [veh/h] 14 499 9 10 753 20 25 2 23 19 2 9 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] 54 1995 37 38 3012 79 99 7 93 76 7 34 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] 54 1995 37 38 3012 79 99 7 93 76 7 34 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-291

5.5.1.c
Packet Pg. 520 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.636
Intersection LOS B
V/C, Movement V/C Ratio 0.03 0.39 0.02 0.02 0.45 0.45 0.06 0.00 0.05 0.04 0.00 0.02 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-292

5.5.1.c
Packet Pg. 521 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.794
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 208 1775 123 173 2464 120 109 455 461 143 342 210 Total 15-Minute Volume [veh/h] 52 444 31 43 616 30 27 114 115 36 86 53 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] 208 1775 123 173 2464 120 109 455 461 143 342 210 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] 208 1775 123 173 2464 120 109 455 461 143 342 210 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-293

5.5.1.c
Packet Pg. 522 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.794
Intersection LOS C
V/C, Movement V/C Ratio 0.06 0.35 0.07 0.10 0.38 0.38 0.06 0.13 0.21 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 13: 13 AM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-294

5.5.1.c
Packet Pg. 523 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.658
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 115 1683 15 120 1787 183 389 8 103 104 9 115 Total 15-Minute Volume [veh/h] 29 421 4 30 447 46 97 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] 115 1683 15 120 1787 183 389 8 103 104 9 115 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] 115 1683 15 120 1787 183 389 8 103 104 9 115 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-295

5.5.1.c
Packet Pg. 524 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.658
Intersection LOS B
V/C, Movement V/C Ratio 0.07 0.25 0.25 0.07 0.35 0.11 0.11 0.12 0.06 0.06 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-296

5.5.1.c
Packet Pg. 525 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.373
Level Of Service: D
Delay (sec / veh): 33.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 1919 1973 84 0 74
Total 15-Minute Volume [veh/h] 0 480 493 21 0 18
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9380 0.9380 0.9380 1.0000 0.9380 Total Hourly Volume [veh/h] 0 1800 1851 79 0 69
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1800 1851 79 0 69
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-297

5.5.1.c
Packet Pg. 526 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
D
d_I, Intersection Delay [s/veh] 0.61
Approach LOSAAD
d_A, Approach Delay [s/veh] 0.00 0.00 33.52
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 40.38 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 1.62 Movement LOSAAAD
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 33.52 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.37
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-298

5.5.1.c
Packet Pg. 527 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.033
Level Of Service: B
Delay (sec / veh): 11.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 21 153 143 29 82 144
Total 15-Minute Volume [veh/h] 5 38 36 7 20 36
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 20 144 135 27 77 136
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 144 135 27 77 136
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-299

5.5.1.c
Packet Pg. 528 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 4.25
Approach LOSBAA
d_A, Approach Delay [s/veh] 10.34 0.00 2.80
95th-Percentile Queue Length [ft/ln] 19.19 19.19 0.00 0.00 4.64 4.64 95th-Percentile Queue Length [veh/ln] 0.77 0.77 0.00 0.00 0.19 0.19 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 11.74 10.15 0.00 0.00 7.72 0.00 V/C, Movement V/C Ratio 0.03 0.17 0.00 0.00 0.06 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-300

5.5.1.c
Packet Pg. 529 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.197
Level Of Service: C
Delay (sec / veh): 21.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 6 0 82 54 1 14 0 407 11 28 252 0 Total 15-Minute Volume [veh/h] 2 0 20 13 0 3 0 102 3 7 63 0 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 0.9520 0.9520 0.9520 0.9520 0.9520 0.9520 1.0000 0.9520 0.9520 0.9520 0.9520 1.0000 Total Hourly Volume [veh/h] 6 0 78 51 1 13 0 387 10 27 240 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] 6 0 78 51 1 13 0 387 10 27 240 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-301

5.5.1.c
Packet Pg. 530 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS C
d_I, Intersection Delay [s/veh] 3.01
Approach LOS B C A A
d_A, Approach Delay [s/veh] 11.76 18.94 0.00 0.82
95th-Percentile Queue Length [ft/ln] 12.31 12.31 12.31 18.24 18.24 1.36 0.00 0.00 0.00 1.89 1.89 0.00 95th-Percentile Queue Length [veh/ln] 0.49 0.49 0.49 0.73 0.73 0.05 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B B C C A A A A A
d_M, Delay for Movement [s/veh] 14.13 14.18 11.59 21.35 18.79 9.66 0.00 0.00 0.00 8.23 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.13 0.20 0.00 0.02 0.00 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-302

5.5.1.c
Packet Pg. 531 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.544
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 10 1762 22 92 1815 42 33 1 14 27 5 88 Total 15-Minute Volume [veh/h] 3 441 6 23 454 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 1762 22 92 1815 42 33 1 14 27 5 88 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 1762 22 92 1815 42 33 1 14 27 5 88 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-303

5.5.1.c
Packet Pg. 532 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.544
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.35 0.35 0.05 0.36 0.36 0.02 0.03 0.03 0.02 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-304

5.5.1.c
Packet Pg. 533 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.494
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 42 1782 42 74 1664 30 25 1 29 29 5 43 Total 15-Minute Volume [veh/h] 11 446 11 19 416 8 6 0 7 7 1 11 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] 42 1782 42 74 1664 30 25 1 29 29 5 43 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] 42 1782 42 74 1664 30 25 1 29 29 5 43 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-305

5.5.1.c
Packet Pg. 534 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.494
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.36 0.36 0.04 0.33 0.33 0.01 0.02 0.02 0.02 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-306

5.5.1.c
Packet Pg. 535 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): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 322 1398 93 184 1336 337 351 439 454 94 289 82 Total 15-Minute Volume [veh/h] 81 350 23 46 334 84 88 110 114 24 72 21 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] 322 1398 93 184 1336 337 351 439 454 94 289 82 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] 322 1398 93 184 1336 337 351 439 454 94 289 82 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-307

5.5.1.c
Packet Pg. 536 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.610
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.29 0.29 0.11 0.26 0.20 0.10 0.13 0.04 0.03 0.06 0.05 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-308

5.5.1.c
Packet Pg. 537 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.990
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1942 0 0 1257 0 1113 0 877 0 0 0 Total 15-Minute Volume [veh/h] 0 486 0 0 314 0 278 0 219 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1942 246 0 1257 512 1113 0 877 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] 0 1942 246 0 1257 512 1113 0 877 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-309

5.5.1.c
Packet Pg. 538 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.990
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.29 0.00 0.00 0.25 0.00 0.65 0.00 0.52 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-310

5.5.1.c
Packet Pg. 539 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.764
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2056 0 0 1597 0 0 0 0 228 0 529 Total 15-Minute Volume [veh/h] 0 514 0 0 399 0 0 0 0 57 0 132 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2056 1012 0 1597 1145 0 0 0 228 0 529 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] 0 2056 1012 0 1597 1145 0 0 0 228 0 529 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-311

5.5.1.c
Packet Pg. 540 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.764
Intersection LOS C
V/C, Movement V/C Ratio 0.00 0.40 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.13 0.00 0.31 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-312

5.5.1.c
Packet Pg. 541 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.667
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 103 2314 53 64 2496 77 129 19 76 138 11 78 Total 15-Minute Volume [veh/h] 26 579 13 16 624 19 32 5 19 35 3 20 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] 103 2314 53 64 2496 77 129 19 76 138 11 78 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] 103 2314 53 64 2496 77 129 19 76 138 11 78 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-313

5.5.1.c
Packet Pg. 542 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.667
Intersection LOS B
V/C, Movement V/C Ratio 0.06 0.45 0.03 0.04 0.38 0.38 0.08 0.01 0.04 0.08 0.01 0.05 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-314

5.5.1.c
Packet Pg. 543 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.818
Level Of Service: D
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 295 2113 120 144 1994 105 146 377 475 130 353 197 Total 15-Minute Volume [veh/h] 74 528 30 36 499 26 37 94 119 33 88 49 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] 295 2113 120 144 1994 105 146 377 475 130 353 197 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] 295 2113 120 144 1994 105 146 377 475 130 353 197 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-315

5.5.1.c
Packet Pg. 544 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.818
Intersection LOS D
V/C, Movement V/C Ratio 0.09 0.41 0.07 0.08 0.31 0.31 0.09 0.11 0.19 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 14: 14 PM 2024 Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
A-316

5.5.1.c
Packet Pg. 545 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 - A.doc

APPENDIX A-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.

A-317

5.5.1.c
Packet Pg. 546 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.606
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 86 2060 42 198 1663 99 228 9 52 104 4 62 Total 15-Minute Volume [veh/h] 22 515 11 50 416 25 57 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] 86 2060 42 198 1663 99 228 9 52 104 4 62 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] 86 2060 42 198 1663 99 228 9 52 104 4 62 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-318

5.5.1.c
Packet Pg. 547 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.606
Intersection LOS B
V/C, Movement V/C Ratio 0.05 0.31 0.31 0.12 0.33 0.06 0.07 0.07 0.03 0.06 0.04 0.04 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-319

5.5.1.c
Packet Pg. 548 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.122
Level Of Service: C
Delay (sec / veh): 22.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 2232 1769 53 0 29
Total 15-Minute Volume [veh/h] 0 558 442 13 0 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9730 0.9730 0.9730 1.0000 0.9730 Total Hourly Volume [veh/h] 0 2172 1721 52 0 28
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2172 1721 52 0 28
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-320

5.5.1.c
Packet Pg. 549 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 0.16
Approach LOSAAC
d_A, Approach Delay [s/veh] 0.00 0.00 22.24
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 10.26 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.41 Movement LOSAAAC
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 22.24 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.12
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-321

5.5.1.c
Packet Pg. 550 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.014
Level Of Service: B
Delay (sec / veh): 10.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 10 58 128 12 68 91
Total 15-Minute Volume [veh/h] 2 15 32 3 17 23
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9450 0.9450 0.9450 0.9450 0.9450 0.9450 Total Hourly Volume [veh/h] 9 55 121 11 64 86
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 9 55 121 11 64 86
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-322

5.5.1.c
Packet Pg. 551 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 3.16
Approach LOSAAA
d_A, Approach Delay [s/veh] 9.45 0.00 3.26
95th-Percentile Queue Length [ft/ln] 6.29 6.29 0.00 0.00 3.71 3.71 95th-Percentile Queue Length [veh/ln] 0.25 0.25 0.00 0.00 0.15 0.15 Movement LOSBAAAAA
d_M, Delay for Movement [s/veh] 10.46 9.28 0.00 0.00 7.62 0.00 V/C, Movement V/C Ratio 0.01 0.06 0.00 0.00 0.05 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-323

5.5.1.c
Packet Pg. 552 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.156
Level Of Service: B
Delay (sec / veh): 14.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 0 36 71 0 6 0 225 7 33 181 0 Total 15-Minute Volume [veh/h] 2 0 9 18 0 1 0 56 2 8 45 0 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 0.8880 0.8880 0.8880 0.8880 0.8880 0.8880 1.0000 0.8880 0.8880 0.8880 0.8880 1.0000 Total Hourly Volume [veh/h] 6 0 32 63 0 5 0 200 6 29 161 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] 6 0 32 63 0 5 0 200 6 29 161 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-324

5.5.1.c
Packet Pg. 553 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS B
d_I, Intersection Delay [s/veh] 3.12
Approach LOS B B A A
d_A, Approach Delay [s/veh] 10.04 13.97 0.00 1.20
95th-Percentile Queue Length [ft/ln] 4.51 4.51 4.51 13.72 13.72 0.53 0.00 0.00 0.00 1.90 1.90 0.00 95th-Percentile Queue Length [veh/ln] 0.18 0.18 0.18 0.55 0.55 0.02 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B A B B A A A A A
d_M, Delay for Movement [s/veh] 11.67 12.01 9.73 14.38 14.08 9.21 0.00 0.00 0.00 7.76 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.04 0.16 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-325

5.5.1.c
Packet Pg. 554 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.630
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 1898 20 83 1623 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 1898 20 83 1623 30 51 13 20 37 11 165 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 1898 20 83 1623 30 51 13 20 37 11 165 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-326

5.5.1.c
Packet Pg. 555 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.630
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.38 0.38 0.05 0.32 0.32 0.03 0.05 0.05 0.02 0.13 0.13 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-327

5.5.1.c
Packet Pg. 556 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.594
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 23 1768 155 88 1501 19 31 13 57 125 4 115 Total 15-Minute Volume [veh/h] 6 442 39 22 375 5 8 3 14 31 1 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] 23 1768 155 88 1501 19 31 13 57 125 4 115 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] 23 1768 155 88 1501 19 31 13 57 125 4 115 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-328

5.5.1.c
Packet Pg. 557 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.594
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.38 0.38 0.05 0.30 0.30 0.02 0.04 0.04 0.07 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-329

5.5.1.c
Packet Pg. 558 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.621
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 305 1504 100 111 1326 352 354 323 279 142 442 74 Total 15-Minute Volume [veh/h] 76 376 25 28 332 88 89 81 70 36 111 19 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] 305 1504 100 111 1326 352 354 323 279 142 442 74 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] 305 1504 100 111 1326 352 354 323 279 142 442 74 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-330

5.5.1.c
Packet Pg. 559 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.621
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.31 0.31 0.07 0.26 0.21 0.10 0.10 0.00 0.04 0.09 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-331

5.5.1.c
Packet Pg. 560 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.950
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2055 0 0 1151 0 1017 0 867 0 0 0 Total 15-Minute Volume [veh/h] 0 514 0 0 288 0 254 0 217 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2055 205 0 1151 606 1017 0 867 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] 0 2055 205 0 1151 606 1017 0 867 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-332

5.5.1.c
Packet Pg. 561 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.950
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.30 0.00 0.00 0.23 0.00 0.60 0.00 0.51 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-333

5.5.1.c
Packet Pg. 562 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.625
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1839 0 0 1653 0 0 0 0 145 0 365 Total 15-Minute Volume [veh/h] 0 460 0 0 413 0 0 0 0 36 0 91 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1839 1244 0 1653 1540 0 0 0 145 0 365 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] 0 1839 1244 0 1653 1540 0 0 0 145 0 365 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-334

5.5.1.c
Packet Pg. 563 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.625
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.36 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.09 0.00 0.21 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-335

5.5.1.c
Packet Pg. 564 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.636
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 54 1997 37 38 3016 79 99 7 93 76 7 34 Total 15-Minute Volume [veh/h] 14 499 9 10 754 20 25 2 23 19 2 9 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] 54 1997 37 38 3016 79 99 7 93 76 7 34 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] 54 1997 37 38 3016 79 99 7 93 76 7 34 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-336

5.5.1.c
Packet Pg. 565 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.636
Intersection LOS B
V/C, Movement V/C Ratio 0.03 0.39 0.02 0.02 0.46 0.46 0.06 0.00 0.05 0.04 0.00 0.02 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-337

5.5.1.c
Packet Pg. 566 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.795
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 208 1776 123 173 2467 120 109 455 462 144 342 210 Total 15-Minute Volume [veh/h] 52 444 31 43 617 30 27 114 116 36 86 53 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] 208 1776 123 173 2467 120 109 455 462 144 342 210 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] 208 1776 123 173 2467 120 109 455 462 144 342 210 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-338

5.5.1.c
Packet Pg. 567 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.795
Intersection LOS C
V/C, Movement V/C Ratio 0.06 0.35 0.07 0.10 0.38 0.38 0.06 0.13 0.21 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 15: 15 AM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-339

5.5.1.c
Packet Pg. 568 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.660
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 116 1686 15 120 1790 183 391 8 103 104 9 115 Total 15-Minute Volume [veh/h] 29 422 4 30 448 46 98 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] 116 1686 15 120 1790 183 391 8 103 104 9 115 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] 116 1686 15 120 1790 183 391 8 103 104 9 115 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-340

5.5.1.c
Packet Pg. 569 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.660
Intersection LOS B
V/C, Movement V/C Ratio 0.07 0.25 0.25 0.07 0.35 0.11 0.12 0.12 0.06 0.06 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-341

5.5.1.c
Packet Pg. 570 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.363
Level Of Service: D
Delay (sec / veh): 33.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 1923 1977 83 0 72
Total 15-Minute Volume [veh/h] 0 481 494 21 0 18
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9380 0.9380 0.9380 1.0000 0.9380 Total Hourly Volume [veh/h] 0 1804 1854 78 0 68
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1804 1854 78 0 68
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-342

5.5.1.c
Packet Pg. 571 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
D
d_I, Intersection Delay [s/veh] 0.59
Approach LOSAAD
d_A, Approach Delay [s/veh] 0.00 0.00 33.20
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 38.97 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 1.56 Movement LOSAAAD
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 33.20 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.36
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-343

5.5.1.c
Packet Pg. 572 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.033
Level Of Service: B
Delay (sec / veh): 11.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 21 153 144 27 84 144
Total 15-Minute Volume [veh/h] 5 38 36 7 21 36
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 20 144 136 25 79 136
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 144 136 25 79 136
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-344

5.5.1.c
Packet Pg. 573 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 4.27
Approach LOSBAA
d_A, Approach Delay [s/veh] 10.34 0.00 2.85
95th-Percentile Queue Length [ft/ln] 19.21 19.21 0.00 0.00 4.76 4.76 95th-Percentile Queue Length [veh/ln] 0.77 0.77 0.00 0.00 0.19 0.19 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 11.77 10.15 0.00 0.00 7.72 0.00 V/C, Movement V/C Ratio 0.03 0.17 0.00 0.00 0.06 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-345

5.5.1.c
Packet Pg. 574 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.198
Level Of Service: C
Delay (sec / veh): 21.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 6 0 82 54 1 14 0 407 11 29 254 0 Total 15-Minute Volume [veh/h] 2 0 20 13 0 3 0 102 3 7 64 0 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 0.9520 0.9520 0.9520 0.9520 0.9520 0.9520 1.0000 0.9520 0.9520 0.9520 0.9520 1.0000 Total Hourly Volume [veh/h] 6 0 78 51 1 13 0 387 10 28 242 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] 6 0 78 51 1 13 0 387 10 28 242 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-346

5.5.1.c
Packet Pg. 575 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS C
d_I, Intersection Delay [s/veh] 3.02
Approach LOS B C A A
d_A, Approach Delay [s/veh] 11.76 19.06 0.00 0.84
95th-Percentile Queue Length [ft/ln] 12.31 12.31 12.31 18.39 18.39 1.36 0.00 0.00 0.00 1.95 1.95 0.00 95th-Percentile Queue Length [veh/ln] 0.49 0.49 0.49 0.74 0.74 0.05 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B B C C A A A A A
d_M, Delay for Movement [s/veh] 14.17 14.21 11.59 21.50 18.91 9.67 0.00 0.00 0.00 8.24 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.13 0.20 0.00 0.02 0.00 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-347

5.5.1.c
Packet Pg. 576 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.545
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 10 1764 22 92 1817 43 33 1 14 27 5 89 Total 15-Minute Volume [veh/h] 3 441 6 23 454 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 1764 22 92 1817 43 33 1 14 27 5 89 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 1764 22 92 1817 43 33 1 14 27 5 89 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-348

5.5.1.c
Packet Pg. 577 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.545
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.35 0.35 0.05 0.36 0.36 0.02 0.03 0.03 0.02 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-349

5.5.1.c
Packet Pg. 578 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.495
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 42 1784 42 74 1666 30 25 1 29 29 5 44 Total 15-Minute Volume [veh/h] 11 446 11 19 417 8 6 0 7 7 1 11 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] 42 1784 42 74 1666 30 25 1 29 29 5 44 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] 42 1784 42 74 1666 30 25 1 29 29 5 44 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-350

5.5.1.c
Packet Pg. 579 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.495
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.36 0.36 0.04 0.33 0.33 0.01 0.02 0.02 0.02 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-351

5.5.1.c
Packet Pg. 580 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.611
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 322 1399 93 184 1337 337 352 439 454 94 289 83 Total 15-Minute Volume [veh/h] 81 350 23 46 334 84 88 110 114 24 72 21 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] 322 1399 93 184 1337 337 352 439 454 94 289 83 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] 322 1399 93 184 1337 337 352 439 454 94 289 83 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-352

5.5.1.c
Packet Pg. 581 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.611
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.29 0.29 0.11 0.26 0.20 0.10 0.13 0.04 0.03 0.06 0.05 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-353

5.5.1.c
Packet Pg. 582 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.991
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1944 0 0 1259 0 1113 0 878 0 0 0 Total 15-Minute Volume [veh/h] 0 486 0 0 315 0 278 0 220 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1944 247 0 1259 512 1113 0 878 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] 0 1944 247 0 1259 512 1113 0 878 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-354

5.5.1.c
Packet Pg. 583 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.991
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.29 0.00 0.00 0.25 0.00 0.65 0.00 0.52 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-355

5.5.1.c
Packet Pg. 584 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.765
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2057 0 0 1599 0 0 0 0 229 0 529 Total 15-Minute Volume [veh/h] 0 514 0 0 400 0 0 0 0 57 0 132 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2057 1013 0 1599 1145 0 0 0 229 0 529 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] 0 2057 1013 0 1599 1145 0 0 0 229 0 529 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-356

5.5.1.c
Packet Pg. 585 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.765
Intersection LOS C
V/C, Movement V/C Ratio 0.00 0.40 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.13 0.00 0.31 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-357

5.5.1.c
Packet Pg. 586 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.668
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 103 2316 53 64 2498 77 129 19 76 138 11 78 Total 15-Minute Volume [veh/h] 26 579 13 16 625 19 32 5 19 35 3 20 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] 103 2316 53 64 2498 77 129 19 76 138 11 78 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] 103 2316 53 64 2498 77 129 19 76 138 11 78 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-358

5.5.1.c
Packet Pg. 587 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.668
Intersection LOS B
V/C, Movement V/C Ratio 0.06 0.45 0.03 0.04 0.38 0.38 0.08 0.01 0.04 0.08 0.01 0.05 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-359

5.5.1.c
Packet Pg. 588 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.820
Level Of Service: D
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 295 2114 120 144 1995 105 146 377 476 131 353 197 Total 15-Minute Volume [veh/h] 74 529 30 36 499 26 37 94 119 33 88 49 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] 295 2114 120 144 1995 105 146 377 476 131 353 197 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] 295 2114 120 144 1995 105 146 377 476 131 353 197 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-360

5.5.1.c
Packet Pg. 589 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.820
Intersection LOS D
V/C, Movement V/C Ratio 0.09 0.41 0.07 0.08 0.31 0.31 0.09 0.11 0.19 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 16: 16 PM 2024 Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
A-361

5.5.1.c
Packet Pg. 590 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 - A.doc

APPENDIX A-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.

A-362

5.5.1.c
Packet Pg. 591 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.608
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 83 2050 42 198 1654 101 237 9 52 104 4 62 Total 15-Minute Volume [veh/h] 21 513 11 50 414 25 59 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] 83 2050 42 198 1654 101 237 9 52 104 4 62 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] 83 2050 42 198 1654 101 237 9 52 104 4 62 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-363

5.5.1.c
Packet Pg. 592 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.608
Intersection LOS B
V/C, Movement V/C Ratio 0.05 0.31 0.31 0.12 0.32 0.06 0.07 0.07 0.03 0.06 0.04 0.04 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-364

5.5.1.c
Packet Pg. 593 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.151
Level Of Service: C
Delay (sec / veh): 22.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 2219 1757 57 0 36
Total 15-Minute Volume [veh/h] 0 555 439 14 0 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9730 0.9730 0.9730 1.0000 0.9730 Total Hourly Volume [veh/h] 0 2159 1710 55 0 35
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2159 1710 55 0 35
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-365

5.5.1.c
Packet Pg. 594 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 0.20
Approach LOSAAC
d_A, Approach Delay [s/veh] 0.00 0.00 22.70
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 13.02 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.52 Movement LOSAAAC
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 22.70 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.15
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-366

5.5.1.c
Packet Pg. 595 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.011
Level Of Service: B
Delay (sec / veh): 10.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 8 68 125 14 66 91
Total 15-Minute Volume [veh/h] 2 17 31 3 16 23
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9450 0.9450 0.9450 0.9450 0.9450 0.9450 Total Hourly Volume [veh/h] 8 64 118 13 62 86
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 8 64 118 13 62 86
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-367

5.5.1.c
Packet Pg. 596 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 3.28
Approach LOSAAA
d_A, Approach Delay [s/veh] 9.42 0.00 3.20
95th-Percentile Queue Length [ft/ln] 6.99 6.99 0.00 0.00 3.59 3.59 95th-Percentile Queue Length [veh/ln] 0.28 0.28 0.00 0.00 0.14 0.14 Movement LOSBAAAAA
d_M, Delay for Movement [s/veh] 10.46 9.30 0.00 0.00 7.61 0.00 V/C, Movement V/C Ratio 0.01 0.07 0.00 0.00 0.05 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-368

5.5.1.c
Packet Pg. 597 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.158
Level Of Service: B
Delay (sec / veh): 14.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 0 39 71 0 6 0 232 7 33 179 0 Total 15-Minute Volume [veh/h] 2 0 10 18 0 1 0 58 2 8 45 0 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 0.8880 0.8880 0.8880 0.8880 0.8880 0.8880 1.0000 0.8880 0.8880 0.8880 0.8880 1.0000 Total Hourly Volume [veh/h] 6 0 35 63 0 5 0 206 6 29 159 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] 6 0 35 63 0 5 0 206 6 29 159 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-369

5.5.1.c
Packet Pg. 598 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS B
d_I, Intersection Delay [s/veh] 3.15
Approach LOS B B A A
d_A, Approach Delay [s/veh] 10.08 14.12 0.00 1.21
95th-Percentile Queue Length [ft/ln] 4.86 4.86 4.86 13.95 13.95 0.52 0.00 0.00 0.00 1.91 1.91 0.00 95th-Percentile Queue Length [veh/ln] 0.19 0.19 0.19 0.56 0.56 0.02 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B A B B A A A A A
d_M, Delay for Movement [s/veh] 11.72 12.06 9.79 14.54 14.18 9.20 0.00 0.00 0.00 7.78 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.05 0.16 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-370

5.5.1.c
Packet Pg. 599 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.628
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 1894 20 83 1623 30 50 13 20 37 11 164 Total 15-Minute Volume [veh/h] 2 474 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 1894 20 83 1623 30 50 13 20 37 11 164 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 1894 20 83 1623 30 50 13 20 37 11 164 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-371

5.5.1.c
Packet Pg. 600 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.628
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.38 0.38 0.05 0.32 0.32 0.03 0.05 0.05 0.02 0.12 0.12 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-372

5.5.1.c
Packet Pg. 601 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.593
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 23 1765 155 88 1501 19 31 13 57 125 4 114 Total 15-Minute Volume [veh/h] 6 441 39 22 375 5 8 3 14 31 1 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] 23 1765 155 88 1501 19 31 13 57 125 4 114 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] 23 1765 155 88 1501 19 31 13 57 125 4 114 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-373

5.5.1.c
Packet Pg. 602 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.593
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.38 0.38 0.05 0.30 0.30 0.02 0.04 0.04 0.07 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-374

5.5.1.c
Packet Pg. 603 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.620
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 305 1502 100 111 1326 352 353 323 279 142 442 73 Total 15-Minute Volume [veh/h] 76 376 25 28 332 88 88 81 70 36 111 18 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] 305 1502 100 111 1326 352 353 323 279 142 442 73 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] 305 1502 100 111 1326 352 353 323 279 142 442 73 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-375

5.5.1.c
Packet Pg. 604 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.620
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.31 0.31 0.07 0.26 0.21 0.10 0.10 0.00 0.04 0.09 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-376

5.5.1.c
Packet Pg. 605 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.950
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2054 0 0 1146 0 1017 0 865 0 0 0 Total 15-Minute Volume [veh/h] 0 514 0 0 287 0 254 0 216 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2054 205 0 1146 606 1017 0 865 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] 0 2054 205 0 1146 606 1017 0 865 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-377

5.5.1.c
Packet Pg. 606 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.950
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.30 0.00 0.00 0.22 0.00 0.60 0.00 0.51 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-378

5.5.1.c
Packet Pg. 607 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.625
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1838 0 0 1649 0 0 0 0 143 0 365 Total 15-Minute Volume [veh/h] 0 460 0 0 412 0 0 0 0 36 0 91 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1838 1244 0 1649 1540 0 0 0 143 0 365 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] 0 1838 1244 0 1649 1540 0 0 0 143 0 365 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-379

5.5.1.c
Packet Pg. 608 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.625
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.36 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.08 0.00 0.21 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-380

5.5.1.c
Packet Pg. 609 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.636
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 54 1997 37 38 3013 79 99 7 93 76 7 34 Total 15-Minute Volume [veh/h] 14 499 9 10 753 20 25 2 23 19 2 9 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] 54 1997 37 38 3013 79 99 7 93 76 7 34 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] 54 1997 37 38 3013 79 99 7 93 76 7 34 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-381

5.5.1.c
Packet Pg. 610 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.636
Intersection LOS B
V/C, Movement V/C Ratio 0.03 0.39 0.02 0.02 0.45 0.45 0.06 0.00 0.05 0.04 0.00 0.02 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-382

5.5.1.c
Packet Pg. 611 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.794
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 208 1776 123 173 2465 120 109 455 461 143 342 210 Total 15-Minute Volume [veh/h] 52 444 31 43 616 30 27 114 115 36 86 53 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] 208 1776 123 173 2465 120 109 455 461 143 342 210 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] 208 1776 123 173 2465 120 109 455 461 143 342 210 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-383

5.5.1.c
Packet Pg. 612 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.794
Intersection LOS C
V/C, Movement V/C Ratio 0.06 0.35 0.07 0.10 0.38 0.38 0.06 0.13 0.21 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 17: 17 AM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-384

5.5.1.c
Packet Pg. 613 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.662
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 117 1681 15 120 1789 186 398 8 103 104 9 115 Total 15-Minute Volume [veh/h] 29 420 4 30 447 47 100 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] 117 1681 15 120 1789 186 398 8 103 104 9 115 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] 117 1681 15 120 1789 186 398 8 103 104 9 115 Name Alicia Pkwy Alicia Pkwy Hon Ave Paseo de Alicia
Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-385

5.5.1.c
Packet Pg. 614 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.662
Intersection LOS B
V/C, Movement V/C Ratio 0.07 0.25 0.25 0.07 0.35 0.11 0.12 0.12 0.06 0.06 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-386

5.5.1.c
Packet Pg. 615 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.393
Level Of Service: D
Delay (sec / veh): 34.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 1919 1972 87 0 78
Total 15-Minute Volume [veh/h] 0 480 493 22 0 19
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9380 0.9380 0.9380 1.0000 0.9380 Total Hourly Volume [veh/h] 0 1800 1850 82 0 73
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1800 1850 82 0 73
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-387

5.5.1.c
Packet Pg. 616 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
D
d_I, Intersection Delay [s/veh] 0.66
Approach LOSAAD
d_A, Approach Delay [s/veh] 0.00 0.00 34.47
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 43.60 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 1.74 Movement LOSAAAD
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 34.47 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.39
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-388

5.5.1.c
Packet Pg. 617 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.032
Level Of Service: B
Delay (sec / veh): 11.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 20 159 143 29 86 144
Total 15-Minute Volume [veh/h] 5 40 36 7 21 36
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 19 150 135 27 81 136
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 19 150 135 27 81 136
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-389

5.5.1.c
Packet Pg. 618 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 4.34
Approach LOSBAA
d_A, Approach Delay [s/veh] 10.37 0.00 2.89
95th-Percentile Queue Length [ft/ln] 19.84 19.84 0.00 0.00 4.88 4.88 95th-Percentile Queue Length [veh/ln] 0.79 0.79 0.00 0.00 0.20 0.20 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 11.83 10.18 0.00 0.00 7.73 0.00 V/C, Movement V/C Ratio 0.03 0.18 0.00 0.00 0.06 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-390

5.5.1.c
Packet Pg. 619 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.203
Level Of Service: C
Delay (sec / veh): 22.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 6 0 85 54 1 14 0 413 11 30 256 0 Total 15-Minute Volume [veh/h] 2 0 21 13 0 3 0 103 3 8 64 0 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 0.9520 0.9520 0.9520 0.9520 0.9520 0.9520 1.0000 0.9520 0.9520 0.9520 0.9520 1.0000 Total Hourly Volume [veh/h] 6 0 81 51 1 13 0 393 10 29 244 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] 6 0 81 51 1 13 0 393 10 29 244 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-391

5.5.1.c
Packet Pg. 620 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS C
d_I, Intersection Delay [s/veh] 3.07
Approach LOS B C A A
d_A, Approach Delay [s/veh] 11.86 19.48 0.00 0.87
95th-Percentile Queue Length [ft/ln] 12.90 12.90 12.90 18.95 18.95 1.37 0.00 0.00 0.00 2.03 2.03 0.00 95th-Percentile Queue Length [veh/ln] 0.52 0.52 0.52 0.76 0.76 0.05 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B B C C A A A A A
d_M, Delay for Movement [s/veh] 14.30 14.34 11.68 22.03 19.25 9.68 0.00 0.00 0.00 8.26 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.13 0.20 0.00 0.02 0.00 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-392

5.5.1.c
Packet Pg. 621 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.546
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 10 1765 22 93 1818 43 33 1 14 27 5 89 Total 15-Minute Volume [veh/h] 3 441 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 1765 22 93 1818 43 33 1 14 27 5 89 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 1765 22 93 1818 43 33 1 14 27 5 89 Name Alicia Pkwy Alicia Pkwy Costeau St Costeau St
Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-393

5.5.1.c
Packet Pg. 622 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.546
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.35 0.35 0.05 0.36 0.36 0.02 0.03 0.03 0.02 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-394

5.5.1.c
Packet Pg. 623 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.496
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 42 1784 42 75 1667 30 26 1 29 29 5 44 Total 15-Minute Volume [veh/h] 11 446 11 19 417 8 7 0 7 7 1 11 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] 42 1784 42 75 1667 30 26 1 29 29 5 44 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] 42 1784 42 75 1667 30 26 1 29 29 5 44 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-395

5.5.1.c
Packet Pg. 624 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.496
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.36 0.36 0.04 0.33 0.33 0.02 0.02 0.02 0.02 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-396

5.5.1.c
Packet Pg. 625 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.612
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 322 1400 93 185 1337 338 352 439 454 94 289 83 Total 15-Minute Volume [veh/h] 81 350 23 46 334 85 88 110 114 24 72 21 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] 322 1400 93 185 1337 338 352 439 454 94 289 83 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] 322 1400 93 185 1337 338 352 439 454 94 289 83 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-397

5.5.1.c
Packet Pg. 626 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.612
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.29 0.29 0.11 0.26 0.20 0.10 0.13 0.04 0.03 0.06 0.05 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-398

5.5.1.c
Packet Pg. 627 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.991
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1946 0 0 1260 0 1113 0 879 0 0 0 Total 15-Minute Volume [veh/h] 0 487 0 0 315 0 278 0 220 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1946 248 0 1260 512 1113 0 879 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] 0 1946 248 0 1260 512 1113 0 879 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-399

5.5.1.c
Packet Pg. 628 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.991
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.29 0.00 0.00 0.25 0.00 0.65 0.00 0.52 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-400

5.5.1.c
Packet Pg. 629 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.765
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2058 0 0 1600 0 0 0 0 230 0 529 Total 15-Minute Volume [veh/h] 0 515 0 0 400 0 0 0 0 58 0 132 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2058 1014 0 1600 1145 0 0 0 230 0 529 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] 0 2058 1014 0 1600 1145 0 0 0 230 0 529 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-401

5.5.1.c
Packet Pg. 630 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.765
Intersection LOS C
V/C, Movement V/C Ratio 0.00 0.40 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.14 0.00 0.31 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-402

5.5.1.c
Packet Pg. 631 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.668
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 103 2317 53 64 2498 77 129 19 76 138 11 78 Total 15-Minute Volume [veh/h] 26 579 13 16 625 19 32 5 19 35 3 20 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] 103 2317 53 64 2498 77 129 19 76 138 11 78 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] 103 2317 53 64 2498 77 129 19 76 138 11 78 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-403

5.5.1.c
Packet Pg. 632 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.668
Intersection LOS B
V/C, Movement V/C Ratio 0.06 0.45 0.03 0.04 0.38 0.38 0.08 0.01 0.04 0.08 0.01 0.05 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-404

5.5.1.c
Packet Pg. 633 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.819
Level Of Service: D
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 296 2114 121 144 1996 105 146 377 476 131 353 197 Total 15-Minute Volume [veh/h] 74 529 30 36 499 26 37 94 119 33 88 49 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] 296 2114 121 144 1996 105 146 377 476 131 353 197 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] 296 2114 121 144 1996 105 146 377 476 131 353 197 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-405

5.5.1.c
Packet Pg. 634 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.819
Intersection LOS D
V/C, Movement V/C Ratio 0.09 0.41 0.07 0.08 0.31 0.31 0.09 0.11 0.19 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 18: 18 PM 2024 Plus Project Option 2A
Version 2021 (SP 0-6)
Generated with
A-406

5.5.1.c
Packet Pg. 635 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 - A.doc

APPENDIX A-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.

A-407

5.5.1.c
Packet Pg. 636 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.607
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
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 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 2021 (SP 0-6)
Generated with
A-408

5.5.1.c
Packet Pg. 637 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.607
Intersection LOS B
V/C, Movement V/C Ratio 0.05 0.31 0.31 0.12 0.33 0.06 0.07 0.07 0.03 0.06 0.04 0.04 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-409

5.5.1.c
Packet Pg. 638 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.127
Level Of Service: C
Delay (sec / veh): 22.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 2233 1769 57 0 30
Total 15-Minute Volume [veh/h] 0 558 442 14 0 7
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9730 0.9730 0.9730 1.0000 0.9730 Total Hourly Volume [veh/h] 0 2173 1721 55 0 29
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 2173 1721 55 0 29
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-410

5.5.1.c
Packet Pg. 639 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 0.16
Approach LOSAAC
d_A, Approach Delay [s/veh] 0.00 0.00 22.38
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 10.69 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 0.43 Movement LOSAAAC
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 22.38 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.13
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-411

5.5.1.c
Packet Pg. 640 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.014
Level Of Service: B
Delay (sec / veh): 10.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 10 60 128 12 69 91
Total 15-Minute Volume [veh/h] 2 15 32 3 17 23
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9450 0.9450 0.9450 0.9450 0.9450 0.9450 Total Hourly Volume [veh/h] 9 57 121 11 65 86
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 9 57 121 11 65 86
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-412

5.5.1.c
Packet Pg. 641 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 3.21
Approach LOSAAA
d_A, Approach Delay [s/veh] 9.46 0.00 3.29
95th-Percentile Queue Length [ft/ln] 6.49 6.49 0.00 0.00 3.76 3.76 95th-Percentile Queue Length [veh/ln] 0.26 0.26 0.00 0.00 0.15 0.15 Movement LOSBAAAAA
d_M, Delay for Movement [s/veh] 10.48 9.29 0.00 0.00 7.62 0.00 V/C, Movement V/C Ratio 0.01 0.07 0.00 0.00 0.05 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-413

5.5.1.c
Packet Pg. 642 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.158
Level Of Service: B
Delay (sec / veh): 14.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 7 0 37 71 0 6 0 227 7 34 182 0 Total 15-Minute Volume [veh/h] 2 0 9 18 0 1 0 57 2 8 46 0 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 0.8880 0.8880 0.8880 0.8880 0.8880 0.8880 1.0000 0.8880 0.8880 0.8880 0.8880 1.0000 Total Hourly Volume [veh/h] 6 0 33 63 0 5 0 202 6 30 162 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] 6 0 33 63 0 5 0 202 6 30 162 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-414

5.5.1.c
Packet Pg. 643 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS B
d_I, Intersection Delay [s/veh] 3.14
Approach LOS B B A A
d_A, Approach Delay [s/veh] 10.06 14.08 0.00 1.22
95th-Percentile Queue Length [ft/ln] 4.63 4.63 4.63 13.89 13.89 0.53 0.00 0.00 0.00 1.96 1.96 0.00 95th-Percentile Queue Length [veh/ln] 0.19 0.19 0.19 0.56 0.56 0.02 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B A B B A A A A A
d_M, Delay for Movement [s/veh] 11.71 12.06 9.75 14.49 14.17 9.21 0.00 0.00 0.00 7.77 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.05 0.16 0.00 0.01 0.00 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-415

5.5.1.c
Packet Pg. 644 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.631
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
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 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 2021 (SP 0-6)
Generated with
A-416

5.5.1.c
Packet Pg. 645 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.631
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.38 0.38 0.05 0.32 0.32 0.03 0.05 0.05 0.02 0.13 0.13 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-417

5.5.1.c
Packet Pg. 646 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.594
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 23 1769 155 89 1502 19 31 13 57 125 4 115 Total 15-Minute Volume [veh/h] 6 442 39 22 376 5 8 3 14 31 1 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] 23 1769 155 89 1502 19 31 13 57 125 4 115 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] 23 1769 155 89 1502 19 31 13 57 125 4 115 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-418

5.5.1.c
Packet Pg. 647 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.594
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.38 0.38 0.05 0.30 0.30 0.02 0.04 0.04 0.07 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-419

5.5.1.c
Packet Pg. 648 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.621
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 305 1504 100 112 1327 353 354 323 279 142 442 74 Total 15-Minute Volume [veh/h] 76 376 25 28 332 88 89 81 70 36 111 19 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] 305 1504 100 112 1327 353 354 323 279 142 442 74 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] 305 1504 100 112 1327 353 354 323 279 142 442 74 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-420

5.5.1.c
Packet Pg. 649 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.621
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.31 0.31 0.07 0.26 0.21 0.10 0.10 0.00 0.04 0.09 0.04 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-421

5.5.1.c
Packet Pg. 650 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.951
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2057 0 0 1153 0 1017 0 868 0 0 0 Total 15-Minute Volume [veh/h] 0 514 0 0 288 0 254 0 217 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2057 206 0 1153 606 1017 0 868 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] 0 2057 206 0 1153 606 1017 0 868 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-422

5.5.1.c
Packet Pg. 651 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.951
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.30 0.00 0.00 0.23 0.00 0.60 0.00 0.51 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-423

5.5.1.c
Packet Pg. 652 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.625
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1840 0 0 1654 0 0 0 0 146 0 365 Total 15-Minute Volume [veh/h] 0 460 0 0 414 0 0 0 0 37 0 91 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1840 1245 0 1654 1540 0 0 0 146 0 365 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] 0 1840 1245 0 1654 1540 0 0 0 146 0 365 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-424

5.5.1.c
Packet Pg. 653 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.625
Intersection LOS B
V/C, Movement V/C Ratio 0.00 0.36 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.09 0.00 0.21 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-425

5.5.1.c
Packet Pg. 654 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.636
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 54 1998 37 38 3017 79 99 7 93 76 7 34 Total 15-Minute Volume [veh/h] 14 500 9 10 754 20 25 2 23 19 2 9 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] 54 1998 37 38 3017 79 99 7 93 76 7 34 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] 54 1998 37 38 3017 79 99 7 93 76 7 34 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-426

5.5.1.c
Packet Pg. 655 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.636
Intersection LOS B
V/C, Movement V/C Ratio 0.03 0.39 0.02 0.02 0.46 0.46 0.06 0.00 0.05 0.04 0.00 0.02 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-427

5.5.1.c
Packet Pg. 656 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.795
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 209 1777 124 173 2467 120 109 455 462 144 342 210 Total 15-Minute Volume [veh/h] 52 444 31 43 617 30 27 114 116 36 86 53 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] 209 1777 124 173 2467 120 109 455 462 144 342 210 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] 209 1777 124 173 2467 120 109 455 462 144 342 210 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-428

5.5.1.c
Packet Pg. 657 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.795
Intersection LOS C
V/C, Movement V/C Ratio 0.06 0.35 0.07 0.10 0.38 0.38 0.06 0.13 0.21 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 19: 19 AM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-429

5.5.1.c
Packet Pg. 658 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.664
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 1: Alicia Parkway at Hon Avenue/Paseo de Alicia Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
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 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 2021 (SP 0-6)
Generated with
A-430

5.5.1.c
Packet Pg. 659 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.664
Intersection LOS B
V/C, Movement V/C Ratio 0.07 0.25 0.25 0.07 0.35 0.11 0.12 0.12 0.06 0.06 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-431

5.5.1.c
Packet Pg. 660 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.385
Level Of Service: D
Delay (sec / veh): 34.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 2: Alicia Parkway at Project Driveway 2
Intersection Level Of Service Report
Crosswalk No No Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 40.00 40.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northbound Southbound Eastbound
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 0 1923 1977 88 0 76
Total 15-Minute Volume [veh/h] 0 481 494 22 0 19
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9380 0.9380 0.9380 1.0000 0.9380 Total Hourly Volume [veh/h] 0 1804 1854 83 0 71
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1804 1854 83 0 71
Name Alicia Pkwy Alicia Pkwy Project Dwy 2
Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-432

5.5.1.c
Packet Pg. 661 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
D
d_I, Intersection Delay [s/veh] 0.64
Approach LOSAAD
d_A, Approach Delay [s/veh] 0.00 0.00 34.24
95th-Percentile Queue Length [ft/ln] 0.00 0.00 0.00 0.00 0.00 42.27 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.00 1.69 Movement LOSAAAD
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 0.00 0.00 34.24 V/C, Movement V/C Ratio 0.00 0.02 0.02 0.00 0.00 0.39
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane
Priority Scheme Free Free Stop
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-433

5.5.1.c
Packet Pg. 662 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.033
Level Of Service: B
Delay (sec / veh): 11.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Project Driveway 3 at Hon Avenue
Intersection Level Of Service Report
Crosswalk Yes No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 25.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Project Dwy 3 Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 21 161 143 29 86 144
Total 15-Minute Volume [veh/h] 5 40 36 7 21 36
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 20 152 135 27 81 136
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 20 152 135 27 81 136
Name Project Dwy 3 Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-434

5.5.1.c
Packet Pg. 663 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 4.38
Approach LOSBAA
d_A, Approach Delay [s/veh] 10.40 0.00 2.89
95th-Percentile Queue Length [ft/ln] 20.29 20.29 0.00 0.00 4.88 4.88 95th-Percentile Queue Length [veh/ln] 0.81 0.81 0.00 0.00 0.20 0.20 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 11.86 10.21 0.00 0.00 7.73 0.00 V/C, Movement V/C Ratio 0.03 0.18 0.00 0.00 0.06 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median200
Two-Stage Gap Acceptance Yes
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-435

5.5.1.c
Packet Pg. 664 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.203
Level Of Service: C
Delay (sec / veh): 22.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 5: Project Driveway 4/Chevron Driveway at Hon Avenue Intersection Level Of Service Report
Crosswalk Yes Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 25.00 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 0 0 0 0 0 1 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 Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 6 0 85 54 1 14 0 414 11 29 256 0 Total 15-Minute Volume [veh/h] 2 0 21 13 0 3 0 103 3 7 64 0 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 0.9520 0.9520 0.9520 0.9520 0.9520 0.9520 1.0000 0.9520 0.9520 0.9520 0.9520 1.0000 Total Hourly Volume [veh/h] 6 0 81 51 1 13 0 394 10 28 244 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] 6 0 81 51 1 13 0 394 10 28 244 0 Name Project Dwy 4 Chevron Dwy Hon Ave Hon Ave
Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-436

5.5.1.c
Packet Pg. 665 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection LOS C
d_I, Intersection Delay [s/veh] 3.06
Approach LOS B C A A
d_A, Approach Delay [s/veh] 11.87 19.45 0.00 0.84
95th-Percentile Queue Length [ft/ln] 12.92 12.92 12.92 18.90 18.90 1.37 0.00 0.00 0.00 1.97 1.97 0.00 95th-Percentile Queue Length [veh/ln] 0.52 0.52 0.52 0.76 0.76 0.05 0.00 0.00 0.00 0.08 0.08 0.00 Movement LOS B B B C C A A A A A
d_M, Delay for Movement [s/veh] 14.30 14.33 11.69 21.98 19.21 9.68 0.00 0.00 0.00 8.26 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.00 0.13 0.20 0.00 0.02 0.00 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 1 0 0 0
Two-Stage Gap Acceptance Yes No
Storage Area [veh] 0 0 0 0
Flared Lane No
Priority Scheme Stop Stop Free Free
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-437

5.5.1.c
Packet Pg. 666 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.546
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 6: Alicia Parkway at Costeau Street
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
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 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 2021 (SP 0-6)
Generated with
A-438

5.5.1.c
Packet Pg. 667 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.546
Intersection LOS A
V/C, Movement V/C Ratio 0.01 0.35 0.35 0.05 0.37 0.37 0.02 0.03 0.03 0.02 0.07 0.07 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-439

5.5.1.c
Packet Pg. 668 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.497
Level Of Service: A
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 7: Alicia Parkway at Wilkes Place
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 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 1 0 0 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 Wilkes Pl Wilkes Pl
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 42 1786 42 75 1668 30 26 1 29 29 5 44 Total 15-Minute Volume [veh/h] 11 447 11 19 417 8 7 0 7 7 1 11 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] 42 1786 42 75 1668 30 26 1 29 29 5 44 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] 42 1786 42 75 1668 30 26 1 29 29 5 44 Name Alicia Pkwy Alicia Pkwy Wilkes Pl Wilkes Pl
Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-440

5.5.1.c
Packet Pg. 669 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.497
Intersection LOS A
V/C, Movement V/C Ratio 0.02 0.36 0.36 0.04 0.33 0.33 0.02 0.02 0.02 0.02 0.03 0.03 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-441

5.5.1.c
Packet Pg. 670 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.612
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 8: Alicia Parkway at Paseo de Valencia
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 25.00 45.00
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 1 1 0 1 1 0 1
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 Paseo de Valencia Paseo de Valencia Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 322 1400 93 185 1338 338 352 439 454 94 289 83 Total 15-Minute Volume [veh/h] 81 350 23 46 335 85 88 110 114 24 72 21 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] 322 1400 93 185 1338 338 352 439 454 94 289 83 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] 322 1400 93 185 1338 338 352 439 454 94 289 83 Name Alicia Pkwy Alicia Pkwy Paseo de Valencia Paseo de Valencia Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-442

5.5.1.c
Packet Pg. 671 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.612
Intersection LOS B
V/C, Movement V/C Ratio 0.09 0.29 0.29 0.11 0.26 0.20 0.10 0.13 0.04 0.03 0.06 0.05 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-443

5.5.1.c
Packet Pg. 672 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.991
Level Of Service: E
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 1949 0 0 1263 0 1113 0 880 0 0 0 Total 15-Minute Volume [veh/h] 0 487 0 0 316 0 278 0 220 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 1949 249 0 1263 512 1113 0 880 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] 0 1949 249 0 1263 512 1113 0 880 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-444

5.5.1.c
Packet Pg. 673 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.991
Intersection LOS E
V/C, Movement V/C Ratio 0.00 0.29 0.00 0.00 0.25 0.00 0.65 0.00 0.52 0.00 0.00 0.00 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-445

5.5.1.c
Packet Pg. 674 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.765
Level Of Service: C
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 2060 0 0 1601 0 0 0 0 231 0 529 Total 15-Minute Volume [veh/h] 0 515 0 0 400 0 0 0 0 58 0 132 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 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] 0 2060 1015 0 1601 1145 0 0 0 231 0 529 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] 0 2060 1015 0 1601 1145 0 0 0 231 0 529 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-446

5.5.1.c
Packet Pg. 675 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.765
Intersection LOS C
V/C, Movement V/C Ratio 0.00 0.40 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.14 0.00 0.31 Movement, Approach, & Intersection Results
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-447

5.5.1.c
Packet Pg. 676 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.668
Level Of Service: B
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 11: Alicia Parkway at Charlinda Drive
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
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 0 1 0 1 1 0 1
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 Charlinda Dr Charlinda Dr
Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 103 2318 53 64 2500 77 129 19 76 138 11 78 Total 15-Minute Volume [veh/h] 26 580 13 16 625 19 32 5 19 35 3 20 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] 103 2318 53 64 2500 77 129 19 76 138 11 78 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] 103 2318 53 64 2500 77 129 19 76 138 11 78 Name Alicia Pkwy Alicia Pkwy Charlinda Dr Charlinda Dr
Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-448

5.5.1.c
Packet Pg. 677 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.668
Intersection LOS B
V/C, Movement V/C Ratio 0.06 0.45 0.03 0.04 0.38 0.38 0.08 0.01 0.04 0.08 0.01 0.05 Movement, Approach, & Intersection Results
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] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-449

5.5.1.c
Packet Pg. 678 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.819
Level Of Service: D
Delay (sec / veh): -
Analysis Period: 15 minutes
Analysis Method: ICU 1
Control Type: Signalized
Intersection 12: Alicia Parkway at Miurlands Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 45.00 45.00
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 0 1 0 1 1 0 1
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 Miurlands Blvd Miurlands Blvd Intersection Setup
Bicycle Volume [bicycles/h] 0 0 0 0
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 296 2115 121 144 1996 105 146 377 476 131 353 197 Total 15-Minute Volume [veh/h] 74 529 30 36 499 26 37 94 119 33 88 49 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] 296 2115 121 144 1996 105 146 377 476 131 353 197 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] 296 2115 121 144 1996 105 146 377 476 131 353 197 Name Alicia Pkwy Alicia Pkwy Miurlands Blvd Miurlands Blvd Volumes
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-450

5.5.1.c
Packet Pg. 679 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Intersection V/C 0.819
Intersection LOS D
V/C, Movement V/C Ratio 0.09 0.41 0.07 0.08 0.31 0.31 0.09 0.11 0.19 0.08 0.10 0.12 Movement, Approach, & Intersection Results
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 1,8
Signal Group 1 6 0 5 2 0 3 8 8 7 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Overlap Protecte Permiss Permiss Phasing & Timing
Lost time [s] 5.00
Cycle Length [s] 100
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 20: 20 PM 2024 Plus Project Option 2B
Version 2021 (SP 0-6)
Generated with
A-451

5.5.1.c
Packet Pg. 680 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 B INTERSECTION LEVEL OF SERVICE CALCULATION WORKSHEETS (HCMMETHODOLOGY)
B-1

5.5.1.c
Packet Pg. 681 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 - B.doc

APPENDIX B-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.

B-2

5.5.1.c
Packet Pg. 682 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.932
Level Of Service: C
Delay (sec / veh): 34.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-3

5.5.1.c
Packet Pg. 683 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
Total Analysis Volume [veh/h] 0 1968 0 0 1040 0 1017 0 837 0 0 0 Total 15-Minute Volume [veh/h] 0 492 0 0 260 0 254 0 209 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9800 0.9800 1.0000 0.9800 0.9800 0.9800 1.0000 0.9800 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1929 178 0 1019 594 997 0 820 0 0 0 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] 0 1929 178 0 1019 594 997 0 820 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-4

5.5.1.c
Packet Pg. 684 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
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 Rest In Walk 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 0 0 0 0 0 28 0 0 0 0 0
Walk [s] 0 0 0 0 0 0 7 0 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Split [s] 0 14 0 0 14 0 91 0 0 0 0 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 0 0 0 0 0
Minimum Green [s] 0 10 0 0 10 0 6 0 0 0 0 0
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 8.00
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] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-5

5.5.1.c
Packet Pg. 685 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 467.93 303.13 310.33 0.00 762.32 567.08 95th-Percentile Queue Length [veh/ln] 18.72 12.13 12.41 0.00 30.49 22.68 50th-Percentile Queue Length [ft/ln] 321.02 190.08 195.64 0.00 567.06 402.56 50th-Percentile Queue Length [veh/ln] 12.84 7.60 7.83 0.00 22.68 16.10 Critical Lane Group Yes No No No Yes No
Lane Group LOSDCCACC
d, Delay for Lane Group [s/veh] 43.46 33.42 34.82 0.00 27.32 21.12 X, volume / capacity 0.93 0.62 0.59 0.00 0.93 0.86
Lane Group Results
PF, progression factor 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
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.55 2.63 4.38 0.00 8.83 4.37 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.24 0.20
d1, Uniform Delay [s] 34.91 30.79 30.44 0.00 18.49 16.75 c, Capacity [veh/h] 2123 1113 584 497 1089 972
s, saturation flow rate [veh/h] 6792 3560 1870 1589 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.29 0.19 0.19 0.00 0.57 0.53 g / C, Green / Cycle 0.31 0.31 0.31 0.31 0.61 0.61
g_i, Effective Green Time [s] 33 33 33 33 64 64
l2, Clearance Lost Time [s] 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 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 105 105 105 105 105 105
Lane GroupCCCRLR
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-6

5.5.1.c
Packet Pg. 686 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] 0.00 43.46 0.00 0.00 33.89 17.41 27.32 0.00 21.12 0.00 0.00 0.00 Movement LOS D C B C C
d_A, Approach Delay [s/veh] 43.46 33.89 24.52 0.00
Approach LOS D C C A
d_I, Intersection Delay [s/veh] 34.19
Intersection LOS C
Intersection V/C 0.932
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 0.0 0.0
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] 42.06 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 3.358 0.000 0.000 0.000 Crosswalk LOS C F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 191 191 1658 0 d_b, Bicycle Delay [s] 42.96 42.96 1.54 52.48
I_b,int, Bicycle LOS Score for Intersection 2.371 2.132 1.560 4.132 Bicycle LOS B B A D
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 - 2 3 - - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-7

5.5.1.c
Packet Pg. 687 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): 13.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-8

5.5.1.c
Packet Pg. 688 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
Total Analysis Volume [veh/h] 0 1781 0 0 1577 0 0 0 0 115 0 366 Total 15-Minute Volume [veh/h] 0 445 0 0 394 0 0 0 0 29 0 92 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9770 0.9770 1.0000 0.9770 0.9770 1.0000 1.0000 1.0000 0.9770 1.0000 0.9770 Total Hourly Volume [veh/h] 0 1740 1197 0 1541 1510 0 0 0 112 0 358 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] 0 1740 1197 0 1541 1510 0 0 0 112 0 358 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-9

5.5.1.c
Packet Pg. 689 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
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk 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 11 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 0 0 0 0 0 0 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 Split [s] 0 27 0 0 27 0 0 0 0 78 0 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 0 0 30 0 0
Minimum Green [s] 0 10 0 0 10 0 0 0 0 6 0 0
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 8.00
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] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-10

5.5.1.c
Packet Pg. 690 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 245.59 247.91 0.00 214.52 105.94 374.95 95th-Percentile Queue Length [veh/ln] 9.82 9.92 0.00 8.58 4.24 15.00 50th-Percentile Queue Length [ft/ln] 146.38 148.11 0.00 123.42 58.86 246.26 50th-Percentile Queue Length [veh/ln] 5.86 5.92 0.00 4.94 2.35 9.85 Critical Lane Group Yes No No No No Yes
Lane Group LOSAAAACD
d, Delay for Lane Group [s/veh] 9.32 9.66 0.00 8.73 31.50 45.84 X, volume / capacity 0.50 0.47 0.00 0.46 0.25 0.91
Lane Group Results
PF, progression factor 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
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.75 1.29 0.00 0.45 0.29 7.92 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.11 0.11
d1, Uniform Delay [s] 8.57 8.37 0.00 8.28 31.21 37.92
c, Capacity [veh/h] 2385 1253 1065 3412 452 403
s, saturation flow rate [veh/h] 3560 1870 1589 5094 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.33 0.32 0.00 0.31 0.06 0.23 g / C, Green / Cycle 0.67 0.67 0.67 0.67 0.25 0.25
g_i, Effective Green Time [s] 70 70 70 70 27 27
l2, Clearance Lost Time [s] 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 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 105 105 105 105 105 105
Lane GroupCCRCLR
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-11

5.5.1.c
Packet Pg. 691 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] 0.00 9.43 4.83 0.00 8.73 0.00 0.00 0.00 0.00 31.50 0.00 45.84 Movement LOSAAACD
d_A, Approach Delay [s/veh] 9.43 8.73 0.00 42.41
Approach LOSAAAD
d_I, Intersection Delay [s/veh] 13.27
Intersection LOSB
Intersection V/C 0.610
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0 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] 0.00 0.00 0.00 42.04
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 2.256 Crosswalk LOSFFFB
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 438 4380 1410 d_b, Bicycle Delay [s] 31.98 31.98 52.46 4.56
I_b,int, Bicycle LOS Score for Intersection 2.539 2.427 4.132 1.560 Bicycle LOSBBDA
Ring 4----------------
Ring 3----------------
Ring 2-67-------------
Ring 1-2--------------
Sequence
4533 - Laguna Hills Plaza
Scenario 1: 1 AM Existing
Version 2021 (SP 0-6)
Generated with
B-12

5.5.1.c
Packet Pg. 692 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.973
Level Of Service: D
Delay (sec / veh): 44.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-13

5.5.1.c
Packet Pg. 693 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
Total Analysis Volume [veh/h] 0 1872 0 0 1186 0 1127 0 864 0 0 0 Total 15-Minute Volume [veh/h] 0 468 0 0 296 0 282 0 216 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9680 0.9680 1.0000 0.9680 0.9680 0.9680 1.0000 0.9680 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1812 215 0 1148 502 1091 0 836 0 0 0 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] 0 1812 215 0 1148 502 1091 0 836 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-14

5.5.1.c
Packet Pg. 694 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
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 Rest In Walk 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 0 0 0 0 0 28 0 0 0 0 0
Walk [s] 0 0 0 0 0 0 7 0 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Split [s] 0 36 0 0 36 0 84 0 0 0 0 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 0 0 0 0 0
Minimum Green [s] 0 10 0 0 10 0 6 0 0 0 0 0
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 8.00
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] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-15

5.5.1.c
Packet Pg. 695 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 541.92 420.02 431.36 0.00 1065.08 630.74 95th-Percentile Queue Length [veh/ln] 21.68 16.80 17.25 0.00 42.60 25.23 50th-Percentile Queue Length [ft/ln] 381.71 282.26 291.39 0.00 828.98 455.69 50th-Percentile Queue Length [veh/ln] 15.27 11.29 11.66 0.00 33.16 18.23 Critical Lane Group Yes No No No Yes No
Lane Group LOSEDDADC
d, Delay for Lane Group [s/veh] 57.42 45.64 48.25 0.00 39.37 21.73 X, volume / capacity 0.97 0.78 0.75 0.00 0.97 0.84
Lane Group Results
PF, progression factor 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
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 14.93 6.07 9.22 0.00 19.34 5.62 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.44 0.34
d1, Uniform Delay [s] 42.49 39.56 39.03 0.00 20.02 16.11 c, Capacity [veh/h] 1925 1009 530 451 1157 1033
s, saturation flow rate [veh/h] 6792 3560 1870 1589 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.28 0.22 0.21 0.00 0.63 0.54 g / C, Green / Cycle 0.28 0.28 0.28 0.28 0.65 0.65
g_i, Effective Green Time [s] 34 34 34 34 78 78
l2, Clearance Lost Time [s] 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 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCCCRLR
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-16

5.5.1.c
Packet Pg. 696 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] 0.00 57.42 0.00 0.00 46.51 24.12 39.37 0.00 21.73 0.00 0.00 0.00 Movement LOS E D C D C
d_A, Approach Delay [s/veh] 57.42 46.51 31.71 0.00
Approach LOS E D C A
d_I, Intersection Delay [s/veh] 44.72
Intersection LOS D
Intersection V/C 0.973
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 0.0 0.0
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] 49.48 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 3.377 0.000 0.000 0.000 Crosswalk LOS C F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 534 534 1334 0 d_b, Bicycle Delay [s] 32.24 32.24 6.65 59.97
I_b,int, Bicycle LOS Score for Intersection 2.332 2.212 1.560 4.132 Bicycle LOS B B A D
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 - 2 3 - - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-17

5.5.1.c
Packet Pg. 697 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.776
Level Of Service: C
Delay (sec / veh): 22.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-18

5.5.1.c
Packet Pg. 698 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
Total Analysis Volume [veh/h] 0 2041 0 0 1577 0 0 0 0 209 0 543 Total 15-Minute Volume [veh/h] 0 510 0 0 394 0 0 0 0 52 0 136 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9550 0.9550 1.0000 0.9550 0.9550 1.0000 1.0000 1.0000 0.9550 1.0000 0.9550 Total Hourly Volume [veh/h] 0 1949 966 0 1506 1123 0 0 0 200 0 519 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] 0 1949 966 0 1506 1123 0 0 0 200 0 519 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-19

5.5.1.c
Packet Pg. 699 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
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk 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 11 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 0 0 0 0 0 0 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 Split [s] 0 47 0 0 47 0 0 0 0 73 0 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 0 0 30 0 0
Minimum Green [s] 0 10 0 0 10 0 0 0 0 6 0 0
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 8.00
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] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-20

5.5.1.c
Packet Pg. 700 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 462.00 462.46 0.00 335.05 195.40 591.31 95th-Percentile Queue Length [veh/ln] 18.48 18.50 0.00 13.40 7.82 23.65 50th-Percentile Queue Length [ft/ln] 316.19 316.56 0.00 214.86 109.57 422.72 50th-Percentile Queue Length [veh/ln] 12.65 12.66 0.00 8.59 4.38 16.91 Critical Lane Group Yes No No No No Yes
Lane Group LOSBCABCD
d, Delay for Lane Group [s/veh] 19.79 20.42 0.00 16.85 27.76 48.17 X, volume / capacity 0.67 0.64 0.00 0.54 0.32 0.94
Lane Group Results
PF, progression factor 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
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.79 2.94 0.00 0.74 0.29 11.34 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.11 0.17
d1, Uniform Delay [s] 18.00 17.48 0.00 16.11 27.47 36.83 c, Capacity [veh/h] 2027 1065 905 2900 648 579
s, saturation flow rate [veh/h] 3560 1870 1589 5094 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.38 0.36 0.00 0.31 0.12 0.34 g / C, Green / Cycle 0.57 0.57 0.57 0.57 0.36 0.36
g_i, Effective Green Time [s] 68 68 68 68 44 44
l2, Clearance Lost Time [s] 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 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCCRCLR
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-21

5.5.1.c
Packet Pg. 701 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] 0.00 20.00 10.21 0.00 16.85 0.00 0.00 0.00 0.00 27.76 0.00 48.17 Movement LOSCBBCD
d_A, Approach Delay [s/veh] 20.00 16.85 0.00 42.50
Approach LOSCBAD
d_I, Intersection Delay [s/veh] 22.74
Intersection LOSC
Intersection V/C 0.776
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0 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] 0.00 0.00 0.00 49.48
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 2.328 Crosswalk LOSFFFB
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 717 7170 1150 d_b, Bicycle Delay [s] 24.68 24.68 59.97 10.82
I_b,int, Bicycle LOS Score for Intersection 2.682 2.427 4.132 1.560 Bicycle LOSBBDA
Ring 4----------------
Ring 3----------------
Ring 2-67-------------
Ring 1-2--------------
Sequence
4533 - Laguna Hills Plaza
Scenario 2: 2 PM Existing
Version 2021 (SP 0-6)
Generated with
B-22

5.5.1.c
Packet Pg. 702 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 - B.doc

APPENDIX B-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.

B-23

5.5.1.c
Packet Pg. 703 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.934
Level Of Service: D
Delay (sec / veh): 36.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-24

5.5.1.c
Packet Pg. 704 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
Total Analysis Volume [veh/h] 0 2002 0 0 1088 0 1017 0 854 0 0 0 Total 15-Minute Volume [veh/h] 0 501 0 0 272 0 254 0 214 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9800 0.9800 1.0000 0.9800 0.9800 0.9800 1.0000 0.9800 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1962 190 0 1066 594 997 0 837 0 0 0 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] 0 1962 190 0 1066 594 997 0 837 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-25

5.5.1.c
Packet Pg. 705 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
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 Rest In Walk 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 0 0 0 0 0 28 0 0 0 0 0
Walk [s] 0 0 0 0 0 0 7 0 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Split [s] 0 19 0 0 19 0 91 0 0 0 0 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 0 0 0 0 0
Minimum Green [s] 0 10 0 0 10 0 6 0 0 0 0 0
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 8.00
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] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-26

5.5.1.c
Packet Pg. 706 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 494.22 329.04 336.35 0.00 812.16 631.81 95th-Percentile Queue Length [veh/ln] 19.77 13.16 13.45 0.00 32.49 25.27 50th-Percentile Queue Length [ft/ln] 342.47 210.17 215.87 0.00 609.69 456.60 50th-Percentile Queue Length [veh/ln] 13.70 8.41 8.63 0.00 24.39 18.26 Critical Lane Group Yes No No No Yes No
Lane Group LOSDCDACC
d, Delay for Lane Group [s/veh] 44.87 34.94 36.39 0.00 29.27 23.92 X, volume / capacity 0.93 0.64 0.61 0.00 0.94 0.88
Lane Group Results
PF, progression factor 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
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.59 2.81 4.64 0.00 9.78 5.85 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.27 0.24
d1, Uniform Delay [s] 36.29 32.14 31.75 0.00 19.49 18.07 c, Capacity [veh/h] 2156 1130 593 504 1086 969
s, saturation flow rate [veh/h] 6792 3560 1870 1589 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.29 0.20 0.19 0.00 0.57 0.54 g / C, Green / Cycle 0.32 0.32 0.32 0.32 0.61 0.61
g_i, Effective Green Time [s] 35 35 35 35 67 67
l2, Clearance Lost Time [s] 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 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane GroupCCCRLR
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-27

5.5.1.c
Packet Pg. 707 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] 0.00 44.87 0.00 0.00 35.43 18.19 29.27 0.00 23.92 0.00 0.00 0.00 Movement LOS D D B C C
d_A, Approach Delay [s/veh] 44.87 35.43 26.83 0.00
Approach LOS D D C A
d_I, Intersection Delay [s/veh] 36.00
Intersection LOS D
Intersection V/C 0.934
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 0.0 0.0
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] 44.51 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 3.376 0.000 0.000 0.000 Crosswalk LOS C F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 273 273 1583 0 d_b, Bicycle Delay [s] 40.98 40.98 2.39 54.96
I_b,int, Bicycle LOS Score for Intersection 2.385 2.158 1.560 4.132 Bicycle LOS B B A D
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 - 2 3 - - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-28

5.5.1.c
Packet Pg. 708 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.612
Level Of Service: B
Delay (sec / veh): 13.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-29

5.5.1.c
Packet Pg. 709 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
Total Analysis Volume [veh/h] 0 1802 0 0 1608 0 0 0 0 132 0 366 Total 15-Minute Volume [veh/h] 0 451 0 0 402 0 0 0 0 33 0 92 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9770 0.9770 1.0000 0.9770 0.9770 1.0000 1.0000 1.0000 0.9770 1.0000 0.9770 Total Hourly Volume [veh/h] 0 1761 1209 0 1571 1510 0 0 0 129 0 358 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] 0 1761 1209 0 1571 1510 0 0 0 129 0 358 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-30

5.5.1.c
Packet Pg. 710 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
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk 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 11 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 0 0 0 0 0 0 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 Split [s] 0 35 0 0 35 0 0 0 0 75 0 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 0 0 30 0 0
Minimum Green [s] 0 10 0 0 10 0 0 0 0 6 0 0
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 8.00
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] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-31

5.5.1.c
Packet Pg. 711 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 258.85 260.83 0.00 228.02 129.75 391.59 95th-Percentile Queue Length [veh/ln] 10.35 10.43 0.00 9.12 5.19 15.66 50th-Percentile Queue Length [ft/ln] 156.32 157.82 0.00 133.33 72.08 259.50 50th-Percentile Queue Length [veh/ln] 6.25 6.31 0.00 5.33 2.88 10.38 Critical Lane Group Yes No No No No Yes
Lane Group LOSAAAACD
d, Delay for Lane Group [s/veh] 9.54 9.88 0.00 8.98 33.46 47.99 X, volume / capacity 0.50 0.48 0.00 0.47 0.29 0.91
Lane Group Results
PF, progression factor 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
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.75 1.29 0.00 0.46 0.36 8.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.11 0.11
d1, Uniform Delay [s] 8.80 8.59 0.00 8.52 33.10 39.82
c, Capacity [veh/h] 2401 1261 1072 3434 450 402
s, saturation flow rate [veh/h] 3560 1870 1589 5094 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.34 0.32 0.00 0.32 0.07 0.23 g / C, Green / Cycle 0.67 0.67 0.67 0.67 0.25 0.25
g_i, Effective Green Time [s] 74 74 74 74 28 28
l2, Clearance Lost Time [s] 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 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane GroupCCRCLR
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-32

5.5.1.c
Packet Pg. 712 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] 0.00 9.66 4.94 0.00 8.98 0.00 0.00 0.00 0.00 33.46 0.00 47.99 Movement LOS A A A C D
d_A, Approach Delay [s/veh] 9.66 8.98 0.00 44.14
Approach LOS A A A D
d_I, Intersection Delay [s/veh] 13.77
Intersection LOS B
Intersection V/C 0.612
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0 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] 0.00 0.00 0.00 44.51
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 2.262 Crosswalk LOS F F F B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 564 564 0 1292 d_b, Bicycle Delay [s] 28.33 28.33 54.96 6.89
I_b,int, Bicycle LOS Score for Intersection 2.551 2.444 4.132 1.560 Bicycle LOS B B D A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 - - - - - - - - - - - - -
Ring 1 - 2 - - - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 3: 3 AM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-33

5.5.1.c
Packet Pg. 713 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.982
Level Of Service: D
Delay (sec / veh): 46.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-34

5.5.1.c
Packet Pg. 714 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
Total Analysis Volume [veh/h] 0 1924 0 0 1232 0 1127 0 880 0 0 0 Total 15-Minute Volume [veh/h] 0 481 0 0 308 0 282 0 220 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9680 0.9680 1.0000 0.9680 0.9680 0.9680 1.0000 0.9680 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1862 233 0 1193 502 1091 0 852 0 0 0 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] 0 1862 233 0 1193 502 1091 0 852 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-35

5.5.1.c
Packet Pg. 715 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
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 Rest In Walk 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 0 0 0 0 0 28 0 0 0 0 0
Walk [s] 0 0 0 0 0 0 7 0 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Split [s] 0 38 0 0 38 0 82 0 0 0 0 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 0 0 0 0 0
Minimum Green [s] 0 10 0 0 10 0 6 0 0 0 0 0
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 8.00
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] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-36

5.5.1.c
Packet Pg. 716 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 559.77 435.56 447.14 0.00 1100.39 674.25 95th-Percentile Queue Length [veh/ln] 22.39 17.42 17.89 0.00 44.02 26.97 50th-Percentile Queue Length [ft/ln] 396.49 294.77 304.14 0.00 859.92 492.31 50th-Percentile Queue Length [veh/ln] 15.86 11.79 12.17 0.00 34.40 19.69 Critical Lane Group Yes No No No Yes No
Lane Group LOSEDDADC
d, Delay for Lane Group [s/veh] 58.39 45.85 48.51 0.00 42.25 24.09 X, volume / capacity 0.98 0.80 0.76 0.00 0.98 0.86
Lane Group Results
PF, progression factor 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
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 16.10 6.45 9.66 0.00 21.58 7.09 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.46 0.37
d1, Uniform Delay [s] 42.29 39.40 38.84 0.00 20.67 17.01 c, Capacity [veh/h] 1963 1029 541 459 1147 1024
s, saturation flow rate [veh/h] 6792 3560 1870 1589 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.28 0.23 0.22 0.00 0.63 0.55 g / C, Green / Cycle 0.29 0.29 0.29 0.29 0.64 0.64
g_i, Effective Green Time [s] 35 35 35 35 77 77
l2, Clearance Lost Time [s] 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 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCCCRLR
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-37

5.5.1.c
Packet Pg. 717 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] 0.00 58.39 0.00 0.00 46.74 24.25 42.25 0.00 24.09 0.00 0.00 0.00 Movement LOS E D C D C
d_A, Approach Delay [s/veh] 58.39 46.74 34.29 0.00
Approach LOS E D C A
d_I, Intersection Delay [s/veh] 46.24
Intersection LOS D
Intersection V/C 0.982
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 0.0 0.0
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] 49.49 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 3.395 0.000 0.000 0.000 Crosswalk LOS C F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 567 567 1300 0 d_b, Bicycle Delay [s] 30.80 30.80 7.34 59.99
I_b,int, Bicycle LOS Score for Intersection 2.353 2.237 1.560 4.132 Bicycle LOS B B A D
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 - 2 3 - - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-38

5.5.1.c
Packet Pg. 718 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.782
Level Of Service: C
Delay (sec / veh): 22.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-39

5.5.1.c
Packet Pg. 719 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
Total Analysis Volume [veh/h] 0 2074 0 0 1606 0 0 0 0 226 0 543 Total 15-Minute Volume [veh/h] 0 519 0 0 402 0 0 0 0 57 0 136 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9550 0.9550 1.0000 0.9550 0.9550 1.0000 1.0000 1.0000 0.9550 1.0000 0.9550 Total Hourly Volume [veh/h] 0 1981 984 0 1534 1123 0 0 0 216 0 519 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] 0 1981 984 0 1534 1123 0 0 0 216 0 519 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-40

5.5.1.c
Packet Pg. 720 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
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 Rest In Walk 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 11 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 0 0 0 0 0 0 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 Split [s] 0 47 0 0 47 0 0 0 0 73 0 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 0 0 30 0 0
Minimum Green [s] 0 10 0 0 10 0 0 0 0 6 0 0
Lead / Lag - - - - - - - - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 0 0 7 0 0
Control Type Permiss Permiss Permiss Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Phasing & Timing
Lost time [s] 8.00
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] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-41

5.5.1.c
Packet Pg. 721 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 472.96 473.28 0.00 342.74 209.49 590.73 95th-Percentile Queue Length [veh/ln] 18.92 18.93 0.00 13.71 8.38 23.63 50th-Percentile Queue Length [ft/ln] 325.11 325.37 0.00 220.87 119.76 422.24 50th-Percentile Queue Length [veh/ln] 13.00 13.01 0.00 8.83 4.79 16.89 Critical Lane Group Yes No No No No Yes
Lane Group LOSCCABCD
d, Delay for Lane Group [s/veh] 20.09 20.75 0.00 17.03 28.07 48.06 X, volume / capacity 0.68 0.65 0.00 0.55 0.35 0.94
Lane Group Results
PF, progression factor 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
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.88 3.08 0.00 0.77 0.32 11.26 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.11 0.17
d1, Uniform Delay [s] 18.21 17.67 0.00 16.26 27.75 36.80 c, Capacity [veh/h] 2026 1064 904 2898 649 579
s, saturation flow rate [veh/h] 3560 1870 1589 5094 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.39 0.37 0.00 0.32 0.13 0.34 g / C, Green / Cycle 0.57 0.57 0.57 0.57 0.36 0.36
g_i, Effective Green Time [s] 68 68 68 68 44 44
l2, Clearance Lost Time [s] 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 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCCRCLR
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-42

5.5.1.c
Packet Pg. 722 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] 0.00 20.31 10.37 0.00 17.03 0.00 0.00 0.00 0.00 28.07 0.00 48.06 Movement LOS C B B C D
d_A, Approach Delay [s/veh] 20.31 17.03 0.00 42.18
Approach LOS C B A D
d_I, Intersection Delay [s/veh] 22.91
Intersection LOS C
Intersection V/C 0.782
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0 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] 0.00 0.00 0.00 49.48
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 2.332 Crosswalk LOS F F F B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 717 717 0 1150 d_b, Bicycle Delay [s] 24.68 24.68 59.97 10.82
I_b,int, Bicycle LOS Score for Intersection 2.700 2.443 4.132 1.560 Bicycle LOS B B D A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 - - - - - - - - - - - - -
Ring 1 - 2 - - - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 4: 4 PM Existing Plus Project Option 1A
Version 2021 (SP 0-6)
Generated with
B-43

5.5.1.c
Packet Pg. 723 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 - B.doc

APPENDIX B-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.

B-44

5.5.1.c
Packet Pg. 724 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.934
Level Of Service: D
Delay (sec / veh): 36.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: Alicia Parkway at I-5 SB Ramps
Intersection Level Of Service Report
Crosswalk Yes No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 1 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 I-5 SB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
B-45

5.5.1.c
Packet Pg. 725 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
Total Analysis Volume [veh/h] 0 2005 0 0 1096 0 1017 0 857 0 0 0 Total 15-Minute Volume [veh/h] 0 501 0 0 274 0 254 0 214 0 0 0 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9800 0.9800 1.0000 0.9800 0.9800 0.9800 1.0000 0.9800 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1965 191 0 1074 594 997 0 840 0 0 0 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] 0 1965 191 0 1074 594 997 0 840 0 0 0 Name Alicia Pkwy Alicia Pkwy I-5 SB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
B-46

5.5.1.c
Packet Pg. 726 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
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 Rest In Walk 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 0 0 0 0 0 28 0 0 0 0 0
Walk [s] 0 0 0 0 0 0 7 0 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Split [s] 0 21 0 0 21 0 89 0 0 0 0 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 0 0 0 0 0
Minimum Green [s] 0 10 0 0 10 0 6 0 0 0 0 0
Lead / Lag - - - - - - Lead - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 0 0 0 0 0
Control Type Permiss Permiss Unsigna Permiss Permiss Permiss Split Permiss Split Permiss Permiss Permiss Phasing & Timing
Lost time [s] 8.00
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] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
B-47

5.5.1.c
Packet Pg. 727 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) 95th-Percentile Queue Length [ft/ln] 494.63 331.58 338.93 0.00 817.38 640.52 95th-Percentile Queue Length [veh/ln] 19.79 13.26 13.56 0.00 32.70 25.62 50th-Percentile Queue Length [ft/ln] 342.81 212.14 217.89 0.00 614.16 463.91 50th-Percentile Queue Length [veh/ln] 13.71 8.49 8.72 0.00 24.57 18.56 Critical Lane Group Yes No No No Yes No
Lane Group LOSDCDACC
d, Delay for Lane Group [s/veh] 44.74 34.98 36.44 0.00 29.87 24.62 X, volume / capacity 0.93 0.64 0.61 0.00 0.94 0.89
Lane Group Results
PF, progression factor 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
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 8.49 2.84 4.69 0.00 10.29 6.39 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.28 0.25
d1, Uniform Delay [s] 36.25 32.15 31.75 0.00 19.58 18.23 c, Capacity [veh/h] 2161 1133 595 506 1085 968
s, saturation flow rate [veh/h] 6792 3560 1870 1589 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.30 0.21 0.20 0.00 0.57 0.54 g / C, Green / Cycle 0.32 0.32 0.32 0.32 0.61 0.61
g_i, Effective Green Time [s] 35 35 35 35 67 67
l2, Clearance Lost Time [s] 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 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 110 110 110 110 110 110
Lane GroupCCCRLR
Lane Group Calculations
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
B-48

5.5.1.c
Packet Pg. 728 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] 0.00 44.74 0.00 0.00 35.47 18.22 29.87 0.00 24.62 0.00 0.00 0.00 Movement LOS D D B C C
d_A, Approach Delay [s/veh] 44.74 35.47 27.47 0.00
Approach LOS D D C A
d_I, Intersection Delay [s/veh] 36.19
Intersection LOS D
Intersection V/C 0.934
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 0.0 0.0 0.0
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] 44.53 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 3.378 0.000 0.000 0.000 Crosswalk LOS C F F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 309 309 1546 0 d_b, Bicycle Delay [s] 39.29 39.29 2.83 54.98
I_b,int, Bicycle LOS Score for Intersection 2.387 2.162 1.560 4.132 Bicycle LOS B B A D
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - - - - - - - - - - - - - -
Ring 1 - 2 3 - - - - - - - - - - - - -
Sequence
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
B-49

5.5.1.c
Packet Pg. 729 Attachment: Attachment C – Traffic Impact Analysis (3057 : SDP/TPM/PUP No. USE-0105-2022 (Laguna Hills Plaza)) Volume to Capacity (v/c): 0.613
Level Of Service: B
Delay (sec / veh): 13.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Alicia Parkway at I-5 NB Ramps
Intersection Level Of Service Report
Crosswalk No No No Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 40.00 40.00 30.00 30.00
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 0 0 1 0 0 1 0 0 0 0 0 1
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 I-5 NB Ramp
Intersection Setup
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
B-50

5.5.1.c
Packet Pg. 730 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
Total Analysis Volume [veh/h] 0 1805 0 0 1613 0 0 0 0 135 0 366 Total 15-Minute Volume [veh/h] 0 451 0 0 403 0 0 0 0 34 0 92 Other Adjustment Factor 1.0000 1.0000 0.0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 0.9770 0.9770 1.0000 0.9770 0.9770 1.0000 1.0000 1.0000 0.9770 1.0000 0.9770 Total Hourly Volume [veh/h] 0 1763 1210 0 1576 1510 0 0 0 132 0 358 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] 0 1763 1210 0 1576 1510 0 0 0 132 0 358 Name Alicia Pkwy Alicia Pkwy I-5 NB Ramp
Volumes
4533 - Laguna Hills Plaza
Scenario 5: 5 AM Existing Plus Project Option 1B
Version 2021 (SP 0-6)
Generated with
B-51

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