Cities Index.
11 & 12 - Attachment A - Exhibit C-J - Housing Element Update (2008-2014) - Addendums 1-8

Newport Beach City Council
April 9, 2024

Document
11 & 12 - Attachment A - Exhibit C-J - Housing Element Update (2008-2014) - Addendums 1-8
Meeting
April 9, 2024
Body
Newport Beach City Council
Pages
230
Text extracted from the city's file for reading and search. Open the original on ecms.newportbeachca.gov. That file is the official record.

Base Vol: 54 994 128 77 1437 316 361 90 32 220 99 142
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1044 134 81 1509 332 361 90 32 220 99 142 Added Vol: 0 -6 0 0 5 0 0 0 0 0 0 0
PasserByVol: 0 381 65 0 299 5 17 0 0 30 0 0
Initial Fut: 57 1419 199 81 1813 337 378 90 32 250 99 142 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 57 1419 199 81 1813 337 378 90 32 250 99 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 1419 199 81 1813 337 378 90 32 250 99 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 57 1419 199 81 1813 337 378 90 32 250 99 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.62 0.38 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2585 615 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.30 0.12 0.03 0.38 0.21 0.15 0.15 0.02 0.08 0.06 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-169

Default Scenario Wed Mar 22, 2023 22:24:44 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.676
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 521 557 0 0 575 813 0 0 0 278 1697 107
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 521 557 0 0 575 813 0 0 0 278 1697 107
Added Vol: 0 0 0 0 0 0 0 0 0 -5 -3 0
PasserByVol: 0 239 0 0 134 223 0 0 0 3 104 0
Initial Fut: 521 796 0 0 709 1036 0 0 0 276 1798 107
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 521 796 0 0 709 1036 0 0 0 276 1798 107
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 521 796 0 0 709 1036 0 0 0 276 1798 107
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 521 796 0 0 709 1036 0 0 0 276 1798 107
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.78 0.22 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6041 359 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.16 0.17 0.00 0.00 0.11 0.22 0.00 0.00 0.00 0.17 0.30 0.30 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Licensed to KUNZMAN ASSOC, ORANGE CA Apx-170

Default Scenario Wed Mar 22, 2023 22:24:44 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.494
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 692 262 123 694 0 435 822 485 0 0 0
Growth Adj: 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 727 275 123 694 0 435 822 485 0 0 0
Added Vol: 0 0 1 0 -5 0 0 9 0 0 0 0
PasserByVol: 0 80 16 0 136 0 189 46 0 0 0 0
Initial Fut: 0 807 292 123 825 0 624 877 485 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 807 292 123 825 0 624 877 485 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 807 292 123 825 0 624 877 485 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 807 292 123 825 0 624 877 485 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.66 2.34 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2661 3739 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.13 0.18 0.08 0.17 0.00 0.23 0.23 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-171

Default Scenario Wed Mar 22, 2023 22:24:44 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.533
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 153 266 0 0 259 506 0 0 0 370 1537 110
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 266 0 0 259 506 0 0 0 370 1537 110
Added Vol: 0 0 0 0 0 0 0 0 0 -5 -8 0
PasserByVol: 0 33 0 0 14 40 0 0 0 2 71 7
Initial Fut: 153 299 0 0 273 546 0 0 0 367 1600 117
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 153 299 0 0 273 546 0 0 0 367 1600 117
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 153 299 0 0 273 546 0 0 0 367 1600 117
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 153 299 0 0 273 546 0 0 0 367 1600 117
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.33 2.67 0.00 0.00 0.00 1.00 3.80 0.20 Final Sat.: 3200 3200 0 0 2133 4267 0 0 0 1600 6073 327 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.09 0.00 0.00 0.13 0.13 0.00 0.00 0.00 0.23 0.26 0.36 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-172

Default Scenario Wed Mar 22, 2023 22:24:44 Page 9-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.365
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 252 264 198 413 0 202 903 ill 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 252 264 198 413 0 202 903 111 0 0 0
Added Vol: 0 0 0 -5 0 0 0 11 0 0 0 0
PasserByVol: 0 9 4 4 11 0 24 39 0 0 0 0
Initial Fut: 0 261 268 197 424 0 226 953 ill 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 261 268 197 424 0 226 953 ill 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 261 268 197 424 0 226 953 ill 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 261 268 197 424 0 226 953 111 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.69 0.31 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5899 501 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.08 0.08 0.06 0.13 0.00 0.14 0.16 0.22 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-173

Default Scenario Wed Mar 22, 2023 22:24:44 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.669
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 150 761 19 69 598 354 262 221 46 35 625 137
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 158 799 20 72 628 372 262 221 46 35 625 137 Added Vol: 0 0 0 0 7 0 0 0 0 0 0 0
PasserByVol: 0 171 40 6 297 101 35 220 0 51 252 3
Initial Fut: 158 970 60 78 932 473 297 441 46 86 877 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 158 970 60 78 932 473 297 441 46 86 877 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 158 970 60 78 932 473 297 441 46 86 877 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 158 970 60 78 932 473 297 441 46 86 877 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.72 0.28 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4347 453 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.10 0.15 0.04 0.05 0.15 0.30 0.09 0.10 0.10 0.03 0.18 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-174

Default Scenario Wed Mar 22, 2023 22:24:44 Page 11-1
1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.479
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 69 535 27 31 539 108 252 186 25 62 263 149
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 72 562 28 33 566 113 252 186 25 62 263 149 Added Vol: 0 0 0 0 7 0 0 -1 0 0 0 0
PasserByVol: 0 163 0 59 299 5 13 31 0 0 69 46
Initial Fut: 72 725 28 92 872 118 265 216 25 62 332 195 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 725 28 92 872 118 265 216 25 62 332 195
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 72 725 28 92 872 118 265 216 25 62 332 195 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 72 725 28 92 872 118 265 216 25 62 332 195 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.52 0.48 1.57 1.28 0.15 1.00 1.26 0.74 Final Sat.: 1600 4800 1600 1600 5635 765 2522 2043 236 1600 2016 1184 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.15 0.02 0.06 0.15 0.15 0.11 0.11 0.11 0.04 0.16 0.16 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-175

Default Scenario Wed Mar 22, 2023 22:24:44 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.425
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 8 420 201 31 528 31 64 87 127 409 36 81
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 441 211 33 554 33 64 87 127 409 36 81
Added Vol: 0 0 0 0 7 0 0 0 0 2 0 0
PasserByVol: 24 170 68 0 290 2 -2 -2 -16 96 2 0
Initial Fut: 32 611 279 33 851 35 62 85 ill 507 38 81
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 32 611 279 33 851 35 62 85 ill 507 38 81
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 32 611 279 33 851 35 62 85 ill 507 38 81
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 32 611 279 33 851 35 62 85 111 507 38 81
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.32 0.68 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 511 1089 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.13 0.17 0.02 0.18 0.02 0.04 0.05 0.07 0.16 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-176

Default Scenario Wed Mar 22, 2023 22:24:44 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.625
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 207 367 308 152 762 333 179 752 55 357 828 88 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 217 385 323 160 800 350 188 790 58 375 869 92 Added Vol: 9 0 0 0 0 10 0 1 -6 0 12 0
PasserByVol: 8 163 181 9 222 144 81 307 -2 207 343 20
Initial Fut: 234 548 504 169 1022 504 269 1098 50 582 1224 112 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 234 548 504 169 1022 0 269 1098 50 582 1224 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 234 548 504 169 1022 0 269 1098 50 582 1224 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 234 548 504 169 1022 0 269 1098 50 582 1224 112 OvlAdjVol: 310
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.83 0.17 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6122 278 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.07 0.11 0.32 0.05 0.21 0.00 0.08 0.18 0.18 0.12 0.26 0.07 OvlAdjV/S: 0.19
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-177

Default Scenario Wed Mar 22, 2023 22:24:44 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.477
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 142 1959 67 56 1423 162 165 102 129 135 104 67 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 2057 70 59 1494 170 165 102 129 135 104 67 Added Vol: 0 4 0 0 -6 0 0 0 0 0 0 0
PasserByVol: 4 267 24 0 353 11 5 56 2 11 37 0
Initial Fut: 153 2328 94 59 1841 181 170 158 131 146 141 67 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 153 2328 0 59 1841 181 170 158 0 146 141 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 153 2328 0 59 1841 181 170 158 0 146 141 67 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 153 2328 0 59 1841 181 170 158 0 146 141 67 OvlAdjVol: 96 38
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.36 0.00 0.02 0.29 0.11 0.05 0.05 0.00 0.05 0.04 0.04 OvlAdjV/S: 0.06 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-178

Default Scenario Wed Mar 22, 2023 22:24:44 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.622
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 54 1428 172 120 811 105 158 255 82 118 274 251 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1499 181 126 852 110 158 255 82 118 274 251 Added Vol: 0 1 0 0 12 0 0 0 0 0 0 0
PasserByVol: 154 256 3 36 276 13 10 0 117 5 0 94
Initial Fut: 211 1756 184 162 1140 123 168 255 199 123 274 345 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 211 1756 184 162 1140 123 168 255 0 123 274 345 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 211 1756 184 162 1140 123 168 255 0 123 274 345 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 211 1756 184 162 1140 123 168 255 0 123 274 345 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.62 0.38 2.00 2.71 0.29 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5794 606 3200 4332 468 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.07 0.30 0.30 0.05 0.26 0.26 0.05 0.08 0.00 0.04 0.09 0.22 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-179

Default Scenario Wed Mar 22, 2023 22:24:44 Page 16-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.431
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 579 1027 880 0 722 541 0 0 0 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 608 1078 924 0 758 568 0 0 0 0 0 0
Added Vol: 15 -5 0 0 0 31 0 0 0 0 0 0
PasserByVol: 17 385 30 0 395 98 0 0 0 0 0 0
Initial Fut: 640 1458 954 0 1153 697 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 640 1458 0 0 1153 697 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 640 1458 0 0 1153 697 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 640 1458 0 0 1153 697 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.12 1.88 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4986 3014 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.20 0.30 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-180

Default Scenario Wed Mar 22, 2023 22:24:44 Page 17-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.593
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2046 72 0 743 0 513 686 1086 0 0 0
Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2148 76 0 780 0 513 686 1086 0 0 0
Added Vol: 0 4 0 0 0 0 6 3 -4 0 0 0
PasserByVol: 0 314 0 0 394 0 105 7 24 0 0 0
Initial Fut: 0 2466 76 0 1174 0 624 696 1106 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2466 76 0 1174 0 624 696 1106 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2466 76 0 1174 0 624 696 1106 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2466 76 0 1174 0 624 696 1106 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.85 0.15 0.00 4.00 0.00 1.42 1.58 2.00 0.00 0.00 0.00 Final Sat.: 0 7762 238 0 6400 0 2269 2531 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.32 0.32 0.00 0.18 0.00 0.27 0.28 0.35 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-181

Default Scenario Wed Mar 22, 2023 22:24:44 Page 18-1
1400 Bristol Street North Residences
CEQA 2027 With Project
PM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.679
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 43 1586 322 155 1221 350 271 100 12 228 106 122 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 1665 338 163 1282 368 271 100 12 228 106 122 Added Vol: 0 4 0 0 -4 0 0 0 0 0 0 0
PasserByVol: 0 333 46 0 407 19 7 0 0 70 0 0
Initial Fut: 45 2002 384 163 1685 387 278 100 12 298 106 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 45 2002 384 163 1685 387 278 100 12 298 106 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 45 2002 384 163 1685 387 278 100 12 298 106 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 45 2002 384 163 1685 387 278 100 12 298 106 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.47 0.53 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2353 847 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.42 0.24 0.05 0.35 0.24 0.12 0.12 0.01 0.09 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-182

POST 2030 GENERAL PLAN BUILDOUT WITHOUT PROJECT
Apx-183

Default Scenario Wed Mar 22, 2023 22:56:05 Page 4-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.024
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 540 3220 0 0 510 410 0 0 0 310 2010 250
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 540 3220 0 0 510 410 0 0 0 310 2010 250
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 540 3220 0 0 510 410 0 0 0 310 2010 250
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 540 3220 0 0 510 410 0 0 0 310 2010 250
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 540 3220 0 0 510 410 0 0 0 310 2010 250
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.56 0.44 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5692 708 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.17 0.67 0.00 0.00 0.08 0.09 0.00 0.00 0.00 0.19 0.35 0.35 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-184

Default Scenario Wed Mar 22, 2023 22:56:05 Page 5-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.893
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2380 510 110 730 0 1370 1590 670 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2380 510 110 730 0 1370 1590 670 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2380 510 110 730 0 1370 1590 670 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2380 510 110 730 0 1370 1590 670 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2380 510 110 730 0 1370 1590 670 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.12 0.88 1.00 3.00 0.00 1.85 2.15 2.00 0.00 0.00 0.00 Final Sat.: 0 6588 1412 1600 4800 0 2962 3438 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.36 0.36 0.07 0.15 0.00 0.46 0.46 0.21 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-185

Default Scenario Wed Mar 22, 2023 22:56:05 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.916
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 110 1230 0 0 270 400 0 0 0 480 1730 820
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 1230 0 0 270 400 0 0 0 480 1730 820
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 1230 0 0 270 400 0 0 0 480 1730 820
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 110 1230 0 0 270 400 0 0 0 480 1730 820
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 1230 0 0 270 400 0 0 0 480 1730 820
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.61 2.39 0.00 0.00 0.00 1.00 3.04 0.96 Final Sat.: 3200 3200 0 0 2579 3821 0 0 0 1600 4856 1544 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.38 0.00 0.00 0.10 0.10 0.00 0.00 0.00 0.30 0.36 0.53 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-186

Default Scenario Wed Mar 22, 2023 22:56:05 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.547
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 500 390 280 450 0 850 1200 210 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 500 390 280 450 0 850 1200 210 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 500 390 280 450 0 850 1200 210 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 500 390 280 450 0 850 1200 210 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 500 390 280 450 0 850 1200 210 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.25 1.75 2.00 2.00 0.00 1.66 2.89 0.45 0.00 0.00 0.00 Final Sat.: 0 3596 2804 3200 3200 0 2654 4631 715 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.14 0.14 0.09 0.14 0.00 0.32 0.26 0.29 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-187

Default Scenario Wed Mar 22, 2023 22:56:05 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.809
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 150 1660 120 240 990 550 770 990 200 40 630 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 150 1660 120 240 990 550 770 990 200 40 630 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 150 1660 120 240 990 550 770 990 200 40 630 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 150 1660 120 240 990 550 770 990 200 40 630 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 150 1660 120 240 990 550 770 990 200 40 630 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.50 0.50 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3993 807 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.26 0.08 0.15 0.15 0.34 0.24 0.25 0.25 0.01 0.13 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-188

Default Scenario Wed Mar 22, 2023 22:56:05 Page 9-1
1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.796
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 50 1340 140 180 810 230 710 670 60 50 310 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1340 140 180 810 230 710 670 60 50 310 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 1340 140 180 810 230 710 670 60 50 310 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 1340 140 180 810 230 710 670 60 50 310 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 1340 140 180 810 230 710 670 60 50 310 20 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.12 0.88 1.49 1.39 0.12 1.00 1.88 0.12 Final Sat.: 1600 4800 1600 1600 4985 1415 2372 2229 199 1600 3006 194 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.28 0.09 0.11 0.16 0.16 0.30 0.30 0.30 0.03 0.10 0.10 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-189

Default Scenario Wed Mar 22, 2023 22:56:05 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.562
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 130 1460 580 60 670 190 40 170 60 170 180 40
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 130 1460 580 60 670 190 40 170 60 170 180 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 130 1460 580 60 670 190 40 170 60 170 180 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 130 1460 580 60 670 190 40 170 60 170 180 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 130 1460 580 60 670 190 40 170 60 170 180 40 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.48 0.52 2.00 0.82 0.18 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2365 835 3200 1309 291 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.08 0.30 0.36 0.04 0.14 0.12 0.03 0.07 0.07 0.05 0.14 0.14 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-190

Default Scenario Wed Mar 22, 2023 22:56:05 Page 11-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.877
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 210 1890 600 130 570 130 670 1760 160 420 1120 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 1890 600 130 570 130 670 1760 160 420 1120 170 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 210 1890 600 130 570 0 670 1760 160 420 1120 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 210 1890 600 130 570 0 670 1760 160 420 1120 170 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 210 1890 600 130 570 0 670 1760 160 420 1120 170 Ov1AdjVol: 460
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.67 0.33 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5867 533 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.07 0.39 0.38 0.04 0.12 0.00 0.21 0.30 0.30 0.09 0.23 0.11 OvlAdjV/S: 0.29
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-191

Default Scenario Wed Mar 22, 2023 22:56:05 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 390 3680 210 60 2710 390 330 270 210 160 250 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 3680 210 60 2710 390 330 270 210 160 250 10 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 390 3680 0 60 2710 390 330 270 0 160 250 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 390 3680 0 60 2710 390 330 270 0 160 250 10 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 390 3680 0 60 2710 390 330 270 0 160 250 10 Ov1AdjVol: 225 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.12 0.57 0.00 0.02 0.42 0.24 0.10 0.08 0.00 0.05 0.08 0.01 Ov1AdjV/S: 0.14 0.00
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-192

Default Scenario Wed Mar 22, 2023 22:56:05 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.930
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 100 2030 320 700 1710 360 260 280 30 800 840 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 2030 320 700 1710 360 260 280 30 800 840 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 100 2030 320 700 1710 360 260 280 0 800 840 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 100 2030 320 700 1710 360 260 280 0 800 840 170 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 100 2030 320 700 1710 360 260 280 0 800 840 170 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.46 0.54 2.00 2.48 0.52 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5529 871 3200 3965 835 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.37 0.37 0.22 0.43 0.43 0.08 0.09 0.00 0.25 0.26 0.11 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-193

Default Scenario Wed Mar 22, 2023 22:56:05 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 1140 3270 0 0 730 740 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1140 3270 0 0 730 740 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1140 3270 0 0 730 740 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1140 3270 0 0 730 740 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1140 3270 0 0 730 740 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.36 0.68 0.00 0.00 0.15 0.23 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-194

Default Scenario Wed Mar 22, 2023 22:56:05 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.942
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2100 60 0 700 0 2150 570 1020 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2100 60 0 700 0 2150 570 1020 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2100 60 0 700 0 2150 570 1020 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2100 60 0 700 0 2150 570 1020 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2100 60 0 700 0 2150 570 1020 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.86 0.14 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7778 222 0 6400 0 3200 1600 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.27 0.27 0.00 0.11 0.00 0.67 0.36 0.32 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-195

Default Scenario Wed Mar 22, 2023 22:56:05 Page 16-1
1400 Bristol Street North Residences
General Plan Without Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 60 1620 240 130 1090 270 510 120 10 340 110 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 1620 240 130 1090 270 510 120 10 340 110 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 60 1620 240 130 1090 270 510 120 10 340 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 60 1620 240 130 1090 270 510 120 10 340 110 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 60 1620 240 130 1090 270 510 120 10 340 110 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.62 0.38 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2590 610 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.34 0.15 0.04 0.23 0.17 0.20 0.20 0.01 0.11 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-196

Default Scenario Wed Mar 22, 2023 23:13:17 Page 4-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.948
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 600 1700 0 0 1850 1270 0 0 0 540 2880 140
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 600 1700 0 0 1850 1270 0 0 0 540 2880 140
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 600 1700 0 0 1850 1270 0 0 0 540 2880 140
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 600 1700 0 0 1850 1270 0 0 0 540 2880 140
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 600 1700 0 0 1850 1270 0 0 0 540 2880 140
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.81 0.19 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6103 297 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.19 0.35 0.00 0.00 0.29 0.26 0.00 0.00 0.00 0.34 0.47 0.47 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-197

Default Scenario Wed Mar 22, 2023 23:13:17 Page 5-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.774
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 1770 410 310 2060 0 550 1420 630 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1770 410 310 2060 0 550 1420 630 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1770 410 310 2060 0 550 1420 630 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1770 410 310 2060 0 550 1420 630 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1770 410 310 2060 0 550 1420 630 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.06 0.94 1.00 3.00 0.00 1.12 2.88 2.00 0.00 0.00 0.00 Final Sat.: 0 6495 1505 1600 4800 0 1787 4613 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.27 0.27 0.19 0.43 0.00 0.31 0.31 0.20 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-198

Default Scenario Wed Mar 22, 2023 23:13:17 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.811
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 180 600 0 0 830 1480 0 0 0 530 1730 160
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 600 0 0 830 1480 0 0 0 530 1730 160
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 600 0 0 830 1480 0 0 0 530 1730 160
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 600 0 0 830 1480 0 0 0 530 1730 160
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 600 0 0 830 1480 0 0 0 530 1730 160
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.44 2.56 0.00 0.00 0.00 1.00 3.75 0.25 Final Sat.: 3200 3200 0 0 2300 4100 0 0 0 1600 5994 406 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.06 0.19 0.00 0.00 0.36 0.36 0.00 0.00 0.00 0.33 0.29 0.39 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-199

Default Scenario Wed Mar 22, 2023 23:13:17 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.625
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 330 300 440 920 0 380 1490 130 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 330 300 440 920 0 380 1490 130 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 330 300 440 920 0 380 1490 130 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 330 300 440 920 0 380 1490 130 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 330 300 440 920 0 380 1490 130 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.10 1.90 2.00 2.00 0.00 1.00 3.76 0.24 0.00 0.00 0.00 Final Sat.: 0 3352 3048 3200 3200 0 1600 6015 385 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.10 0.10 0.14 0.29 0.00 0.24 0.25 0.34 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-200

Default Scenario Wed Mar 22, 2023 23:13:17 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.241
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 320 1520 80 150 1510 910 530 700 160 160 1470 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 320 1520 80 150 1510 910 530 700 160 160 1470 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 320 1520 80 150 1510 910 530 700 160 160 1470 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 320 1520 80 150 1510 910 530 700 160 160 1470 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 320 1520 80 150 1510 910 530 700 160 160 1470 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.44 0.56 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3907 893 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.20 0.24 0.05 0.09 0.24 0.57 0.17 0.18 0.18 0.05 0.31 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-201

Default Scenario Wed Mar 22, 2023 23:13:17 Page 9-1
1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.016
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 180 1030 60 130 1280 390 460 480 70 150 1020 360 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 1030 60 130 1280 390 460 480 70 150 1020 360 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 1030 60 130 1280 390 460 480 70 150 1020 360 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 1030 60 130 1280 390 460 480 70 150 1020 360 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 1030 60 130 1280 390 460 480 70 150 1020 360 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.07 0.93 1.37 1.42 0.21 1.00 1.48 0.52 Final Sat.: 1600 4800 1600 1600 4905 1495 2193 2276 331 1600 2365 835 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.11 0.21 0.04 0.08 0.26 0.26 0.21 0.21 0.21 0.09 0.43 0.43 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-202

Default Scenario Wed Mar 22, 2023 23:13:17 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.682
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 50 960 180 110 1280 110 140 270 100 860 210 110 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 960 180 110 1280 110 140 270 100 860 210 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 960 180 110 1280 110 140 270 100 860 210 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 960 180 110 1280 110 140 270 100 860 210 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 960 180 110 1280 110 140 270 100 860 210 110 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.46 0.54 2.00 0.66 0.34 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2335 865 3200 1050 550 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.20 0.11 0.07 0.27 0.07 0.09 0.12 0.12 0.27 0.20 0.20 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-203

Default Scenario Wed Mar 22, 2023 23:13:17 Page 11-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.858
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 290 870 620 260 1600 560 240 1480 70 920 1570 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 290 870 620 260 1600 560 240 1480 70 920 1570 180 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 290 870 620 260 1600 0 240 1480 70 920 1570 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 290 870 620 260 1600 0 240 1480 70 920 1570 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 290 870 620 260 1600 0 240 1480 70 920 1570 180 Ov1AdjVol: 313
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.82 0.18 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6111 289 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.18 0.39 0.08 0.33 0.00 0.08 0.24 0.24 0.19 0.33 0.11 Ov1AdjV/S: 0.20
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-204

Default Scenario Wed Mar 22, 2023 23:13:17 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.792
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 260 2710 140 40 3090 480 330 210 100 220 400 50 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 260 2710 140 40 3090 480 330 210 100 220 400 50 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 260 2710 0 40 3090 480 330 210 0 220 400 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 260 2710 0 40 3090 480 330 210 0 220 400 50 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 260 2710 0 40 3090 480 330 210 0 220 400 50 Ov1AdjVol: 315 30
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.08 0.42 0.00 0.01 0.48 0.30 0.10 0.07 0.00 0.07 0.13 0.03 Ov1AdjV/S: 0.20 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-205

Default Scenario Wed Mar 22, 2023 23:13:17 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.180
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 160 1950 720 470 2660 260 610 850 30 360 650 530 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 160 1950 720 470 2660 260 610 850 30 360 650 530 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 160 1950 720 470 2660 260 610 850 0 360 650 530 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 160 1950 720 470 2660 260 610 850 0 360 650 530 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 160 1950 720 470 2660 260 610 850 0 360 650 530 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.73 0.27 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4373 427 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.41 0.45 0.15 0.61 0.61 0.19 0.27 0.00 0.11 0.20 0.33 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-206

Default Scenario Wed Mar 22, 2023 23:13:17 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.606
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 900 2620 0 0 1460 1040 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 900 2620 0 0 1460 1040 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 900 2620 0 0 1460 1040 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 900 2620 0 0 1460 1040 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 900 2620 0 0 1460 1040 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.28 0.55 0.00 0.00 0.30 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-207

Default Scenario Wed Mar 22, 2023 23:13:17 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.867
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2360 110 0 1490 0 1180 1500 1010 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2360 110 0 1490 0 1180 1500 1010 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2360 110 0 1490 0 1180 1500 1010 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2360 110 0 1490 0 1180 1500 1010 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2360 110 0 1490 0 1180 1500 1010 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.78 0.22 0.00 4.00 0.00 1.32 1.68 2.00 0.00 0.00 0.00 Final Sat.: 0 7644 356 0 6400 0 2113 2687 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.31 0.31 0.00 0.23 0.00 0.56 0.56 0.32 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-208

Default Scenario Wed Mar 22, 2023 23:13:17 Page 16-1
1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 50 1940 360 190 1920 390 200 110 10 340 110 210 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1940 360 190 1920 390 200 110 10 340 110 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 50 1940 360 190 1920 390 200 110 10 340 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 1940 360 190 1920 390 200 110 10 340 110 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 50 1940 360 190 1920 390 200 110 10 340 110 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.29 0.71 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2065 1135 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.40 0.23 0.06 0.40 0.24 0.10 0.10 0.01 0.11 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-209

POST 2030 GENERAL PLAN BUILDOUT WITH PROJECT
Apx-210

Default Scenario Wed Mar 22, 2023 22:57:24 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.025
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 540 3220 0 0 510 410 0 0 0 310 2010 250
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 540 3220 0 0 510 410 0 0 0 310 2010 250
Added Vol: 0 0 0 0 0 0 0 0 0 2 8 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 540 3220 0 0 510 410 0 0 0 312 2018 250
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 540 3220 0 0 510 410 0 0 0 312 2018 250
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 540 3220 0 0 510 410 0 0 0 312 2018 250
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 540 3220 0 0 510 410 0 0 0 312 2018 250
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.56 0.44 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5695 705 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.17 0.67 0.00 0.00 0.08 0.09 0.00 0.00 0.00 0.20 0.35 0.35 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-211

Default Scenario Wed Mar 22, 2023 22:57:24 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.893
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2380 510 110 730 0 1370 1590 670 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2380 510 110 730 0 1370 1590 670 0 0 0
Added Vol: 0 0 1 0 2 0 0 3 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 2380 511 110 732 0 1370 1593 670 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2380 511 110 732 0 1370 1593 670 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2380 511 110 732 0 1370 1593 670 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2380 511 110 732 0 1370 1593 670 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.12 0.88 1.00 3.00 0.00 1.85 2.15 2.00 0.00 0.00 0.00 Final Sat.: 0 6586 1414 1600 4800 0 2959 3441 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.36 0.36 0.07 0.15 0.00 0.46 0.46 0.21 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-212

Default Scenario Wed Mar 22, 2023 22:57:24 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.919
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 110 1230 0 0 270 400 0 0 0 480 1730 820
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 1230 0 0 270 400 0 0 0 480 1730 820
Added Vol: 0 0 0 0 0 0 0 0 0 22 10 8
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 110 1230 0 0 270 400 0 0 0 502 1740 828
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 1230 0 0 270 400 0 0 0 502 1740 828
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 110 1230 0 0 270 400 0 0 0 502 1740 828
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 1230 0 0 270 400 0 0 0 502 1740 828
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.61 2.39 0.00 0.00 0.00 1.00 3.03 0.97 Final Sat.: 3200 3200 0 0 2579 3821 0 0 0 1600 4852 1548 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.38 0.00 0.00 0.10 0.10 0.00 0.00 0.00 0.31 0.36 0.54 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-213

Default Scenario Wed Mar 22, 2023 22:57:25 Page 9-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.554
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 500 390 280 450 0 850 1200 210 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 500 390 280 450 0 850 1200 210 0 0 0
Added Vol: 0 0 0 22 0 0 0 3 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 500 390 302 450 0 850 1203 210 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 500 390 302 450 0 850 1203 210 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 500 390 302 450 0 850 1203 210 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 500 390 302 450 0 850 1203 210 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.25 1.75 2.00 2.00 0.00 1.66 2.90 0.44 0.00 0.00 0.00 Final Sat.: 0 3596 2804 3200 3200 0 2650 4637 713 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.14 0.14 0.09 0.14 0.00 0.32 0.26 0.29 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-214

Default Scenario Wed Mar 22, 2023 22:57:25 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.809
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 150 1660 120 240 990 550 770 990 200 40 630 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 150 1660 120 240 990 550 770 990 200 40 630 60 Added Vol: 0 6 0 0 2 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 150 1666 120 240 992 550 770 990 200 40 630 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 150 1666 120 240 992 550 770 990 200 40 630 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 150 1666 120 240 992 550 770 990 200 40 630 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 150 1666 120 240 992 550 770 990 200 40 630 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.50 0.50 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3993 807 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.26 0.08 0.15 0.16 0.34 0.24 0.25 0.25 0.01 0.13 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-215

Default Scenario Wed Mar 22, 2023 22:57:25 Page 11-1
1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.797
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 50 1340 140 180 810 230 710 670 60 50 310 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1340 140 180 810 230 710 670 60 50 310 20 Added Vol: 0 0 0 0 2 0 6 2 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 50 1340 140 180 812 230 716 672 60 50 310 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 1340 140 180 812 230 716 672 60 50 310 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 1340 140 180 812 230 716 672 60 50 310 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 1340 140 180 812 230 716 672 60 50 310 20 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.12 0.88 1.49 1.39 0.12 1.00 1.88 0.12 Final Sat.: 1600 4800 1600 1600 4987 1413 2375 2226 199 1600 3006 194 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.28 0.09 0.11 0.16 0.16 0.30 0.30 0.30 0.03 0.10 0.10 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-216

Default Scenario Wed Mar 22, 2023 22:57:25 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.562
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 130 1460 580 60 670 190 40 170 60 170 180 40
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 130 1460 580 60 670 190 40 170 60 170 180 40 Added Vol: 0 0 0 0 2 0 0 0 0 1 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 130 1460 580 60 672 190 40 170 60 171 180 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 130 1460 580 60 672 190 40 170 60 171 180 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 130 1460 580 60 672 190 40 170 60 171 180 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 130 1460 580 60 672 190 40 170 60 171 180 40 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.48 0.52 2.00 0.82 0.18 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2365 835 3200 1309 291 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.08 0.30 0.36 0.04 0.14 0.12 0.03 0.07 0.07 0.05 0.14 0.14 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-217

Default Scenario Wed Mar 22, 2023 22:57:25 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.878
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 210 1890 600 130 570 130 670 1760 160 420 1120 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 1890 600 130 570 130 670 1760 160 420 1120 170 Added Vol: 3 0 0 0 0 3 0 10 4 0 3 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 213 1890 600 130 570 133 670 1770 164 420 1123 170 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 213 1890 600 130 570 0 670 1770 164 420 1123 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 213 1890 600 130 570 0 670 1770 164 420 1123 170 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 213 1890 600 130 570 0 670 1770 164 420 1123 170 OvlAdjVol: 460
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.66 0.34 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5857 543 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.07 0.39 0.38 0.04 0.12 0.00 0.21 0.30 0.30 0.09 0.23 0.11 OvlAdjV/S: 0.29
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-218

Default Scenario Wed Mar 22, 2023 22:57:25 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 390 3680 210 60 2710 390 330 270 210 160 250 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 3680 210 60 2710 390 330 270 210 160 250 10 Added Vol: 0 1 0 0 4 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 390 3681 210 60 2714 390 330 270 210 160 250 10 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 390 3681 0 60 2714 390 330 270 0 160 250 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 390 3681 0 60 2714 390 330 270 0 160 250 10 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 390 3681 0 60 2714 390 330 270 0 160 250 10 OvlAdjVol: 225 0
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.12 0.58 0.00 0.02 0.42 0.24 0.10 0.08 0.00 0.05 0.08 0.01 OvlAdjV/S: 0.14 0.00
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-219

Default Scenario Wed Mar 22, 2023 22:57:25 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.931
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 100 2030 320 700 1710 360 260 280 30 800 840 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 2030 320 700 1710 360 260 280 30 800 840 170 Added Vol: 0 10 0 0 3 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 100 2040 320 700 1713 360 260 280 30 800 840 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 100 2040 320 700 1713 360 260 280 0 800 840 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 100 2040 320 700 1713 360 260 280 0 800 840 170 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 100 2040 320 700 1713 360 260 280 0 800 840 170 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.46 0.54 2.00 2.48 0.52 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5532 868 3200 3966 834 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.37 0.37 0.22 0.43 0.43 0.08 0.09 0.00 0.25 0.26 0.11 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-220

Default Scenario Wed Mar 22, 2023 22:57:25 Page 16-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.684
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 1140 3270 0 0 730 740 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1140 3270 0 0 730 740 0 0 0 0 0 0
Added Vol: 5 14 0 0 0 8 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 1145 3284 0 0 730 748 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1145 3284 0 0 730 748 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1145 3284 0 0 730 748 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1145 3284 0 0 730 748 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.36 0.68 0.00 0.00 0.15 0.23 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-221

Default Scenario Wed Mar 22, 2023 22:57:25 Page 17-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.947
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2100 60 0 700 0 2150 570 1020 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2100 60 0 700 0 2150 570 1020 0 0 0
Added Vol: 0 1 0 0 0 0 17 4 4 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 2101 60 0 700 0 2167 574 1024 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2101 60 0 700 0 2167 574 1024 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2101 60 0 700 0 2167 574 1024 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2101 60 0 700 0 2167 574 1024 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.86 0.14 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7778 222 0 6400 0 3200 1600 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.27 0.27 0.00 0.11 0.00 0.68 0.36 0.32 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-222

Default Scenario Wed Mar 22, 2023 22:57:25 Page 18-1
1400 Bristol Street North Residences
General Plan With Project
AM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 60 1620 240 130 1090 270 510 120 10 340 110 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 1620 240 130 1090 270 510 120 10 340 110 170 Added Vol: 0 1 0 0 4 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 60 1621 240 130 1094 270 510 120 10 340 110 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 60 1621 240 130 1094 270 510 120 10 340 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 60 1621 240 130 1094 270 510 120 10 340 110 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 60 1621 240 130 1094 270 510 120 10 340 110 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.62 0.38 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2590 610 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.34 0.15 0.04 0.23 0.17 0.20 0.20 0.01 0.11 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-223

Default Scenario Wed Mar 22, 2023 23:14:02 Page 6-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.949
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 600 1700 0 0 1850 1270 0 0 0 540 2880 140
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 600 1700 0 0 1850 1270 0 0 0 540 2880 140
Added Vol: 0 0 0 0 0 0 0 0 0 1 4 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 600 1700 0 0 1850 1270 0 0 0 541 2884 140
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 600 1700 0 0 1850 1270 0 0 0 541 2884 140
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 600 1700 0 0 1850 1270 0 0 0 541 2884 140
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 600 1700 0 0 1850 1270 0 0 0 541 2884 140
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.81 0.19 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6104 296 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.19 0.35 0.00 0.00 0.29 0.26 0.00 0.00 0.00 0.34 0.47 0.47 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-224

Default Scenario Wed Mar 22, 2023 23:14:02 Page 7-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 1770 410 310 2060 0 550 1420 630 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1770 410 310 2060 0 550 1420 630 0 0 0
Added Vol: 0 0 2 0 1 0 0 7 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1770 412 310 2061 0 550 1427 630 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1770 412 310 2061 0 550 1427 630 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1770 412 310 2061 0 550 1427 630 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1770 412 310 2061 0 550 1427 630 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.06 0.94 1.00 3.00 0.00 1.11 2.89 2.00 0.00 0.00 0.00 Final Sat.: 0 6489 1511 1600 4800 0 1780 4620 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.27 0.27 0.19 0.43 0.00 0.31 0.31 0.20 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-225

Default Scenario Wed Mar 22, 2023 23:14:02 Page 8-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.813
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 180 600 0 0 830 1480 0 0 0 530 1730 160
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 600 0 0 830 1480 0 0 0 530 1730 160
Added Vol: 0 0 0 0 0 0 0 0 0 12 5 4
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 180 600 0 0 830 1480 0 0 0 542 1735 164
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 600 0 0 830 1480 0 0 0 542 1735 164
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 600 0 0 830 1480 0 0 0 542 1735 164
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 600 0 0 830 1480 0 0 0 542 1735 164
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.44 2.56 0.00 0.00 0.00 1.00 3.74 0.26 Final Sat.: 3200 3200 0 0 2300 4100 0 0 0 1600 5985 415 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.06 0.19 0.00 0.00 0.36 0.36 0.00 0.00 0.00 0.34 0.29 0.40 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-226

Default Scenario Wed Mar 22, 2023 23:14:02 Page 9-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.627
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 330 300 440 920 0 380 1490 130 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 330 300 440 920 0 380 1490 130 0 0 0
Added Vol: 0 0 0 12 0 0 0 9 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 330 300 452 920 0 380 1499 130 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 330 300 452 920 0 380 1499 130 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 330 300 452 920 0 380 1499 130 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 330 300 452 920 0 380 1499 130 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.10 1.90 2.00 2.00 0.00 1.00 3.76 0.24 0.00 0.00 0.00 Final Sat.: 0 3352 3048 3200 3200 0 1600 6017 383 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.10 0.10 0.14 0.29 0.00 0.24 0.25 0.34 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-227

Default Scenario Wed Mar 22, 2023 23:14:02 Page 10-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.241
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 320 1520 80 150 1510 910 530 700 160 160 1470 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 320 1520 80 150 1510 910 530 700 160 160 1470 190 Added Vol: 0 3 0 0 5 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 320 1523 80 150 1515 910 530 700 160 160 1470 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 320 1523 80 150 1515 910 530 700 160 160 1470 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 320 1523 80 150 1515 910 530 700 160 160 1470 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 320 1523 80 150 1515 910 530 700 160 160 1470 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.44 0.56 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3907 893 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.20 0.24 0.05 0.09 0.24 0.57 0.17 0.18 0.18 0.05 0.31 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-228

Default Scenario Wed Mar 22, 2023 23:14:02 Page 11-1
1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.018
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 180 1030 60 130 1280 390 460 480 70 150 1020 360 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 1030 60 130 1280 390 460 480 70 150 1020 360 Added Vol: 0 0 0 0 5 0 3 1 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 180 1030 60 130 1285 390 463 481 70 150 1020 360 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 1030 60 130 1285 390 463 481 70 150 1020 360 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 1030 60 130 1285 390 463 481 70 150 1020 360 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 1030 60 130 1285 390 463 481 70 150 1020 360 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.07 0.93 1.37 1.42 0.21 1.00 1.48 0.52 Final Sat.: 1600 4800 1600 1600 4910 1490 2196 2274 330 1600 2365 835 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.11 0.21 0.04 0.08 0.26 0.26 0.21 0.21 0.21 0.09 0.43 0.43 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-229

Default Scenario Wed Mar 22, 2023 23:14:02 Page 12-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.684
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 50 960 180 110 1280 110 140 270 100 860 210 110 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 960 180 110 1280 110 140 270 100 860 210 110 Added Vol: 0 0 0 0 5 0 0 0 0 2 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 50 960 180 110 1285 110 140 270 100 862 210 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 960 180 110 1285 110 140 270 100 862 210 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 960 180 110 1285 110 140 270 100 862 210 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 960 180 110 1285 110 140 270 100 862 210 110 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.46 0.54 2.00 0.66 0.34 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2335 865 3200 1050 550 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.20 0.11 0.07 0.27 0.07 0.09 0.12 0.12 0.27 0.20 0.20 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-230

Default Scenario Wed Mar 22, 2023 23:14:02 Page 13-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.861
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 290 870 620 260 1600 560 240 1480 70 920 1570 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 290 870 620 260 1600 560 240 1480 70 920 1570 180 Added Vol: 7 0 0 0 0 7 0 5 2 0 9 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 297 870 620 260 1600 567 240 1485 72 920 1579 180 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 297 870 620 260 1600 0 240 1485 72 920 1579 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 297 870 620 260 1600 0 240 1485 72 920 1579 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 297 870 620 260 1600 0 240 1485 72 920 1579 180 OvlAdjVol: 313
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.82 0.18 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6104 296 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.18 0.39 0.08 0.33 0.00 0.08 0.24 0.24 0.19 0.33 0.11 OvlAdjV/S: 0.20
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-231

Default Scenario Wed Mar 22, 2023 23:14:02 Page 14-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.793
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 260 2710 140 40 3090 480 330 210 100 220 400 50 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 260 2710 140 40 3090 480 330 210 100 220 400 50 Added Vol: 0 3 0 0 2 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 260 2713 140 40 3092 480 330 210 100 220 400 50 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 260 2713 0 40 3092 480 330 210 0 220 400 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 260 2713 0 40 3092 480 330 210 0 220 400 50 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 260 2713 0 40 3092 480 330 210 0 220 400 50 OvlAdjVol: 315 30
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.08 0.42 0.00 0.01 0.48 0.30 0.10 0.07 0.00 0.07 0.13 0.03 OvlAdjV/S: 0.20 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-232

Default Scenario Wed Mar 22, 2023 23:14:02 Page 15-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.182
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 160 1950 720 470 2660 260 610 850 30 360 650 530 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 160 1950 720 470 2660 260 610 850 30 360 650 530 Added Vol: 0 5 0 0 9 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 160 1955 720 470 2669 260 610 850 30 360 650 530 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 160 1955 720 470 2669 260 610 850 0 360 650 530 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 160 1955 720 470 2669 260 610 850 0 360 650 530 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 160 1955 720 470 2669 260 610 850 0 360 650 530 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.73 0.27 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4374 426 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.41 0.45 0.15 0.61 0.61 0.19 0.27 0.00 0.11 0.20 0.33 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-233

Default Scenario Wed Mar 22, 2023 23:14:02 Page 16-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.617
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 900 2620 0 0 1460 1040 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 900 2620 0 0 1460 1040 0 0 0 0 0 0
Added Vol: 12 7 0 0 0 22 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 912 2627 0 0 1460 1062 0 0 0 0 0 0
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 912 2627 0 0 1460 1062 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 912 2627 0 0 1460 1062 0 0 0 0 0 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 912 2627 0 0 1460 1062 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.28 0.55 0.00 0.00 0.30 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-234

Default Scenario Wed Mar 22, 2023 23:14:02 Page 17-1
-------------------------------------------------------------------------------- 1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.871
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2360 110 0 1490 0 1180 1500 1010 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2360 110 0 1490 0 1180 1500 1010 0 0 0
Added Vol: 0 3 0 0 0 0 16 2 2 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 2363 110 0 1490 0 1196 1502 1012 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2363 110 0 1490 0 1196 1502 1012 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2363 110 0 1490 0 1196 1502 1012 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2363 110 0 1490 0 1196 1502 1012 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.78 0.22 0.00 4.00 0.00 1.33 1.67 2.00 0.00 0.00 0.00 Final Sat.: 0 7644 356 0 6400 0 2128 2672 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.31 0.31 0.00 0.23 0.00 0.56 0.56 0.32 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-235

Default Scenario Wed Mar 22, 2023 23:14:02 Page 18-1
1400 Bristol Street North Residences
General Plan Without Project
PM Peak Hour
------------------------------------
Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1
Volume Module:

Base Vol: 50 1940 360 190 1920 390 200 110 10 340 110 210 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1940 360 190 1920 390 200 110 10 340 110 210 Added Vol: 0 3 0 0 2 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 50 1943 360 190 1922 390 200 110 10 340 110 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 50 1943 360 190 1922 390 200 110 10 340 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 1943 360 190 1922 390 200 110 10 340 110 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 50 1943 360 190 1922 390 200 110 10 340 110 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.29 0.71 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2065 1135 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.40 0.23 0.06 0.40 0.24 0.10 0.10 0.01 0.11 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx-236

UT-r-rikToWco

APPROVED PROJECTS LIST AND CUMULATIVE PROJECTS
Apx-237

Traffic Phasing Data
Projects Less than 100% Complete
Project Number
Project Name
Percent Completed
148

FASHION ISLAND EXPANSION
40 154

TEMPLE BAT YAHM EXPANSION
65 945

HOAG HOSPITAL PHASE III
0 949
ST. MARK PRESBYTERIAN CHURCH
77 955
2300 NEWPORT BLVD (VUE)
30 958
HOAG HEALTH CENTER 500-540 SUPERIOR
95 959

NORTH NEWPORT CENTER
0 962
328 OLD NEWPORT MEDICAL OFFICE GPA
0 965
MARINER'S POINTE 23,015 SO FT COMMERCIAL CENTER
82 971
BACK BAY LANDING 300 ECH
0 977

BALBOA MARINA WEST
0 979

NEWPORT CROSSINGS
0 980
Museum House - Vivante Senior Center
0 981
Uptown Newport: Phase 1 - Trans Devel Rights (TDR)
53 982
Uptown Newport: Phase 2 Only
0 983
Residences at 4400 VK
0 984
Picerne Residential (1300 Bristol St N)
0 02/23/23
Apx-238

Approved Projects 80% Volume Summary Intersection Report Intersection (4155 ::: IRVINE AVE / CAMPUS DR BRISTOL ST)

NB SB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 0 22 3 0 0 2 -2 0 22 0 5 -2 0 0 0 0
PM 20 6 18 0 0 4 16 0 6 0 10 8 0 0 0 0
Intersection (4160 ::: BRISTOL ST / BIRCH ST)

NB SIB EB WB NL NIT NR SL ST SR EL ET ER WL WT WR
AM 1 30 -5 0 0 1 0 29 1 0 0 -5 0 0 0 0
PM 5 5 24 0 0 1 4 4 1 0 0 24 0 0 0 0
Intersection (4170 ::: JAMBOREE RD / BRISTOL ST )

NB SB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 27 59 64 0 0 27 0 0 59 0 22 12 30 0 0 0
PM 80 26 121 0 0 80 0 0 26 0 90 5 26 0 0 0
Intersection (4172 ::: CAMPUS DR / BRISTOL ST N )

NB SIB EB WB NIL NT NR SL ST SR EL ET ER WL WT WR
AM 7 7 0 106 0 7 0 0 7 0 0 0 0 15 91 0
PM 14 4 0 40 0 14 0 0 4 0 0 0 0 3 37 0
Apx-239

Approved Projects 80% Volume Summary Intersection Report Intersection (4175 ::: BRISTOL ST N / BIRCH ST )

NB SB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 1 32 0 115 0 1 0 0 9 23 0 0 0 21 83 11
PM 1 14 0 40 0 1 0 0 4 10 0 0 0 2 33 5
Intersection (4190 ::: JAMBOREE RD / BRISTOL ST N )

NB SB EB WB NL NIT NR SL ST SR EL ET ER WL WT WR
AM 50 130 0 0 -7 40 17 0 59 71 0 0 0 0 0 0
PM 184 87 0 0 15 139 30 0 27 60 0 0 0 0 0 0
Intersection (4275 ::: JAMBOREE RD / MACARTHUR BLVD )

NB SIB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 15 50 48 168 -2 12 5 4 30 16 9 35 4 41 116 11
PM 77 44 140 87 8 27 42 12 12 20 14 128 -2 18 62 7
Intersection (4285 ::: MACARTHUR BLVD / NEWPORT PLACE DR VON KARMAN AVE)

NB SIB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 28 35 0 15 0 22 6 0 35 0 0 0 0 15 0 0
PM 46 27 0 12 0 30 16 0 27 0 0 0 0 12 0 0
Apx-240

Approved Projects 80% Volume Summary Intersection Report Intersection (4295 ::: BIRCH ST / MACARTHUR BLVD )

NB SB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 17 40 44 62 0 17 0 12 28 0 32 12 0 0 12 50
PM 24 86 21 39 0 24 0 52 34 0 12 9 0 0 12 27
Intersection (4300 ::: CAMPUS DR / MACARTHUR BLVD )

NB SIB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 87 36 0 5 0 87 0 2 34 0 0 0 0 0 0 5
PM 53 77 0 3 0 53 0 6 71 0 0 0 0 0 0 3
Intersection (4305 ::: JAMBOREE RD / CAMPUS DR )

NB SIB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 116 24 4 1 11 100 5 0 23 1 2 0 2 1 0 0
PM 56 99 13 5 6 47 3 0 97 2 1 0 12 5 0 0
Intersection (4765 ::: JAMBOREE RD / EASTBLUFF DR / UNIVERSITY DR)

NB SB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 42 90 0 0 0 38 4 0 90 0 0 0 0 0 0 0
PM 113 60 0 7 0 106 7 0 60 0 0 0 0 7 0 0
Apx-241

Approved Projects 80% Volume Summary Intersection Report Intersection (4995 ::: BISON AVE / MACARTHUR BLVD )

NB SB EB WB NIL NIT NR SL ST SR EL ET ER WL WT WR
AM 26 54 8 17 1 17 8 0 52 2 2 5 1 16 1 0
PM 89 38 10 10 4 67 18 0 27 11 5 3 2 6 4 0
Apx-242

Cumulative (Pending) Projects List — February 2023
Projects of significant size to have a potential cumulative impact Sage Hill School
20402 Newport Coast Dr
New:

Expansion
0 150 students middle school facility
• 38,658-square-foot gymnasium
Tennis Club at
1602 E. Coast Hwy
Amendment to 2012 approved Tennis Club at
Newport Beach
No traffic phasing ordinance
Newport Beach.
study.
0 Convert 7 tennis courts to 14 pickleball courts
and 4 tennis courts
• Increase hotel rooms from 27 to 41
• Convert 5 SFR to 3 attached condominium
units and 2 detached SFR
Residences at
150 Newport Center Dr
New: 28 residential (condominiums) DU
Newport Center
No traffic phasing ordinance
Existing: Car wash
study.
1400 Bristol St
1400 Bristol St North
New: 229 apartments DU
Residences
Existing: 38,764 SF general office
1600 Dove St
1600 Dove St
New: 249 apartments DU
Residences
Existing: 60,675 SF general office
Mother's Market
2510 W. Coast Hwy
New:
• 5,096 SF supermarket
• 36 residential DU
Existing: 4,487 SF boat sales office
Newport Beach
445 E. Coast Hwy
New:

Porsche
Two -level 143,494 SF dealership with 37
(Autonation)
service bays
Existing:
• Single story auto dealership
The Garden
2902 W. Coast Hwy
New:

Restaurant
0 7,705 SF quality restaurant with 2,535 SF
rooftop dining
• 747 SF commercial
Newport Village
2000/2200/2244 West Coast
New:

Hwy and 2001-2241 West
0 198 residential DU
Coast Hwy
a 20,690 SF retail
• 22,285 SF food and beverage (restaurants)
• 20,310 SF office
• 7,900 SF vehicle showroom
• Marina reconfiguration
Existing:
• Variety of retail, office, shipyard sales and
marina
UCI North
UCI North Campus, West of
New: 350,000 SF hospital, includes emergency
Campus Hospital
Jamboree Rd and Birch St
services, a 200,000 sq. ft. ambulatory care center, a
Project (City of
central plant, and parking structure.

Irvine)
*UCI North
UCI North Campus, West of
Replace buildings near the intersection of Jamboree
Campus Child
Jamboree Rd and Birch St
Rd and Birch St with 168,000 SF, 5-story Center for
Health/Medical
Office (City of
Child Health/Medical Office building and 800-space
Irvine
parking garage.

Newport Coast
See Staff for update.

Last Update: 2/22/23
Apx-243

CURRENT

DISCRETIONARY

PROJECTS
UNDER
REVIEW
Submittal Date File #
PA Project Description
Schedule
Decision Maker Planner
16715 Von Karman Ave
2/9/2023 00896752-PPA 36 Pre-App review of access study and site plan for warehouse at Von Karman Corporate TBD Center
18301 Von Karman
2/2/2023 00895726-PCLE 36 Environmental review deposit for Von Karman & Quartz office building TBD 2055 Main Street
1/31/2023 00895933-PSS 36 Sign Program for New IBC Apartment "Aurum" located at 2055 Main Street TBD Volar
1/25/2023 008954621-PCLE 36 PCLE application for environmental review for modification to Volar project TBD 9800 Muirlands
1/17/2023 00894298-PCPM 35 CUP for Oceans Church tbd
PA51 D2 & D3
12/22/2022 00893185-PPA 51 Pre -Application review for the traffic study for portions of D2 and D3 in Planning Area 51 TBC 1780 Main Street
12/21/2022 00890575-PPA 36 Pre -Application to determine land use, entitlement process, and city support for a proposed TBD EV charging facility
18831 Von Karman
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308
Staff
Hernan DeSantos
PC
Sherman Jones
ZA
Eric Martin
PC
Calvin Mingione
ZA Stacy Tran
Staff Hernan DeSantos
Staff Ann Wuu

Page 1 of 18 ends

PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-244

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
12/16/2022 00891072-PSS
36 Sign Program for Quinn Apartments
TBD
ZA
Alkemi
9740 Irvine Blvd
12/16/2022 00892629-PMPC
36 Modification to add mezzanine space
TBD
Staff
Victor Mendez
15014.5 Culver Drive
12/15/2022 00892193-PCPM
11 Minor Modification to expand the lease area for an existing wireless facility TBD
Staff
Juliet Mukasa
16200 Sand Canyon
12/15/2022 00892524-PSS
13 Modification to approved sign program for Hoag Hospital TBD
ZA
Hernan Desantos
18850 Von Karman Avenue
12/13/2022 00892346-PSS
36 Sign Program for Hensel Phelps
TBD
ZA
Juliet Mukasa
Camden Apts
12/13/2022 00887257-PSS
36 Sign Program for Camden Apts at Main & Jamboree
TBD
ZA
Sherman Jones
San Joaquin Golf Course
12/13/2022 00890887-PSS
19 Sign Program with AR for Rancho San Joaquin Golf Course TBD
ZA
Hernan DeSantos
20 & 40 Pacifica
12/12/2022 00892179-PSS
33 Sign Program Modification with AR for the 20 & 40 Pacifica Sign Program TBD
ZA
Eric Martin
Alton Marketplace
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

Page 2 of 18 ends

PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-245

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
12/12/2022 00891926-PSS
32 Sign Program Modification with AR for Alton Marketplace to add signage for Bass Pro 03/16/2023
PC
Ann Wuu
Shop
18301 Von Karman
12/5/2022 00891064-PMPC
36 New 16,538 SF office building
TBD
PC
Sherman Jones
Volar
12/5/2022 00891063-PCPU
36 Major Modification to add 54 dwelling units
TBD
PC
Alkemi
12/5/2022 00891238-PPK
36 Major Modification to update park requirements for the addition of 54 dwelling units TBD
PC
Alkemi
17892 Sky Park Circle
12/2/2022 00891467-PCPM
36 Expand tenant space and make interior improvements for health clinic TBD
ZA
Juliet Mukasa
Innovation Park
12/2/2022 00890105-PTP
12 VTPM 2020-182 for Innovation Park, Phases 3 and 4
TBD
SC
Hernan DeSantos
18100 Derian
11/28/2022 00891071-PSS
36 Sign Program for Decorative Construction Fence
TBD
Staff
Alkemi
1900 Main Street
11/22/2022 00890873-PSS
36 Sign Program Modification with AR for Irvine Concourse 02/16/2023
PC
Juliet Mukasa
3500 Barranca Parkway
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

Page 3 of 18 ends

PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-246

Submittal Date File # PA Project Description Schedule Decision Maker Planner 11/22/2022 00890458-PAR 14 Administrative Relief from parking and landscaping standards to support conversion to TBD ZA Alkemi medical office use
17900 Jamboree Road
11/18/2022 00890166-PCPM 36 Modification to update parking rate and implement valet parking TBD Woodbury Walk Apartments
11/18/2022 00890137-PPA 9 Pre -Application for Housing Department Review of the Transfer LP interests from BFIM to TBD BHVI for Woodbury Walk Apartments
16752 Armstrong
11/17/2022 00890098-PPA 36 Pre -application for question related to potential warehouse use Staff Sherman Jones
Staff Stacy Tran
TBD Staff Hernan Desantos
2710 Alton Parkway
11/10/2022 00889488-PCPM 36 Upgrade existing ABC License from Type 41 (Beer & Wine) to Type 47 (Full Alcohol) at a 03/02/2023 PC Eric Martin karaoke lounge
2941 Alton Parkway
l l/l/2022 00888298-PCPM 36 CUP for new childcare facility associated with Westcliff University TBD PC Juliet Mukasa 2712 Kelvin
10/26/2022 00887710-PPA 36 Pre -application review of playground and exercise equipment with canopies over existing TBD Staff Eric Martin tennis court
14111 Jeffrey Road
10/25/2022 00887532-PCPM g Modify CUP to demolish existing gas station car wash and rebuild with a longer tunnel TBD ZA Eric Martin 2151 Michelson Drive
Sunday, February 12, 2023 Page 4 of 18
Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx-247

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
10/19/2022 00887028-PSS
36 Master Sign Program for 2151 Michelson
TBD
ZA
Eric Martin
17241 Murphy Avenue
10/17/2022 00886804-PCPM
36 CUP for a baseball training facility (i.e., commercial school) TBD
ZA
Eric Martin
Volar
10/17/2022 00886814-PPA
36 Traffic Study SOW for Volar Apartments
TBD
Staff
Calvin Mingione
Districts 2, 3, & 6 of GPN
9/30/2022 00885184-PMP
51 Community Design Features & Checklist of Sustainable Design Features 02/16/2023
PC
Hernan DeSantos
D2 of GPN
9/29/2022 00884898-PTP
51 VTPM 2022-163 located in Development District 2 of Great Park Neighborhoods TBD
SC
Hernan DeSantos
D2 of GPN
9/28/2022 00884907-PTP
51 VTPM 2021-204 located in Development District 2 of Great Park Neighborhoods TBD
SC
Heman DeSantos
9/28/2022 00884906-PTP
51 VTPM 2021-201 located in District 2 of Great Park Neighborhoods TBD
SC
Hernan DeSantos
PA 4
9/28/2022 00884832-PTP
4 Parcel Map to create four lots, three for residential use and one for commercial/retail TBD
SC
Ann Wuu
2700 Alton
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

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PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-248

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
9/22/2022 00884328-PCPM
36 conditional use permit for massage
TBD
ZA
Ann Wuu
2030 Main Street
9/21/2022 00884154-PSSM
36 Sign Program Modificaiton for Irvine Concourse
TBD
Staff
Eric Martin
20 Gramercy
9/20/2022 00884102-PMPC
36 Minor Modification to Central Park West Trash Enclosure TBD
Staff
Eric Martin
4 Wrigley
9/19/2022 00883947-PCPM
35 CUP to all placement of 6 storage containers in the parking lot TBD
ZA
Eric Martin
2941 Alton Parkway
9/15/2022 00883655-PPA
36 New childcare facility
TBD
Staff
Juliet Mukasa
18881 Von Karman
9/14/2022 00883573-PSS
36 Sign Program Modification with AR for Waterfield Tower TBD
ZA
Eric Martin
PA 4
9/9/2022 00882754-PMP
4 Master Plan for the development of a new 1,2661 unit, 3-building apartment complex at TBD
PC
Ann Wuu
The Marketplace
D5/D6
9/8/2022 00883008-PPA
51 Review address plan and meter plan for Tract 19130 in D5 and D6 of PA 51 TBD
Staff
Hernan DeSantos
14010 Remington
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

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PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-249

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
8/29/2022 00882130-PCPM
8 Add two 320 SF sheds for occupancy by parishioners.

TBD
ZA
Eric Martin
Orchard Hills
8/19/2022 00881341-PSS
1 Sign Program Modification with AR for Orchard Hills
TBD
ZA
Juliet Mukasa
18182 Culver Drive
8/18/2022 00877174-PPA
20 Pre -application to address site design and process questions/concerns TBD
Staff
Sherman Jones
PA 33 Lots 103 and 106
8/18/2022 00881205-PMP
33 New residential master plan for the development of 244 apartment homes in PA 33 TBD
PC
Victor Mendez
8/18/2022 00881196-PMP
33 New residential master plan for the development of 645 apartment homes in PA 33 TBD
PC
Victor Mendez
4918 Irvine Center Drive
8/17/2022 00880581-PCPU
11 New Wireless Facility designed as a faux tree
TBD
PC
Sherman Jones
PA1N4
8/15/2022 00877600-PCPU
1 CUP for two multi -carrier wireless facilities designed as broadleaf trees TBD
PC
Juliet Mukasa
Northwood Park
8/10/2022 00880297-PCPU
8 New Class 10 ATT Wireless Facility
TBD
PC
Eric Martin
16221 Construction Circle East
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

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PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-250

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
8/2/2022 00879628-PCPM
36 Manufactured Structure for office use longer than 2 years TBD
ZA
Victor Mendez
2572 White Road
7/26/2022 00879053-PSS
36 Sign Program Modification with AR
TBD
ZA
Victor Mendez
1 Technology
7/23/2022 00878800-PCPM
32 Minor Modification to add outdoor stairwells and outdoor walkway to access 2nd floor TBD
Staff
Juliet Mukasa
17821 N Sky Park Cir Suite J&K
7/22/2022 00875730-PCPM
36 Conditional Use Permit to change use of site from office and manufacturing to alternative TBD
ZA
Heman DeSantos
health care provider
19510 Jamboree Road
7/15/2022 00877891-PCPM
36 Modification to existing CUP for ped bridge connecting 2 buildings on 4th floor for TBD
Staff
Bill Rodrigues
internal circulation
PA 39
6/29/2022 00876485-PPA
39 Pre -Application for Housing Division to review Los Olivos Apartments (Lot 4) TBD
Staff
Stacy Tran
documentation
Jamboree & Campus
6/13/2022 00874834-PCPU
36 Entitlement for Elements Phase 3
TBD
PC
Stacy Tran
PA 33 Lots 103 and 106
6/10/2022 00874758-PCLE
33 Environmental Review for proposed GPA & ZC in PA 33 to add residential intensity TBD
CC, PC
Victor Mendez
PA 4
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

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PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-251

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
6/10/2022 00874747-PCLE
4 Environmental Review for proposed GPA & ZC in PA 4 to add residential intensity TBD
CC, PC
Ann Wuu
18542 MacArthur
6/7/2022 00873667-PMPC
36 New Chick-Fil-A restaurant without drive-thru to replace IHOP TBD
Staff
Victor Mendez
PA 1 Neighborhood 4
6/7/2022 00874542-PMP
I
Residential master plan and address plan
TBD
PC
Juliet Mukasa
6/7/2022 00874541-PMP
I
Residential master plan and address plan
TBD
PC
Juliet Mukasa
9780 Irvine Center Drive
6/6/2022 00873237-PCPU
34 Conditional Use Permit to operate an equipment rental business from 9780 Research TBD
ZA
Hernan DeSantos
PA 1 Neighborhood 4
6/6/2022 00873726-PMP
I
Residential Master Plan for 135 SFD
TBD
PC
Juliet Mukasa
Sand Canyon and Great Park Boulevard
6/6/2022 00873435-PCLE
40 Environmental review for GPA/ZC/and development applications TBD
PC, CC
Stacy Tran
PA 1 Neighborhood 4
6/2/2022 00873724-PMP
I
Residential Master Plan for 137 SFR
TBD
PC
Juliet Mukasa
19712 MacArthur Blvd
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

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PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-252

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
5/16/2022 00872407-PSSM
36 Modification to approved Sign Program to add one non -illuminated wrap -around wall sign TBD
ZA
Juliet Mukasa
at Bldg 6
14200 Culver Drive
5/11/2022 00871899-PCPM
11 CUP to operate an employee staffed mobile trailer donation site 03/16/2023
PC
Sherman Jones
8000 Great Park Blvd
5/6/2022 00870830-PPA
51 PreApplication review of traffic study scope of work and trip budget assessment for GP TBD
Staff
Hernan DeSantos
Master Plan 2.0
17422 Pullman Street
5/4/2022 00871435-PCPM
36 CUP for outdoor storage at Aquatec
TBD
ZA
Sherman Jones
PA 33 Lots 103 and 106
4/28/2022 00870344-PPA
33 Preliminary review of proposed site plans for PA 33 residential TBD
Staff
Victor Mendez
4/28/2022 00870341-PZC
33 Zone Change related to GPA to add 1,100 residential units TBD
PC, CC
Victor Mendez
PA 4
4/28/2022 00870377-PPA
4 Preliminary review of proposed site plan for PA 4 residential TBD
Staff
Ann Wuu
4/28/2022 00870374-PZC
4 Zone Change related to GPA to add 1,400 residential units TBD
PC, CC
Ann Wuu
16200 Sand Canyon
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

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Submittal Date File # PA Project Description Schedule Decision Maker Planner 4/19/2022 00870057-PCPM 13 Modification to Hoag Hospital Irvine TBD Staff Hernan DeSantos Great Park
4/6/2022 00868722-PPA 51 Pre -Application review of traffic study scope of work for Pretend City in Cultural Terrace TBD Staff Sherman Jones of Great Park
Sand Canyon and Great Park Boulevard
3/31/2022 00868287-PMP 40 Modification to Master Landscape and Trails Plan for PA 40 TBD CSC PC Stacy Tran 3/31/2022 00868384-PPP 40 Park Plan for VTTM 19223 for 140 residential condos TBD CSC PC Stacy Tran 17941 Von Karman
3/21/2022 00864772-PCPM 36 Minor Mod to CUP to remove and restripe parking lot to correct unpermitted work TBD Staff Heman DeSantos resulting in a basketball court
1900 Main Street
3/21/2022 00867292-PSS 36 Sign Program Modification to Irvine Concourse TBD ZA Juliet Mukasa Playground Plan for D4 Orchard Hills
3/21/2022 00866003-PPA 1 Playground Plan review for new park (Park 1) in Orchard Hills Neighborhood 4 TBD Staff Juliet Mukasa 1824 Kaiser Avenue
3/3/2022 00865578-PCPM 36 CUP to operate Boden Autohaus TBD ZA Shennan Jones 2152 Dupont
Sunday, February 12, 2023 Page 11 of 18
Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx-254

Submittal Date File # PA Project Description Schedule Decision Maker Planner 2/8/2022 00862239-PCPM 36 Conditional Use Permit for alternative health care provider TBD ZA Victor Mendez PA 33 Lots 103 and 106
2/7/2022 00863251-PGA 33 General Plan Amendment to add 1,100 dwelling units within Regional Commercial district TBD of PA 33
PA 4
2/7/2022 00863325-PGA 4 General Plan Amendment to add up to 1,400 dwelling units within the Regional TBD Commercial Land Use category of PA 4
County 100 acres
2/l/2022 00862977-PPA
17300 Red Hill Avenue
1/25/2022 00862465-PPA
17731 Cowan
1/24/2022 00860930-PPA
PC, CC Victor Mendez
PC, CC Ann Wuu
51 Pre -Application Review of Be Well Irvine campus TBD Staff Bill Rodrigues 36 Pre -application review to demolish existing 162,000 sf office building and construct TBD Staff Sherman Jones 160,000 sf industrial warehouse
36 Pre -Application Review of prospective 56,500 sf warehouse development on 2.785 acres TBD Staff Juliet Mukasa Sand Canyon and Great Park Boulevard
1/24/2022 00862242-PMP 40 Master Plan for Tract 19223 for 140 residential condo units Sand Canyon and Great Park Boulevard
1/20/2022 00862078-PTT 40 Vesting Tentative Tract Map 19223 for 140 residential condo units and park 3301 Michelson
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308
TBD PC Stacy Tran
TBD SC, CSC, P1 Stacy Tran

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Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
1/18/2022 00861648-PPA
36 Pre -Application review of acquisition and conversion of The Royce Apartments for City's TBD
Staff
Lisa Varon
Middle Income Housing Program
18700 Harvard
12/29/2021 00860098-PCPM
23 K-12 private school at Bethel Korean Church
03/02/2023
PC
Victor Mendez
Ada Ave & RR Tracks
12/14/2021 00859433-PPA
32 Review and comment on proposed grade separation of Ada Avenue between Barranca and TBD
Staff
Bill Rodrigues
Mating way
15800 Laguna Canyon Road
12/8/2021 00858043-PPA
31 Review to convert security gate to controlled access gate TBD
Staff
Ann Wuu
17241 Murphy Avenue
12/2/2021 00856934-PCPM
36 CUP for Mankind Physical Therapy
TBD
ZA
Eric Martin
1340 Reynolds
10/28/2021 00855935-PCPU
36 CUP for BrainyActz Escape Room
TBD
PC
Juliet Mukasa
1 Fire Authority Road
8/23/2021 00850215-PPA
4 Pre -Application for expansion of OCFA Training Grounds TBD
Staff
Sherman Jones
Orange County Metrolink Facility
7/8/2021 00846471-PCPU
51 CUP for Orange County Metrolink Maintenance Facility TBD
PC
Victor Mendez
Ridge Valley and Marine Way, NWC
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

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PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-256

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
6/22/2021 00844668-PCLE
40 Peer review of environmental document
TBD

PC / CC
Stacy Tran
6894 Marine Way
5/24/2021 00842193-PCPM
40 Conditional Use Permit Extension for 00510068-PCPM to allow Metrolink's utility TBA
Staff
Victor Mendez
building to remain for two years in PA 40.
184 Technology Drive
4/28/2021 00841098-PPA
32 Pre -Application to review AT&T right-of-way wireless installation at 184 Technology TBA
Staff
Victor Mendez
Drive in PA 32.
17875 Von Karman
4/5/2021 00839442-PCPM 36 Conditional Use Permit for a restaurant with TDR at the Intersect Campus Office Complex, 17875 Von Karman in Planning Area 36.
3900 Michelson
3/4/2021 00837149-PCPM 19 Conditional Use Permit to allow permanent tent structure on the Congregation Beth Jacobs facility in Planning Area 19
Sand Canyon and Great Park Boulevard
1/20/2021 00834204-PZC 40 Zoning Code Amendment to allow residential uses at the SE corner of Sand Canyon and Great Park Blvd. in PA 40.
1/20/2021 00834207-PGA 40 General Plan Amendment to allow residential uses at the SE corner of Sand Canyon and Great Park Blvd. in PA 40.
18881 Von Karman Ave, Suite 900
11/23/2020 00830587-PCPM 36 Conditional Use Permit to establish the Futures Academy (private school) in the Waterfield Tower in Planning Area 36.

Great Park Neighborhoods
Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308
TBD
TBA
ZA Stacy Tran
ZA Victor Mendez
TBD PC, CC Stacy Tran
TBD PC, CC Stacy Tran
TBD ZA Ann Wuu

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Submittal Date File # PA Project Description Schedule Decision Maker Planner 11/17/2020 00830360-PSSM 51 Sign Program Modification for Great Park Neighborhoods in PA 51. TBD Staff Sherman Jones 14952 Sand Canyon
9/8/2020 00825614-PSS 31 Sign Program for Knowlwood's restaurant at 14952 Sand Canyon in Old Town Irvine. TBD PC Sherman Jones Orchard Hills Dr
8/28/2020 00824643-PPD I Park Design for Park 1 (Lot 522), District 4 06/07/2023 Ridge Valley and Marine Way, NWC
8/13/2020 00823932-PTP 40 Vesting Tentative Parcel Map 2020-137 to subdivide 3 parcels into 5 parcels in PA 40. TBD 16751 Noyes Avenue
7/23/2020 00821827-PCPM 36 Conditional Use Permit to establish an automotive repair business in a 10,309 sf suite 03/02/2023 2550 Alton Parkway
3/31/2020 00816420-PPA 36 Pre -application to review Diamond Jamboree Phase 2's mixed use development and parking TBD structure in PA 36.
30 Auto Center Drive
3/5/2020 00814576-PPA
15955 Alton Parkway
2/3/2020 00811566-PAR
SCE Easement in PA 17
35 Sign Permit #3 to allow off -site advertising on the Irvine Auto Center Electronic message on -going sign at 30 Auto Center Drive in Planning Area 35.
13 Administrative Relief to reduce required parking for an existing office building at the TBD Canon Headquarters; submitted by JCM, Facilities, Planning and Management.

Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308
CSC
Hernan DeSantos
SC
Stacy Tran
PC
Calvin Mingione
Staff Ann Wuu
Staff Bill Rodrigues
ZA Bill Rodrigues

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Submittal Date File # PA Project Description Schedule Decision Maker Planner 11/21/2019 00804797-PCPU 17 Conditional Use Permit for an AT&T wireless facility on SCE tower in Quail Hill (PA 17). TBD PC Calvin Mingione Novel Park
11/4/2019 00802982-PSS 51 Modification to Sign Program for Novel Park Signs in PA 51. TBD Staff Sherman Jones Ridge Valley and Marine Way, NWC
7/29/2019 00793825-PGA 40 General Plan Amendment to transfer 675,237 square feet of land use intensity from the TBD PC, CC Stacy Tran

3.1H Multi -Use District to the 5.5D Medical and Science District in PA 40. 7/29/2019 00793828-PZC 40 Zoning Code Amendment to transfer land use intensity from the 3.1H Multi -Use District to TBD PC, CC Stacy Tran the 5.51) Medical and Science District in PA 40.
14522 Myford (SW corner of Jamboree and Myford)
6/19/2019 00789713-PCPM 10 Conditional Use Permit modification to add additional sports -related activities, tutoring and TBD PC Calvin Mingione physical therapy to the sports center at 14522 Myford Road in the Jamboree Business Center in Planning Area 10.
19722 and 19732 MacArthur
6/19/2019 00789718-PTT
36 Tentative Tract Map 18112 for condominium purposes at 19722 MacArthur in Planning

TBD SC, PC
Juliet Mukasa
Area 36.
14725 Alton Parkway
4/24/2019 00783724-PSS
35 Sign Program Modification with administrative relief for the Irvine Campus of Chapman TBD PC
Ann Wuu
University to add 14725 Alton in Planning Area 35.

East Bosque South Great Park Blvd
4/23/2019 00783515-PCPU
51 Conditional Use Permit for Accessory Retail and Dining TBA ZA
Victor Mendez
2626 Dupont
Sunday, February 12, 2023

Page 16 of 18 ends

Projects Submitted within last 30 days.

PA - Planning Area CC - City Council ZA -
Zoning Administrator SC - Subdivision Committee
PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Apx-259

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
1/30/2019 00775207-PAR
36 Administrative Relief for parking requirements at the Jamboree Promenade, 2626, 2636, TBD
ZA
Juliet Mukasa
and 2646 Dupont in PA 36.
9259 Research Drive
9/28/2018 00763244-PCPM
34 Community Facility to establish live performance space in an industrial office building.

TBD
PC
Sherman Jones
Southeast Chinon and "N" Street
6/18/2018 00751736-PCPM
51 Conditional Use Permit for Child Care Use
TBD
PC
Herman DeSantos
2222 and 2272 Michelson Drive
9/28/2017 00724855-PPA
36 Pre -application to review and implement parking management strategies for the Michelson TBD
Staff
Ann Wuu
Marketplace (Trade) at 2222 & 2272 Michelson Drive in Planning Area 36. 17 Pasteur
9/12/2017 00723112-PSS 13 Sign Program for a mural on the 405 facing frontage of Tilly's at 17 Pasteur in Planning TBD PC Ann Wuu Area 13.
17832 and 17840 Gillette
1/23/2017 00698921-PCLE 36 Environmental Review for a 336 unit apartment project at 17832 and 17840 Gillette in TBD PC Ann Wuu Planning Area 36.
1/23/2017 00698920-PPP 36 Park Plan for a 336 unit apartment project at 17832 and 17840 Gillette in Planning Area 36. TBD PC, CSC Ann Wuu 17832 and 17840 Gillette
12/13/2016 00695550-PZC 36 Zone Change to increase the IBC residential unit cap for a 336 unit apartment project at TBD PC, CC Ann Wuu 17832 and 17840 Gillette in Planning Area 36.

Sunday, February 12, 2023 Page 17 of 18
Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx-260

Submittal Date File # PA Project Description Schedule Decision Maker Planner 12/13/2016 00695549-PGA 36 General Plan Amendment to increase the IBC residential unit cap for a 336 unit apartment TBD PC, CC Ann Wuu project at 17832 and 17840 Gillette in Planning Area 36. 17832 and 17840 Gillette
8/15/2016 00681568-PCPU 36 Conditional Use Permit for a 336 unit apartment project at 17832 and 17840 Gillette in TBD PC Ann Wuu Planning Area 36.
15415 Jeffrey Road
7/28/2016 00679655-PPA 11 Pre -application to study parking alternatives at the Irvine Village Center, 15415 Jeffrey TBD Staff Ann Wuu Road, in Planning Area 11.
18301 Von Karman
00885646-PPA 36 Preapplication review of Von Karman & Quartz Traffic Study SOW TBD Staff Sherman Jones Sunday, February 12, 2023
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308

Page 18 of 18 ends

PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx-261

APPENDIX E

TPO ONE -PERCENT THRESHOLD ANALYSIS
Apx-262

Traffic Phasing Ordinance (TPO) One -Percent Threshold Calculations ID Study Intersection
AM Peak Hour Approach Totals
1% of TPO Volume
AM Peak Hour Project Volume
Threshold Met?
TPO Year 2027 Without Project
NB
SB
EB
WB
NB
SB
EB
WB
NB
SB
EB
WB
NB
SB
EB
WB

1. Campus Dr (NS) at Bristol St North (EW)
1386
487
0 1383
14 5
0 14
0 0
0 13
No
No
No
No

2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
942
566
2430
0 10
6 25
0 -7
2 -6
0 No
No
No
No

3. Birch St (NS) at Bristol St North (EW)
703
261
0 1785
8 3
0 19
0 0
0 58
No
No
No
Yes

4. Birch St (NS) at Bristol St South (EW)
452
500
1590
0 5
6 16
0 0
32 -13
0 No
Yes
No
No

5. MacArthur Blvd (NS) at Campus Dr (EW)
548
1441
697
256
6 15
7 3
9 -2
0 0
Yes
No
No
No

6. MacArthur Blvd (NS) at Birch St (EW)
469
986
321
225
5 10
4 3
0 -2
12 0
No
No
Yes
No

7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) 842
616
76 251
9 7
1 3
0 -2
0 -2
No
No
No
No

8. MacArthur Blvd (NS) at Jamboree Rd (EW)
983
652
1093
1462
10 7
12 15
-6
-4
20 -3
No
No
Yes
No

9. MacArthur Blvd (NS) at Bison Ave (EW)
1553
2068
231
314
16 21
3 4
-8
5 0
0 No
No
No
No

10. Jamboree Rd (NS) at Campus Dr (EW)
1109
2005
226
466
12 21
3 5
15 -3
0 0
Yes
No
No
No

11. Jamboree Rd (NS) at Bristol St North (EW)
2546
1242
0 0
26 13
0 0
1 -12
0 0
No
No
No
No

12. Jamboree Rd (NS) at Bristol St South (EW)
1741
824
2528
0 18
1 9
26 0
-6
0 18
0 No
No
No
No

13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) Ell 1277
r2012
483
461
13 21
5 5
-6
5 0
0 No
No
No
No
ID Study Intersection
PM Peak Hour Approach Totals
1% of TPO Volume
PM Peak Hour Project Volume
Threshold Met?
TPO Year 2027 Without Project
NB
SB
EB
WB
NB
SB
EB
WB
NB
SB
EB
WB
NB
SB
EB
WB

1. Campus Dr (NS) at Bristol St North (EW)
1092
1392
0 2122
11 14
0 22
0 0
0 -8
No
No
No
No

2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
1022
823
1760
0 11
9 18
0 1
-5
9 0
No
No
No
No

3. Birch St (NS) at Bristol St North (EW)
420
779
0 2057
5 8
0 21
0 0
0 -13
No
No
No
No

4. Birch St (NS) at Bristol St South (EW)
521
616
1240
0 6
7 13
0 0
-5
11 0
No
No
No
No

5. MacArthur Blvd (NS) at Campus Dr (EW)
1030
1149
529
800
11 12
6 8
0 7
0 0
No
No
No
No

6. MacArthur Blvd (NS) at Birch St (EW)
686
798
484
513
7 9
5 6
0 7
-1
0 No
No
No
No

7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) 706
647
278
538
8 7
3 6
0 7
0 2
No
Yes
No
No

8. MacArthur Blvd (NS) at Jamboree Rd (EW)
1002
1354
1176
1423
11 14
12 15
9 10
-5
12 No
No
No
No

9. MacArthur Blvd (NS) at Bison Ave (EW)
2365
1761
406
316
24 18
5 4
4 -6
0 0
No
No
No
No

10. Jamboree Rd (NS) at Campus Dr (EW)
1793
1187
508
648
18 12
6 7
1 12
0 0
No
Yes
No
No

11. Jamboree Rd (NS) at Bristol St North (EW)
2794
1413
0 0
29 15
0 0
10 31
0 0
No
Yes
No
No

12. Jamboree Rd (NS) at Bristol St South (EW)
2304
806
2406
0 24
9 25
0 4
0 5
0 No
No
No
No

13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) 2161
1873
383
463
22 19
4 5
4 -4
0 0
No
No
No
No
Apx-263

APPENDIX F

EXISTING VMT PER POPULATION MAP
Apx-264

LSA

NO SCALE
SOURCE: Urban Crossroads
FIGURE 2
SB 743 Vehicle Miles Traveled Implementation Guide
Existing VMT per Population
Compared to Regional Average
I:\CNB1702.02\G\Exist_ VMT_Per_Pop.odr (5/28/2020) Apx-265

GANDDINI GROUP INC.
714.795.3100 1 ganddini.com

APPENDIX G

SEWER STUDY

1400 Bristol St N
Newport Beach, California 92660
Sewer Capacity Study
by TAIT & Associates
Sewer Capacity Study
For
1400 Bristol St N
Newport Beach, CA 92660
August 11, 2023
?ROFESS/0\
W
T Y o.$ 95 Z 2
OF
David Sloan, P.E.

Registered Civil Engineer No. 82595
Exp.: 9 30 24
Prepared for:

The Picerne Group
5000 Birch St, Suite 600
Newport Beach, CA 92660
(949) 487-6262
Prepared by:

TAIT
USING T6 TII [ CH.LL[ 4:i
Tait & Associates, Inc.
701 N. Parkcenter Drive
Santa Ana, CA 92705
(714) 560-8200
TAIT JOB # SP9003

1400 Bristol St N
Newport Beach, California
Table of Contents
Sewer Capacity Study
by TAIT & Associates
Section1 Study Purpose........................................................................................................... 2 Section 2 Existing Site Location & Information........................................................................ 2 Section 3 Proposed Site Description......................................................................................... 3 Section 4 Sewer System Layout................................................................................................ 4

4.1 Existing Sewer System...................................................................................................... 4

4.2 Proposed Sewer System................................................................................................... 5 Section5 Design Criteria........................................................................................................... 5

5.1 Sewer Design Criteria....................................................................................................... 6

5.2 Available Pipe Capacity.................................................................................................... 7

5.3 Existing Flow Rates........................................................................................................... 8

5.3 Proposed Flow Rates...................................................................................................... 10 Section 6 Results and Conclusion........................................................................................... 12 AppendixA — Vicinity Map.............................................................................................................. A Appendix B — Sewer Design Criteria............................................................................................... B Appendix C— Existing Flow Calculations......................................................................................... C Appendix D — City of Newport Beach SMP Exhibits........................................................................ D

1400 Bristol St N
Newport Beach, California 92660
Section 1 Study Purpose
Sewer Capacity Study
by TAIT & Associates
The purpose of this study is to provide a site -specific sewer capacity study to assess the amount of wastewater generated by the proposed development of the project site at 1400 Bristol St N, Newport Beach, CA. This sewer study will assess if the city sewer system capacity is sufficient when the project site is redeveloped from a commercial site to a residential site and if the change in sewer usage complies with the City of Newport Beach's design criteria indicated in the City's Sewer Master Plan (SMP).

Section 2 Existing Site Location & Information
The proposed project site, approximately 2.38-acres, is located in the City of Newport Beach, Orange County, California. The site is at the North-West corner of Bristol Street N and Spruce Street and has an existing office building structure along with a surface parking lot. The current land use is for a 2-story office complex. The site is relatively flat and drains from North to South, and is identified as Assessor Parcel Number 427-332-02. The zoning code is PC-11 and the site is enclosed by an existing parking lot to the West and North, Spruce Street to the East and Bristol Street to the South. See Figure 1 Below as well as Appendix A for project Vicinity Map Information.

Figure 1. Vicinity Map
2 1400 Bristol St N Sewer Capacity Study
Newport Beach, California by TAIT & Associates
Section 3 Proposed Site Description
The proposed project is comprised of a 6-story podium apartment building with two levels of subterranean parking. The proposed building height is approximately 80 feet. A leasing office, mailroom, fitness center, and business center will be on the ground level on the corner of Bristol and Spruce. Vehicular access to the building will be from proposed driveways on Bristol Street and on Spruce Avenue. See Figure 2 below for general site configuration.

Figure 2. Proposed Site Conditions at the Project Site
3 1400 Bristol St N
Newport Beach, California
Section 4 Sewer System Layout

4.1 Existing Sewer System
Sewer Capacity Study
by TAIT & Associates
An existing sewer lateral off of Spruce Street connects the project site to the existing 8" VCP public sewer main. The subject public sewer main originates on Spruce Street at the existing sewer laterals, with manhole ID MHM28_019, and drains in the northeast direction to manhole MHM28 018 at Quail Street. The sewer main then increases to a 10" diameter VCP and continues to the southeast to manhole MHM28 033 located at the intersection of Qual Street and Dove Street. The sewer system maintains a 10" diameter and continues to the north to manhole MHM28_003 located at the intersection of Dove Street and Newport Place. The sewer main then increases to 15" diameter and continues to the east to Macarthur Blvd. and then to the north to MHM28 051. The sewer main then increases to an 18" diameter and continues for a short run to MHM27 to discharge in to the OCSD sewer main. See Figure 3 for a graphic representation of the existing sewer system servicing the project site.

R
9I7� LEGEND
Q ' Curren[
- Pm��ous
fV NM28-051 0
MHM28-003 i[%Vgk]H1F1 ""
t
4k X
c� {
e� X
Sf\ m
I
I
t plCl W'•'f,{t f l 53Si
.l
MHM 28-033
r
Figure 3. Existing Sewer System at the Project Site
M

1400 Bristol St N
Newport Beach, California

1.2 Proposed Sewer System
Sewer Capacity Study
by TAIT & Associates
No change or extensions to the public sewer system layout is proposed as part of this project and the existing 8" VCP sewer lateral servicing the site is proposed to be re -used for the development. The only change proposed will be made for the land use of the project site from a commercial use to a residential use. The project site is currently a 2-story office complex with surface parking behind. The proposed project will redevelop the site to construct a 6 story 230- unit podium building, with 5 levels of residential apartment (type III) over one level on grade parking garage, and 2 levels of sub-terranean parking (type 1). The change of use for the site is anticipated to increase the rate of discharge to the system and are further detailed and justified below.

Additional proposed projects in Sewer Tributary: In addition to this project, four other developments are currently known to be planned within the same sewer tributary. The noted projects are:
• 1300 Bristol Street (193 Apartment Units)
• 1401 Qual Street (78 Apartment Units)
• 1600 Dove Street (282 Units)
• 1660 Dove/1701 Corinthian (350 Units)
This report has been prepared to consider the flow increased from each of the above noted projects and any associated sewer capacity upgrades that may be required. 5 1400 Bristol St N
Newport Beach, California
Section 5 Design Criteria
-.1 Sewer Design Criteria
Sewer Capacity Study
by TAIT & Associates
Design criteria utilized in this report are based on the City of Newport Beach's Sewer Master Plan (SMP) prepared by AKM Consulting Engineers (August 2010). The focus of this study is to calculate the generation rates for the existing and proposed development based on land use generation rates in order to calculate the projected ratio of flow depth versus pipe diameter (d/D).
d/D Requirements: Based on the City' SMP, existing sewer pipes are considered deficient if this ratio is greater than 0.6 at peak dry weather flows and 0.8 at peak wet weather flows.

Manning's Friction Factor: Per City's SMP requirements a Manning's friction factor of 0.013 has been utilized on all flow calculations.

Flow Generation Rates: Since water use records were unavailable to the parcels in the sewer system, a typical unit flow factor of 2,500 gallons per day per acre (gpd/ac) is utilized for the project based on the commercial use and the maps provided in the City's SMP (see Appendix D).

Peaking Factor (Dry Weather): Per the City's SMP, a peaking factor formal has been applied to the calculated daily generation rates as follows:

PDWF (mgd) = 2.20 x ADWF (mgd) 0.92
See Table 1 below for a brief summary of the key design factors utilized in the report and Appendix B for a listing of the City's required design criteria for sewer systems.

Table 1. Sewer Design Criteria
Flow Depth vs Pipe
Diameter Ratio (d/D)
Manning's Friction
Factor (n value)
Unit Flow Factor
(gpd/ac)
Peaking Factor

0.6 for all pipe sizes at peak
dry weather flow
PDWF (mgd) _

0.013
2,500

0.92 2.20 x ADWF (mgd)

0.8 for all pipe sizes at peak
wet weather flow
9 1400 Bristol St N
Newport Beach, California
;.2 Available Pipe Capacity
Sewer Capacity Study
by TAIT & Associates
The available pipe capacity for each segment has been determined by identifying the minimum slope of pipe within the reach, and calculating the flows for the given pipe diameter and slope at a d/D ratio = 0.6. Pipe diameter and slopes were obtained from the City of Newport Beach GIS — Map Viewer website. Available flows were calculated utilizing the above noted design factors and the AutoCAD Hydra Flow Express extension on Civil 3D for each critical pipe segment (See Appendix C). The results of the above noted calculations are included in Table 2 below.

Table 2. Available Pipe Capacity of the Existing Sewer System Stream
No.

MH Reach
From
MH Reach
To
Pipe
Diameter
D (in)
Pipe
Diameter
D (ft)
Minimum
Slope
in Reach (%)
Depth of
Flow
@ d/D=0.6
(ft)
Pipe Flow
Q
@ d/D =

0.6 (CFS)
1 MHM28 019
MHM28 018
8 0.67
1 0.4

0.82 2
MHM28 018
MHM28 033
10 0.83

0.26 0.5

0.75 3
MHM28 033
MHM28 003
10 0.83

0.4 0.5

0.93 4
MHM28 003
MHM28 051
15 1.25

0.2 0.75

1.95 ---
MHM28 051
MHM27
18 1.5

0.2 0.9

3.17 7

1400 Bristol St N
Newport Beach, California
';.3 Existing Flow Rates
Sewer Capacity Study
by TAIT & Associates
Existing daily flow rates were calculated based on total tributary parcel acreage and the above noted generation rates. See Figure 4 below for the assumed tributaries for each sewer segment and refer to Appendix C for a listing of all Area -Based Flow Calculations Figure 4. Existing Wastewater Flows to Important Manholes 9 1400 Bristol St N
Newport Beach, California
Sewer Capacity Study
by TAIT & Assnrinh-s
The tributary areas generating incremental inflow along the primary system (highlighted in Figure 2) have been designated as inflow #1. Other tributary inflows that are added to the system only at the key manholes have been identified as inflow #2. The total sub area outflows for main manholes in the system are then calculated as the sum of inflow #1 and #2. The key manholes that are taken into consideration for the sewer system are identified in Table 3 below with the correlating daily flow rates for each inflow:

Table 3. Generation Rates by Tributary Area

EXISTING GENERATION RATES BY TRIBUTARY AREA
STREAM 1
STREAM 2
STREAM 3
STREAM 4
Sub Area Flow to
Sub Area Flow to
Sub Area Flow to
Sub Area Flow to
MHM28_018
MHM28_033
MHM28_003
MHM28_051
Inflow #1
Areas (Ac)

7.91 14.48

20.60 6.43
Inflow #1
Flows (gpd)
19,775.00
36,187.50
51,508.33
16,083.33
Inflow #2
Areas (Ac)

23.96 11.19

60.10 -
Inflow #2
Flows (gpd)
59,906.25
27,962.50
150,252.08
-
TOTALSub
Area Flow
79 681.3
64,150.0
201,760.4
16,083.3
Generation
(gpd)
The total cumulative flows for each segment have subsequently been calculated by summing the total sub -area flow generated from the up -stream manhole (as applies) with the Inflow #1 generation rates for the subject segment. Inflow #2 generation rates are subsequently added at the manhole to create the total system outflow from each manhole. See Table 4 below for a summary of total existing flows.

Table 4. Total Existing Flows at Manhole

TOTAL EXISTING AVERAGE DAILY FLOWS AT MANHOLE
STREAM 1
STREAM 2
STREAM 3
STREAM 4
Total Flow
Total Flow
Total Flow
Total Flow
MHM28_018
MHM28_033 (gpd)
MHM28_003 (gpd)
MHM28_051 (gpd)
(gpd)
Total Existing
Inflow #1
19 775.00
115,868.75
195,339.58
361,675.00
Total Existing
Inflow #2
59,906.25
27,962.50
150,252.08
-
Total Outflow
79,681.25
143,831.25
345,591.67
361,675.00
07 1400 Bristol St N
Newport Beach, California
Sewer Capacity Study
by TAIT & Associates
Given the above noted average daily flows, the average daily flow for inflow #1 of each segment (mainline flows) was converted to million gallon per day (mgd) which was subsequently used to calculate the peak dry weather flow for each segment based on the Peaking Factor Formula provided in the City's SMP [A]. The calculated peak dry weather flow [A] was then converted to cubic feet per second [B] and compared to the available pipe capacity flows [C] for the given segment (see Table 1 for reference of existing pipe capacities) to validate existing sewer system capacity [D].

Table 5. Total Peak Flows and Available Capacity

TOTAL EXISTING PEAK

DRY WEATHER FLOWS AT MANHOLE
STREAM 1
STREAM 2
STREAM 3
STREAM 4
Total Inflow #1 to
MHM28_018
Total Inflow #1 to
MHM28_033
Total Inflow #1 to
MHM28_003
Total Inflow #1 to
MHM28_051
PEAK Flow (mgd)
[A]

0.06 0.30

0.49 0.86
PEAK Flow (cfs)
[A]*1.58 = [B]

0.09 0.47

0.76 1.34
Available Flow @
d/D = 0.6 (cfs) [C]

0.82 0.75

0.93 1.95
Available Capacity
(cfs) [C]-[B] = [D]

0.73 0.28

0.17 0.61
OK
OK
OK
OK

5.3 Proposed Flow Rates
Increase of Flow to Stream #1: The total area of the project site at 1400 Bristol St N, Newport Beach, CA is 2.38 acres. Utilizing the typical unit flow factor of 2500 gpd/ac, the existing flow at the project location is calculated as 5,950 gpd. According to the City's SMP, the residential unit flow factors range from 110 gpd/du to 240 gpd/du (see Appendix D for the City's SMP Unit Flow Factor Map). Based on a review of similar parcels within the City, a generation rate of 160 gpd/du has been selected for the subject parcel. Given the proposed 230 dwelling units, the calculated daily flow for the proposed condition is 36,800 gpd. As a result, the total increase in daily flow is calculated as the difference between the proposed flow and existing flow at the project site, being 30,850 gpd. Results of this calculation are summarized in Table 6:

In addition to this proposed development, two other proposed developments are located along Stream #1. Namely:
10 1400 Bristol St N
Newport Beach, California
• 1300 Bristol Street (193 Apartment Units)
• 1401 Qual Street (78 Apartment Units)
Sewer Capacity Study
by TAIT & Associates
Per the previously prepared sewer capacity study for 1300 Bristol Street by Tait Dated August 30, 2021, and the previously prepared sewer capacity study for 1401 Quail Street by others, the total increase of sewer flows from the adjacent 1300 Bristol Street and 1401 Qual St developments are as follows:

Table 6. Total Daily Flow Increase at the Project Site (Flows to MHM28_018) Existing Flow at
Proposed Flow at
Total Increase in
Project Site (gpd)
Project Site (gpd)
Flow (gpd)
Proposed Project:
5,950
36,800
30,850
1400 Bristol
Previous Project:
4,925
30,880
25,955
1300 Bristol
Previous Project (by others):
4,275
12,480
8,205
1401 Quail
TOTALS:
15,150
80,160
65,010
Additional Increase of Flow to Stream #4: Furthermore, two additional developments which are tributary to Stream #4 have been identified by the City. Namely:
• 1600 Dove Street (282 Units)
• 1660 Dove/1701 Corinthian (350 Units)
The total area of the project site at 1600 Dove St is 2.49 acres and is proposed for 282 future apartment units. The total area of the project sites at 1660 Dove St & 1701 Corinthian Way, is

5.68 acres and is proposed for 350 future apartment units. Utilizing the above noted typical unit flow factor of 2,500 gpd/ac for existing and 160 gpd/du for proposed, the results of the existing and proposed flow calculation are summarized in Table 7:

Table 7. Additional Daily Flow Increase to Inflow #1 to MHM28_051 Existing Flow at
Project Site (gpd)
Proposed Flow at
Project Site (gpd)
Total Increase in
Flow (gpd)
1600 Dove
6,225
45,120
38,895
Proposed Project (by others):
1660 Dove/1701 Corinthian
14,200
56,000
41,800
TOTALS:
20,425
101,120
80,695
11 1400 Bristol St N
Newport Beach, California
Sewer Capacity Study
by TAIT & Assnrinh-s
Based on the above noted total increase in daily sewer generation rates, the total system peak flows for Stream #1 & #4 were re -calculated with the additional inflow added into each stream's calculations. The results of the proposed system flows are presented in Table 8 below.

Table 8. Total Proposed Flows
TOTAL PROPOSED DRY WEATHER FLOWS AT MANHOLE (EXISTING + DEVELOPMENT) STREAM 1
STREAM 2
STREAM 3
STREAM 4
Total Inflow #1 to
Total Inflow #1 to
Total Inflow #1 to
Total Inflow #1 to
MHM28_018
MHM28_033
MHM28_003
MHM28_051
Total Proposed
Average Daily
84,785.00
180,878.75
260,349.58
507,380.00
Inflow #1(gpd)
PEAK Flow (mgd)
[A]

0.23 0.46

0.64 1.18
PEAK Flow (cfs)
[A]*1.58 = [B]

0.35 0.71

0.99 1.82
Available Flow
@d/D = 0.6 [C]

0.82 0.75

0.93 1.95
Available Capacity

0.47 0.04
(0.06)

0.12 (cfs) [B]-[A] = [D]
OK
OK

DEFICIENT
OK
Section 6 Results and Conclusion
Based on the above noted calculations, data, and the City's SMP design guidelines, the combined effects of the proposed redevelopment of the noted sites located along Stream #1 (1300 Bristol, 1400 Bristol, and 1401 Quail) from commercial to high density residential will result in a portion of Stream #3 falling slightly above the City's minimum design requirements for the required depth to diameter ratio.

As the total tributary along Stream #3 is large (-31 Acres) and generates a total of 0.33 cfs within itself, of which only 0.06 cfs is over capacity, the replacement of the entire stretch of pipe is not required. As a result, an equivalent area calculation was conducted to confirm the total existing tributary of commercial property that would generate the final 0.06 cfs of sewer flows within the tributary to identify the limits of pipe that will require capacity upgrades.

Based on the previously noted sewer generation rate of 2,500 gpd for the existing conditions and the peak flow calculation methods indicated in Section 5.1, the total equivalent tributary area required to generate up to 0.06 cfs is approximately 5 acres of tributary land.

Required replacements are anticipated to include the removal of the existing 10" VCP and installation of a new 12" VCP sewer main between Newport Place (MHM28_003) and Manhole 12 1400 Bristol St N
Newport Beach, California
Sewer Capacity Study
by TAIT & Associates
MHM28_041 which is located approximately 435 feet south of Newport Place. See Figure 5 below for a graphic summary of the tributary area (yellow), contributing parcels for the overage (red cross hatch), and limits of sewer replacement (bold red line).

Figure 5 — Sewer Replacement Limits
As multiple developments are contributing to the overage of the give segment of pipe, it is anticipated that the cost of sewer main replacements will be shared by each development.

Given that each development has varying mixes of studio through three -bedroom units, it is recommended that the cost sharing program be based on total contributing residential square footage rather than by total number of units.

Should you have any questions regarding this report, please do not hesitate to contact David Sloan at (714) 560-8643 or [email protected].
13 1400 Bristol St N
Newport Beach, California 92660
Appendix A - Vicinity Map
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP9003 Appendix A

1400 Bristol St N
Newport Beach, California
Appendix B - Sewer Design Criteria
Sewer Capacity Study
by TAIT & Associates
TAIT JOB # SP9003 Appendix B

Sewer System Criteria
Collection Svstem
Ml tilmuro PIpe SIze
i I:

Minirnum VeW

2.0 fV80c at avoraga flow

3.0 fVsoc. at peak dry weather flow
Pips Depth to Diameter

0.60 for el I pipe sizes at peak dry weather Now
Rabb for Exoslr" Pipes

0.80 for al pipe SizeS at peak wet weather flow
Pipe Depth to Diameter

0.50 for pipes 15-inches and smaller at peak dry weather flow Ratio for New

0.60 for pipes 18-inches and larger at peak dry weather flow GonsIraclion

0.80 for al I pipe sizes at peak wet weather flow
Minim urn Seror Slopes
Serer
Size
2 fVse c
veav-rity
3 fiVsoc
Woo ky
10 0.0022

0.0049
12 0.0017'
00038
is
0,0013

0.0029
is
0-0010

0.0022
21 0.0008

0.0018
24 O-O D07

0. 00115
* ssumaog &D = 0, 60 and n=0.013

1400 Bristol St N
Newport Beach, California
Sewer Capacity Study
by TAIT & Associates
Appendix C - Existing Flow Calculations
TAIT JOB # SP9003 Appendix C

Area Based Sewere Generatoin Rates (2,500 gpd/Ac)
Parcel #
Area (acre)
Tribuary to MH
Inflow #
Flow (GPD)
1400 Bristol St

2.38 MHM28 018
#1
5,950
1300 Brsitol St

1.97 MHM28 018
#1
4,925
1401 Quail St

1.7 MHM28 018
#1
4,250
1301 Quail St

1.85 MHM28 018
#1
4,625
1400 Quail St

1.47 MHM28 018
#2
3,675
1451 Quail St

0.705
MHM28 018
#2
1,763
1451 Quail St

0.705
MHM28 018
#2
1,763
1500 Quail St

1.586666667
MHM28 018
#2
3,967
1500 Quail St

0.793333333
MHM28 018
#2
1,983
1501 Quail St

1.11 MHM28 018
#2
2,775
1501 Quail St

1.11 MHM28 018
#2
2,775
1701 Quail St

1.22 MHM28 018
#2
3,050
1811 Quail St

0.69 MHM28 018
#2
1,725
No Site Address

2.1525
MHM28 018
#2
5,381
3880 Birch St

1.21 MHM28 018
#2
3,025
2 Upper Newport Plaza Dr

0.18 MHM28 018
#2
450
6 Upper Newport Plaza Dr

0.76 MHM28 018
#2
1,900
3 Upper Newport Plaza Dr

0.2 MHM28 018
#2
500
4 Upper Newport Plaza

0.54 MHM28 018
#2
1,350
6 Upper Newport Plaza Dr

0.76 MHM28 018
#2
1,900
6 Upper Newport Plaza Dr

0.76 MHM28 018
#2
1,900
7 Upper Newport Plaza Dr

0.31 MHM28 018
#2
775
6 Upper Newport Plaza Dr (Different)

0.23 MHM28 018
#2
575
3620 Birch St

0.9 MHM28 018
#2
2,250
3610 Birch St

1.13 MHM28 018
#2
2,825
3600 Birch St

0.93 MHM28 018
#2
2,325
1550 Bristol St N

0.86 MHM28 018
#2
2,150
6 Upper Newport Plaza Dr

0.18 MHM28 018
#2
450
1 Upper Newport Plaza Dr

0.21 MHM28 018
#2
525
3636 Birch St

2.38 MHM28 018
#2
5,950
1800 Quail St

0.51 MHM28 018
#2
1,275
1900 Quail St

0.37 MHM28 018
#2
925
1300 Quail St

1.5 MHM28 033
#1
3,750
1301 Quail St

1.85 MHM28 033
#1
4,625
1200 Quail St
1 MHM28 033
#1
2,500
1100 Quail St

1.15 MHM28 033
#1
2,875
1101 Quail St
1 MHM28 033
#1
2,500
1000 Bristol St

3.91 MHM28 033
#1
9,775
1000 Quail St
j 1.52
j MHM28 033
1 #1
1 3,800
895 Dove St

1.975
MHM28 033
#1
4,938

Area Based Sewere Generatoin Rates (2,500 gpd/Ac)
Parcel #
Area (acre)
Tribuary to MH
Inflow #
Flow (GPD)
901 Dove St

0.57 MHM28 033
#1
1,425
900 Bristol St
1 MHM28 033
#2
2,500
3601 Jamboree Rd

2.87 MHM28 033
#2
7,175
895 Dove St

1.975
MHM28 033
#2
4,938
3901 McArthur Blvd

2.67 MHM28 033
#2
6,675
3901 McArthur Blvd

2.67 MHM28 033
#2
6,675
3901 McArthur Blvd

2.67 MHM28 003
#1
6,675
901 Dove St

0.57 MHM28 003
#1
1,425
901 Dove St

0.57 MHM28 003
#1
1,425
3991 McArthur Blvd

0.83 MHM28 003
#1
2,075
1001 Dove St

1.51 MHM28 003
#1
3,775
1101 Dove St

1.49 MHM28 003
#1
3,725
1000 Dove St

0.9 MHM28 003
#1
2,250
1151 Dove St

1.75 MHM28 003
#1
4,375
1201 Dove St

1.795
MHM28 003
#1
4,488
1201 Dove St

1.795
MHM28 003
#1
4,488
1200 Dove St

2.166666667
MHM28 003
#1
5,417
1200 Dove St

2.166666667
MHM28 003
#1
5,417
3991 McArthur Blvd

0.83 MHM28 003
#1
2,075
1050 Dove St

1.56 MHM28 003
#1
3,900
1401 Dove St

1.92 MHM28 003
#2
4,800
1301 Dove St

6.46 MHM28 003
#2
16,150
4100 Newport Place Dr

1.246666667
MHM28 003
#2
3,117
4241 McArthur Blvd

0.72 MHM28 003
#2
1,800
4221 McArthur Blvd

1.1 MHM28 003
#2
2,750
1600 Dove St

0.83 MHM28 003
#2
2,075
4100 Newport Place Dr

1.246666667
MHM28 003
#2
3,117
1601 Dove St

0.9975
MHM28 003
#2
2,494
1601 Dove St

0.9975
MHM28 003
#2
2,494
1600 Dove St

0.83 MHM28 003
#2
2,075
1601 Dove St

0.9975
MHM28 003
#2
2,494
1601 Dove St

0.9975
MHM28 003
#2
2,494
No Site Address

2.1525
MHM28 003
#2
5,381
4000 Westerly PI

1.46 MHM28 003
#2
3,650
No Site Address

2.1525
MHM28 003
#2
5,381
3990 Westerly PI

1.46 MHM28 003
#2
3,650
1500 Quail St

1.586666667
MHM28 003
#2
3,967
1500 Quail St

0.793333333
MHM28 003
j #2
j 1,983
1660 Dove St 014

0.855
MHM28 003
1 #2
1 2,138

Area Based Sewere Generatoin Rates (2,500 gpd/Ac)
Parcel #
Area (acre)
Tribuary to MH
Inflow #
Flow (GPD)
No Site Address

2.1525
MHM28 003
#2
5,381
4200 Birch St

0.6 MHM28 003
#2
1,500
4200 Birch St

0.6 MHM28 003
#2
1,500
1660 Dove St 014

0.855
MHM28 003
#2
2,138
4250 Birch St

0.7 MHM28 003
#2
1,750
4250 Birch St

0.7 MHM28 003
#2
1,750
1600 Dove St

0.83 MHM28 003
#2
2,075
4251 McArthur Blvd

1.08 MHM28 003
#2
2,700
4229 McArthur Blvd

1.45 MHM28 003
#2
3,625
1660 Dove St

1.94 MHM28 003
#2
4,850
1701 Corinthian Way

1.83 MHM28 003
#2
4,575
4301 McArthur Blvd

0.5 MHM28 003
#2
1,250
4301 McArthur Blvd

0.5 MHM28 003
#2
1,250
4341 McArthur Blvd

0.94 MHM28 003
#2
2,350
4343 McArthur BLvd
1 MHM28 003
#2
2,500
4545 McArthur Blvd

3.16 MHM28 003
#2
7,900
4545 McArthur Blvd

3.16 MHM28 003
#2
7,900
1375 Dove St

1.68 MHM28 003
#2
4,200
1660 Dove St St140 (D)

0.2 MHM28 003
#2
500
3901 Westerly PI

0.64 MHM28 003
#2
1,600
3919 Westerly PI

0.37 MHM28 003
#2
925
3900 Birch St

0.97 MHM28 003
#2
2,425
4000 Birch St

0.52 MHM28 003
#2
1,300
4001 Westerly PI

0.86 MHM28 003
#2
2,150
4020 Birch St

0.72 MHM28 003
#2
1,800
4029 Westerly PI

0.52 MHM28 003
#2
1,300
4100 Birch St

0.38 MHM28 003
#2
950
4120 Birch St

0.58 MHM28 003
#2
1,450
4101 Westerly PI

0.97 MHM28 003
#2
2,425
1901 Dove St

0.51 MHM28 003
#2
1,275
1801 Dove St

0.38 MHM28 003
#2
950
4100 Newport Place Dr

1.246666667
MHM28 051
#1
3,117
1200 Dove St

2.166666667
MHM28 051
#1
5,417
4141 McArthur Blvd

2.23 MHM28 051
#1
5,575
4101 McArthur Blvd

0.79 MHM28 051
#1
1,975

Channel Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. 8 IN VCP @ 1% Slope
Circular
Diameter (ft)
Invert Elev (ft)
Slope (%)
N-Value
Calculations
Compute by:

Known Depth (ft)
= 0.67
= 100.00
= 1.00
= 0.013
Known Depth
= 0.40
Elev (ft)
101.00
100.75
100.50
100.25
100.00

99.75 Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
0 1
Sunday, Sep 26 2021
= 0.40
= 0.820
= 0.22
= 3.72
= 1.19
= 0.43
= 0.66
= 0.62
Section
Reach (ft)

Channel Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. 10 IN VCP @ 0.26% Slope
Circular
Diameter (ft)
Invert Elev (ft)
Slope (%)
N-Value
Calculations
Compute by:

Known Depth (ft)
= 100.00
= 0.26
= 0.013
Known Depth
= 0.50
Elev (ft)
101.00
100.75
100.50
100.25
100.00

99.75 Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
0 1
Sunday, Sep 26 2021
= 0.50
= 0.749
= 0.34
= 2.19
= 1.48
= 0.39
= 0.81
= 0.57
Section
Reach (ft)

Channel Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. 10 IN VCP @ 0.4% Slope
Circular
Diameter (ft)
Invert Elev (ft)
Slope (%)
N-Value
Calculations
Compute by:

Known Depth (ft)
= 100.00
= 0.40
= 0.013
Known Depth
= 0.50
Elev (ft)
101.00
100.75
100.50
100.25
100.00

99.75 Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
0 1
Sunday, Sep 26 2021
= 0.50
= 0.930
= 0.34
= 2.72
= 1.48
= 0.43
= 0.81
= 0.62
Section
Reach (ft)

Channel Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. 15 IN VCP @ 0.2% Slope
Circular
Diameter (ft) = 1.25
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Depth
Known Depth (ft) = 0.75
Elev (ft)
102.00
101.50
101.00
100.50
100.00

99.50 Sunday, Sep 26 2021
Highlighted
Depth (ft)
= 0.75
Q (cfs)
= 1.947
Area (sqft)
= 0.77
Velocity (ft/s)
= 2.53
Wetted Perim (ft)
= 2.22
Crit Depth, Yc (ft)
= 0.56
Top Width (ft)
= 1.22
EGL (ft)
= 0.85
Section
0 1 2 3
Reach (ft)

Channel Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. 18 IN VCP @ 0.2% Slope
Circular
Diameter (ft) = 1.50
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Depth
Known Depth (ft) = 0.90
Elev (ft)
102.00
101.50
101.00
100.50
100.00

99.50 Sunday, Sep 26 2021
Highlighted
Depth (ft)
= 0.90
Q (cfs)
= 3.166
Area (sqft)
= 1.11
Velocity (ft/s)
= 2.85
Wetted Perim (ft)
= 2.66
Crit Depth, Yc (ft)
= 0.68
Top Width (ft)
= 1.47
EGL (ft)
= 1.03
Section
0 1 2 3
Reach (ft)

1400 Bristol St N
Newport Beach, California
Sewer Capacity Study
by TAIT & Associates
Appendix D - City of Newport Beach SMP Exhibits
TAIT JOB # SP9003 Appendix D

CITY
OF

HUNTINGTON
BEACH

PACIFIC OCEAN
N
0 2,000 4,000
Newport Pier
8,000
N Feet
Balboa Pier

PACIFIC OCEAN
4?
Br
e a ohs
f
,00
a�
-go Creek Channel
``1
■1
JQ'
San
?S,bo oa4uiry
�atioh . o OSo
r
CITY
OF
IRVINE
Legend
City Boundary
Service Area Boundary
Commercial
General Industrial
Mixed Use Horizontal
_
Mixed Use Vertical and Water Related
_
Open Space
Public Facilities
Private Institutions
Parks and Recreations
Multiple Unit Residential
Single Unit Residential Attached
Single Unit Residential Detached
Two Unit Residential
Tideland and Submerged Lands
CITY
OF

LAGUNA BEACH
p .�
iA�
���
�� g.lk
i ���
PROJECT NO: 310735.10
DATE: May 2009

CITY OF NEWPORT BEACH

SEWER MASTER PLAN
Genaral Plan
Land Use
Figure 3-4

/V
TF

State of California - Department of Fish and Wildlife
2024 ENVIRONMENTAL DOCUMENT FILING FEE

CASH RECEIPT
DFW 753.5a (REV. 01101/23) Previously DFG 753.5a
SEE INSTRUCTIONS ON REVERSE. TYPE OR PRINT CLEARLY.

LEAD AGENCY I LEADAGENCY EMAIL

CITY OF NEWPORT BEACH

COUNTYISTATE AGENCY OF FILING
Orange

PROJECT TITLE
RESIDENCES AT 1400 BRISTOL STREET (PA2022-0296)
Print--- tart0l+er Save
RECEIPT NUMBER:
30 ---- 04110/2024 — 0280
iTATE CLEARINGHOUSE NUMBER (if applicable)
2006011119
)ATE
04/1012024
)OCUMENT NUMBER
202485000289

PROJECT APPLICANT NAIVE PROJECT APPLICANT EMAIL PHONE NUMBER THE PICERNE GROUP (949 ) 644-3234

PROJECTAPPLICANT ADDRESS CITY STATE ZIP CODE
6000 BIRCH STREET, STE 600 NEWPORT BEACH CA 92660
PROJECT APPLICANT (Check appropriate box)
❑ Local Public Agency ❑ School District C] Other Special District ❑ State Agency ❑✓ Private Entity CHECK APPLICABLE FEES:

Environmental Impact Report (EIR)
❑ MilgatedlNegative Declaration (MND)(ND)
❑ Certified Regulatory Program (CRP) document - payment due directly to CDFW ❑ Exempt from fee
❑ Notice of Exemption (attach)
❑ CDFW No Effect Determination (attach)
❑ Fee previously paid (attach previously issued cash receipt copy) $4,051.26
$
4,051.25
$2,916.75
$

0.00 $1,377.25
$

0.00 ❑ Water Right Application or Petition Fee (State Water Resources Control Board only) $850.00 $ p County documentary handling fee $
❑ Other $
PAYMENT METHOD:
❑ Cash ❑ Credit © Check ❑ Other TOTAL RECEIVED $

SIGNATURE AGENCY OF FILING PRINTED NAME AND TITLE
X f- CARINA HERRERA, DEPUTY
4,101.25
ORIGINAL -PROJECT APPLICANT COPY-CDFWfASB COPY-LEADAGENCY COPY -COUNTY CLERK DFW753.5a{Rev.01101r1D23)

ORANGE COUNTY

CLERK -RECORDER

CEQA FILING COVER SHEET
W- 0 41 MO 12d2L] - 02190
Recorded in Official Records, Orange County
Hugh Nguyen, Clerk -Recorder
I lull l I Illlll III Illll illll 111111111111111 jljIj 11111 Jill 11111111111 Il jllI 4101.25 *$ R D 0 1 4 8 8 7 1 3 3$
2024850002891.54 pm 04/10124
477 Vitlncix Z02

0.00 60.00 0.00 0.00 0.00 0.00 0.00 0.00
Complete and attach this form to each CEQA Notice filed with the County Clerk -Recorder

TYPE OR PRINT CLEARLY
Proiect Title
RESIDENCES AT 1400 BRISTOL STREET (PA2022-0296)
Check Document being Piled,
OEnvironmental Impact Report (EIR)
QMitigated Negative Declaration (MND) or Negative Declaration (ND) 0 Notice of Exemption (NOE)
0 Other (Please fill in type):

FILED
APR 10 2024

ORANGE COUNTY CLERK -RECORDER DEPARTMENT
BY! C_ L' _iiEPUTY

FILED IN THE OFFICE OF THE ORANGE
COUNTY CLERK -RECORDER ON April 10, 2024
Posted for 30 days
DEPu-ry CARINA HERRERA
Filing fees are due at the time a Notice of Determination/Exemption Is filed with our office.For more Information on filing fees and No Effect Determinations, please rotor to California Code of Regulations, Title 14, section 763.6.

Notice of Determination
FILL®
APR 10 20A

ORANGE COUNTY CLERK -RECORDER DEPARTMENT
BY. C -�A DEPUTY
To: Orange County Clerk -Recorder From: City of Newport Beach 601 N, Ross Street Community Development Department
Santa Ana, CA 92701 100 Civic Center Drive
Newport Beach, CA 92660
Office of Planning and Research Contact: Ms. Liz Westmoreland, AICP 1400 Tenth Street Phone: (949) 644-3234
Sacramento, CA 95814
Subject: Filing.of Notice of Determination in compliance with Section 21152 of the }public Resources Code State.Ctearinghouse Number: 2006011119
Project Title: Residences at 1400 Bristol Street (PA2022-0296) Project Applicant: The Picerne Group, 6000 Birch Street, Ste. 600, Newport Beach, California 92660 Project Location: 1400 Bristol Street North, Newport Beach, Orange County, California (APN No, 427-332-02).

The approximately 2,38-net acre project site is located at northwest corner of Bristol Street and Spruce Street.

Project Description: The project includes demolition of two existing office buildings and construction of 229 for - rent units and a 422-space parking structure with a pedestrian bridge over the Spruce Street right-of-way to the approved but not yet constructed Residences at 1300 Bristol Street project.. The parking structure includes one level on -grade (podium level) and two levels below, grade with five levels of residential above the podium. Of the 229 units, 23 units would be affordable and restricted to very -low-income households. The remaining 203 units would be market -rate for -rent apartment units.

The project required the following approvals by the City of Newport Beach City Council:

Adopt Resolution No.2024-22 to adopt Addendum No. 7 to the certified Final-2006 General Flan Update Program Environmental Impact Report (General Plan Program EIR), as amended, for the Residences at 1400 Bristol Street Project (PA2022-0296);
Adopt Resolution No. 2024 23, to approve a General Plan Amendment, Site Development Review, Affordable Housing Implementation Plan and Traffic Study for the Residences at 1400 Bristol Street Project (PA2022-0296); Introduce Ordinance No. 2024-8 to approve a Planned Community Development Plan Amendment for the Residences at 1400 Bristol Street Project with the second reading on April 23, 2024; Introduce Ordinance No. 2024-9, approving a Development Agreement for the Residences at 1400 Bristol Street Project with the second reading on April 23, 2024:

Adopt Resolution No. 2024 24, finding the Residences at 1400 Bristol Project Is consistent with the purposes of the State Aeronautics Act and overriding the Orange County Airport Land Use Commission's determination that the Residences at 1400 Bristol Project is Inconsistent with the 2008 John Wayne Airport FEnvirons Land Use Plan (PA2022-0296).

The Residences at 1400 Bristol Street Addendum to the to the General Plan EIR evaluates whether the Project would have any new significant or more severe significant adverse environmental impacts beyond those analyzed and addressed in the General Plan Program EIR. The Addendum confirmed that the Project would not result in

new or more severe significant adverse impacts and that none of the circumstances set forth in Public Resources Code Section 21166 or CEQA Guidelines Section 15162(a) were present, and that no further environmental review is necessary for the Project.

This is to advise that the City of Newport Beach, as Lead Agency, approved the above -described Project at the April 9, 2024 City Council meeting, and has made the following determinations regarding the above described project.

1. An Environmental Impact Report (SCH 2O06011119) previously was prepared and certified for the General Plan Program EIR pursuant to the provisions of CEQA. An Addendum was prepared and adopted which confirms that the Project would not result In new or more severe significant adverse impacts and that none of the circumstances set forth in Public Resources Code Section 21166 or CEQA Guidelines Section 15162(a) were present.
•2, Compliance with General Plan policies were made a condition of the approval of the Project.

3. A mitigation reporting or monitoring plan is not required for an Addendum_

4. A Statement of Overriding Considerations was not adopted for the Project.

5. Findings were made pursuant to the provisions of CEQA.

This is to certify that the General Plan Program EIR, Residences at 1400 Bristol Street Addendum to the General Plan Program EIR, and the record of the Project is available to the general public at the City of Newport Beach, Community Development Department, 100 Civic Center Drive, Newport Beach, CA 92660. "'Mim
Date: April
Name/Title: Li
Oca yiner
APR 10 20
ORARGE CouRTY CLERK RECORDER DEPARTMENT
BY, C •" DEPUTY

State of California - Department of Fish and Wildlife
2024 ENVIRONMENTAL DOCUMENT FILING FEE

CASH RECEIPT
DFW 753.5a (REV.01/01/23) Previously DFG 753.5a
CLEARLY.
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RECEIPT NUMBER:
30 — 04/24/2024 — 0376
STATE CLEARINGHOUSE NUMBER (If applicable)
2006011119

LEAD AGENCY LEADAGENCY EMAIL DATE
CITY OF NEWPORT BEACH 1 1 04/24/2024
202486000386
RESIDENCES AT 1400 BRISTOL STREET (PA2022-0296)

PROJECTAPPLICANT NAME PROJECT APPLICANT EMAIL PHONE NUMBER THE PICERNE GROUP (949 )644-3234

PROJECTAPPLICANTADDRESS CITY STATE ZIP CODE
5000 BIRCH STREET, STE. 600 NEWPORT BEACH CA 92660
PROJECT APPLICANT (Check appropriate box)
❑ Local Public Agency ❑ School District ❑ Other Speclal District ❑ State Agency ❑✓ Private Entity CHECK APPLICABLE FEES:
❑ Envlronmental Impact Report (EIR)
❑ MltigatediNegative Declaration (MND)(ND)
❑ Certified Regulatory Program (CRP) document - payment due directly to CDFW ❑ Exempt from fee
❑ Notice of Exemption (attach)
❑ CDFW No Effect Determination (attach)
Q Fee previously paid (attach previously Issued cash receipt copy) $4,051.25 $ 0.00
$2,916.76 $ 0.00
$1,377.25 $ 0.00
❑ Water Right Application or Petition Fee (State Water Resources Control Board only) $850.00 O County documentary handling fee
❑ Other
PAYMENT METHOD:
❑ Cash Fl Credit ❑ Check ❑ Other TOTAL RECEIVED $

SIGNATURE
IJt141mr.101onI" a

ICARINA HERRERA DEPUTY
$ 0.00
$ 50.00
ME
ORIGINAL- PROJECT APPLICANT COPY-CDPWIASS COPY -LEAD AGENCY COPY -COUNTY CLERK DFW 753.5a IRev. 011012023)

ORANGE COUNTY

CLERK -RECORDER

CEQA FILING COVER SHEET
30-04V��2��-41zo2U-O3`7(o
Recorded in DfFictat Records, Orange County
1111111llllllll�lllllllllil I IIIIIIIIII�IIIIII IIIIII50,00 *$ R 0 0 1 4 9 1 0 7 6 3
202485000386 2:10 pin 04/24/24
477 Vitlndx Z01

0.00 60.00 0.00 0.00 0.00 0.00 0.00 0.00
Complete and attach this form to each CEIA Notice filed with the County Clerk -Recorder

TYPE OR PRINT CLEARLY
Protect Title
RESIDENCES AT 1400 BRISTOL STREET (PA2022-0296)
Check Document being Filed.,
V Environmental Impact Report (EIR)
OMitigated Negative Declaration (MND) or Negative Declaration (ND) ONotice of Exemption (NOE)
OOther (Please fill in type):

FILED
APR 2 4 2024
ORANGE COUNTY CLERR0ECCORDERDEPARTMENT
DBY.,LE`—� - ` ` DEPUTY

FILED IN THE OFFICE OF THE ORANGE
COUNTY CLERK -RECORDER ON April 24. 2024
Posted for 30 days

DEPUTY CARINA HERRERA
Filing fees are due at the time a Notice of Determination/Exemption is filed with our offlce.For more Information on filing fees and No Effect Determinations, Please rotor to California Code of Regulations, Title 14, section 753.5.

FILED
APR 2 4 2024

ORANGE COUNTY CLERK -RECORDER DEPARTMENT
BY: C • 14 DEPUTY
Notice of Determination
To: Orange County Clerk -Recorder From: City of Newport Beach 601 N. Ross Street Community Development Department
Santa Ana, CA 92701 100 Civic Center Drive
Newport Beach, CA 92660
Office of Planning and Research Contact: Ms. Liz Westmoreland, AICP 1400 Tenth Street Phone: (049) 644-3234
Sacramento, CA 95814
Subject: Filing of Notice of Determination In compliance with Section 21152 of the Public Resources Code State Clearinghouse Number: 2006011119
Project Title: Residences at 1400 Bristol Street (PA2022-0296) Project Applicant: The Picerne Group, 6000 Birch Street, Ste. 600, Newport Beach, California 92660 Project Location: 1400 Bristol Street North, Newport Beach, Orange County, California (APN No. 427-332-02).

The approximately 2.38-net-acre project site is located at northwest corner of Bristol Street and Spruce Street.

Project Description: The project includes demolition of two existing office buildings and construction of 229 for - rent units and a 422-space parking structure with a pedestrian bridge over the Spruce Street right-of-way to the approved but not yet constructed Residences at 1300 Bristol Street project. The parking structure includes one level on -grade (podium level) and two levels below grade with five levels of residential above the podium. Of the 229 units, 23 units would be affordable and restricted to very -low-income households. The remaining 203 units would be market -rate for -rent apartment units.

The project required the following approvals by the City of Newport Beach City Council:

Second Reading of Ordinance No. 2024-8 to approve a Planned Community Development Plan Amendment for the Residences at 1400 Bristol Street Project;
Second Reading of Ordinance No. 2024-9, approving a Development Agreement for the Residences at 1400 Bristol Street Project;
The Residences at 1400 Bristol Street Addendum to the to the General Plan EIR evaluates whether the Project would have any new significant or more severe significant adverse environmental impacts beyond those analyzed and addressed In the General Plan Program EIR. The Addendum confirmed that the Project would not result in new or more severe significant adverse impacts and that none of the circumstances set forth in Public Resources Code Section 21166 or CEQA Guidelines Section 15162(a) were present, and that no further environmental review is necessary for the Project.

This is to advise that the City of Newport Beach, as Lead Agency, approved the above -described Project at the April 9, 2024 City Council meeting, and has made the following determinations regarding the above described project.

An Environmental Impact Report (SCH 2O06011119) previously was prepared and certified for the General Plan Program EIR pursuant to the provisions of CEQA. An Addendum was prepared and adopted which confirms that the Project would not result in new or more severe significant adverse impacts and

that none of the circumstances set forth in Public Resources Code Section 21166 or CEQA Guidelines Section 15162(a) were present.

2. Compliance with General Plan policies were made a condition of the approval of the Project.

3. A mitigation reporting or monitoring plan is not required for an Addendum.

4. A Statement of Overriding Considerations was not adopted for the Project. 5, Findings were made pursuant to the provisions of CEQA.

This Is to certify that the General Plan Program EIR, Residences at 1400 Bristol Street Addendum to the General Plan Program EIR, and the record of the Project Is available to the general public at the City of Newport Beach, Community Development Department, 100 Civic Center Drive, Newport Beach, CA 92660. i
kSignature::::
./ .cl%I rrU•lJ Ii
Namerritle: V�
sensor la�rjet'
APR 2 4 2024

ORANGE COUNTY CLERK -RECORDER DEPARTMENT
I

ORANCECOUNTY

CLERK -RECORDER
C9QA FILING COVER SHEET
�30-O4ik01?021--02g0
Recorded In official Records, Orange County
1111Il�fi11111il(i�jjjjjjjjjjjjjjjjjjjjijjjj 4101.25
2024860002891:64 pm 04/10/24
477 Vitlndx Z02
DAD 60.00 0.00 0.00 0.00 0.00 0.00 0.00
Complelo and attach tide form to each GEQA Naboa Ifled With the County Clerk -Recorder

TYPE OR PRINT CLEARLY
Protect Title
RESIDENCES AT 1400 BRISTOL STREET (PA2022-0296)
Checjt Document being Filed:

Environmental impact Report (EIR)
0 Mitigated Negative Declaration (MND) or Negatve Declaration (ND) ONotice of Uomptlon (NOS
O Other (Please fill In type): RLED
APR 2 4 2024
FILE®
APR [0 2024
ORANGE CODNiYCLEERK•RE�yy00R)ER ORPARTWNT
6Yt_ C .�_I DEPUTY

IN THE OFFICE OF THE ORANGE
Y CLSRK-RECORDER ON April 10,2024
for 30 days

CARINA HERRERA

ORANGE COUNTY CLERK -RECORDER DEPARTLIENT -
BY: C • H DEPUTY
Filing foes are duo al the amen Notice of 0014rminatton/Ezamption Joined with our ainee.For more lnfonnatlon on Ming fees and He Effact Daterminotiona, please rafer to California Coda of negulatlons, Tido 14, aaation 753.a.

APR 2 4 2024

GRANGE COUNTY CLERK -RECORDER DEPARTMENT
BY: C.k� DEPUTY
Notice of Determination
FILE®
APR 10 2024
ORANOECOUNTY CLERK•RECORDERDEPART1,1W
BY., C •" DEPUTY
To: Orange County Clerk -Recorder From: City of Newport Beach 601 N. Ross Street Community Development Department
Santa Ana, CA 92701 100 Civic Center Drive
Newport Beach, CA 92660
Office of Planning and Research Contact Ms, Liz Westmoreland, AICP 1400 Tenth Street Phone: (949) 644-3234
Sacramento, CA 98814
Subject Pling.ofNodcoofDetermination Incompliance with Section 21152ofthePublic Resources Code State.Clearinghouse Number: 2006011119
Project Title: Residences at 1400 Bristol Street (PA2022-0296) Project Applicant: The Picame Group, 6000 Birch Street, Ste. 600, Newport Beach, California 92660 Project Location: 1400 Bristol Street North, Newport Beach, Orange County, California (APN No. 427-332-02).

The approximately 2,36-net-acre project site is located at northwest comer of Bristol Street and Spruce StreeL Project Description: The project includes demolition of two existing office buildings and construction of 229 Tor- rent units and a 422-space parking structure with a pedestrian bridge over the Spruce Street right-of-way to the approved but not yet constructed Residences at 1300 Bristol Street project.. The parking structure Includes one level on -grade (podium level) and two levels below grade with five levels of residential above the podium. Of the 229 units, 23 units would be affordable and restricted to very -low -Income households. The remaining 203 units would be market -rate for -rent apartment units.

The project required the following approvals by the City of Newport Beach City Council:

Adopt Resolution No.2024 22 to adopt Addendum No. 7 to the certified Ffnal•2006 General Plan Update Program Environmental Impact Report (General Plan Program EiR), as amended, for the Residences at 1400 Bristol Street Project (PA2022-0296);
Adopt Resolution No. 2024 23, to approve a General Plan Amendment, Site Development Review, Affordable Housing Implementation Plan and Traffic Study for the Residences at 14011 Bristol Street Project (PA2022-0298); introduce Ordinance No. 2024-8 to approve a Planned Community Development Plan Amendment for the Residences at 1400 Bristol Street Project with the second reading on April 28, 2024; Introduce Ordinance No. 2024-9, approving a Development Agreement for the Residences at 1400 Bristol Street Projeotwith the second reading on April 23, 2024;
Adopt Resolution No. 2024 24, finding the Residences at 14UO Bristol Project is consistent with the purposes of the State Aeronautics Act and overriding the Orange County Airport Land Use Commission's determination that the Residences at 1400 Bristol project is Inconsistent with the 2008 John WayneAlrport gnvirons Land Use Plan (PA2022.0298).

The Residences at 1400 Bristol Street Addendum to the to the General Plan BR evaluates whether the Project would have any new significant or more severe signifioantadverse environmental impacts beyond those analyzed and addressed In the General Plan Program E1R. The Addendum contirtned that the Project would not result in

new or more severe stgniilcantadverse Impacts and that none of the circumstances set forth in public Resources Code section 21166 or CEQA Guidelines Section 16162(a) were present, and that no further environmental review Is necessary for the Project.

This Is to advise that the City of Newport Beach, as Lead Agency, approved the above -described Project at the April 9, 2024 City Council meeting, and has made the following determinagons regarding the above described project,

1. An Environmental Impact Report (SCH 2O06011119) previously was prepared and certified for the General Plan Program EIR pursuantlo theprovisions of CEQA, An Addendum was prepared and adapted which confirms that the Project would not result In new or more severe significant adverse Impacts and that none of the circumstances set forth In Public Resources Code Section 21166 or CEQA Guidelines Section 19162(a) were present

2. Compliance with General Plan policies were made a condition of the approval of the Project.

8. A mitigation reporting or monitoring plan is not required for an Addendum_

4. A Statement of Overriding Considerations was not adopted for the Project

6. Findings were made pursuant to the provisions of CEQA.

This Is to certify, that the General Plan Program EIR, Residences at 1400 Bristol Street Addendum to the General Plan Program EIR, and the record of the Project is available to the general public at the City of Newport Beach, Community Development Department, 100 Civic Center Drive, Newport Beach, CA 92660, iWA
ILD
D.9,2024.

NamelTille:

FILE®
APR 10 324
ORANGE COUNTY CLemRECORDEt DEPARTMEW
sY. C •H DEPUTY
FILE®
APR 2 4 2024
ORANGE COUNTY n CLERK•RECOROER DEPARTMENT
BY: : DEPUTY

Stele of California. Department of Fish and Wildlife
2024 ENVIRONMENTAL DOCUMENT FILING FEE

CASH RECEIPT
DFW 763.6a (REV. 01101123)Provlously DFO 163.6a

LEADAGENCY EMAIL

CITY OF NEWPORT BEACH
RESIDENCES AT 1400 BRISTOL STREET (PA2022-0296)

THE PICERNE GROUP
6000 BIRCH STREET, ME 600
IFPrint artOver ; Sava
RECEIPT NUMBERt
30 --. 04/10/2024 — 0280
2006011119

BEACH CA
04110f2024
2024BS000269
(049 )644-3234
❑LocalPubllcAgency ❑ school Distdot ❑Other Special District ❑State Agency ❑+PrivateEntity CHECK APPLICABLE FEES:
© Envimnmental Impact Repott (EIR)
❑ MiggaledNegagveDedamtlon(MND)(ND)
❑ Certified Regulalory Regain (CRP)document -payment due directly toCDFW {] Ewemptfromfee
❑ Notice of Exemption (attach)
❑ CDFW No EHectDutarminattan (attach)
❑ Feeprevlcuslypold(agachpreviously Issued cash recaiptcopy) $4.051.26
S
4,051.25
$2,910.76
$

0.00 $1,377.26
.S

0.00 ❑ Water RighlAppllcagon or Petition Fes (Stela Water Resources Control Board only) $050.00 $ 0.00 p Counlydocumanlaryhandlingfne $ 50.00
❑ Other $
PAYMENTMETHOD:
0 Cash ❑ Credit 0 Check ❑ Other TOTAL RECEIVED $ 4,101.26 FILE®
APR 2 4 2024

ORANGE COUNTY CLERK -RECORDER DEPARTMENT
BY: C •H DEPUTY
oreaNft.PAolEcrAPP1.1DANr Corr-COMIAsa COPY•LMAcaNCY copr•aourmCM DPW 7WAtauv.slrofao2a)

December 20221VIarch 2024
Addendum No. �L8 to the
City of Newport Beach General Plan 2006 Update EIR, July 2006 (SCH No. 2006011119)
1401 Quail Street Residential Project
City of Newport Beach
Prepared for:

City of Newport Beach
Contact: David Lee, Senior Planner
Community Development Department
100 Civic Center Drive
Newport Beach, California 92660
949.644.3225
Prepared by:

PlaceWorks
Contact: Dina El Chammas Gass, Senior Associate
3 MacArthur Place, Suite 1100
Santa Ana, California 92707
714.966.9220
[email protected]
www.placeworks.com
® PLACEWORKS

1401 QUAIL STREET RESIDENTIAL PROJECT EIR ADDENDUM

CITY OF NEWPORT BEACH
Table of Contents
Section Page

1. INTRODUCTION..............................................................................................................................1

1.1 BACKGROUND, PURPOSE, AND SCOPE................................................................................................1

2. ENVIRONMENTAL PROCEDURES................................................................................................ 5 2.2
CONTENT AND ORGANIZATION OF THIS ADDENDUM............................................................7

3. ENVIRONMENTAL SETTING.........................................................................................................9

3.1 PROJECT LOCATION....................................................................................................................................9

3.2 ENVIRONMENTAL SETTING....................................................................................................................9

4. PROJECT DESCRIPTION............................................................................................................ 23 4.1
PROJECT BACKGROUND..........................................................................................................................23

5. ENVIRONMENTAL CHECKLIST.............................................................................................. 6059

5.1 BACKGROUND......................................................................................................................................... 60-59

5.2 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED ..................................................... 6264-

5.3 DETERMINATION (TO BE COMPLETED BY THE LEAD AGENCY) ................................... 626-1-

5.4 COMPARING CHANGES AND/OR NEW INFORMATION TO PREVIOUS EIR................ 6362

6. ENVIRONMENTAL ANALYSIS.................................................................................................6463

6.1 AESTHETICS..............................................................................................................................................6463

6.2 AGRICULTURE AND FORESTRY RESOURCES............................................................................. 7170

6.3 AIR QUALITY............................................................................................................................................. 74�3

6.4 BIOLOGICAL RESOURCES................................................................................................................... 8584

6.5 CULTURAL RESOURCES....................................................................................................................... 94933

6.6 ENERGY....................................................................................................................................................10099

6.7 GEOLOGY AND SOILS......................................................................................................................1074.06

6.8 GREENHOUSE GAS EMISSIONS...................................................................................................11644-5

6.9 HAZARDS AND HAZARDOUS MATERIALS..............................................................................1214-20

6.10 HYDROLOGY AND WATER QUALITY........................................................................................131430

6.11 LAND USE AND PLANNING...........................................................................................................140449

6.12 MINERAL RESOURCES......................................................................................................................1534- 2 6.13
NOISE.......................................................................................................................................................155454

6.14 POPULATION AND HOUSING.......................................................................................................1624-64-

6.15 PUBLIC SERVICES................................................................................................................................1654-64

6.16 RECREATION........................................................................................................................................170469

6.17 TRANSPORTATION.............................................................................................................................1734-72

6.18 TRIBAL CULTURAL RESOURCES...................................................................................................1794-78

6.19 UTILITIES AND SERVICE PROVIDERS.......................................................................................1844-84

6.20 WILDFIRE...............................................................................................................................................1944-93

7. SUMMARY.............................................................................................................................200a-9-9

8. REFERENCES.......................................................................................................................2022-04 March 2024D-3 Page i

1401 QUAIL STREET RESIDENTIAL PROJECT EIR ADDENDUM

CITY OF NEWPORT BEACH
Table of Contents

APPENDICES
Appendix A
Parcel Reports for Anomaly Area L4-16
Appendix B
General Plan Goals and Policies
Appendix C
Trip Generation Calculations
Appendix D
Air Quality, Greenhouse Gas, Energy, and Natural Gas Calculations Appendix E
Geotechnical Exploration Report
Appendix F
Preliminary Water Quality Management Plan
Appendix G
Noise Impact Analysis
Appendix H
Sewer Study
Appendix I
Assessment of Water Availability
Page ii PlaceWorks

1401 QUAIL STREET RESIDENTIAL PROJECT EIR ADDENDUM

CITY OF NEWPORT BEACH
Table of Contents
List of Figures
Figure Page
Figure 1
Statistical Areas J6 and L4................................................................................................................... 3 Figure2
LU22 Airport Area.............................................................................................................................11 Figure3
Regional Location...............................................................................................................................13 Figure4
Local Vicinity.......................................................................................................................................15 Figure 5
Aerial Photograph — Project Site......................................................................................................17 Figure6
Site Photographs.................................................................................................................................19 Figure 7
Aerial Photograph — Airport Area................................................................................................... 21 Figure 8a
Proposed Site Plan: Roof Level....................................................................................................3029 Figure 8b
Proposed Site Plan: First Floor.....................................................................................................3234- Figure 8c
Proposed Site Plan: Basement Floor...........................................................................................34-33 Figure 8d
Proposed Site Plan: Second Floor................................................................................................3635 Figure 8e
Proposed Site Plan: Third -Fifth Floors.......................................................................................383-7 Figure 8f
Proposed Site Plan: Sixth Floor....................................................................................................4039 Figure 9a
Architectural Renderings: Southeast Elevation..........................................................................4443 Figure 9b
Architectural Renderings: Northeast Elevation.........................................................................4645 Figure 9c
Architectural Renderings: Northwest Elevation........................................................................4847 Figure 9d
Architectural Renderings: Southwest Elevation.........................................................................5049 Figure 10
Conceptual Landscape Plan: Ground Level...............................................................................52-4 Figure 11
Conceptual Landscape Plan: Podium Level...............................................................................54-55�3 Figure 12
Composite Utility Plan...................................................................................................................5857 Figure 13
Height Restrictions per Federal Air Regulations, Part 77........................................................686-7 Figure 14
2006 General Plan Biological Resources.....................................................................................868-5 Figure 15
Environmental Study Areas(ESAs).............................................................................................888-7 Figure 16
City of Newport Beach Historic Resources...............................................................................969-5 Figure 17
Newport Beach Seismic Hazards............................................................................................ 10810-7
Figure 18
Airport Area Safety Zones....................................................................................................... 1244,13
Figure 19
WQMP Exhibit — Proposed Conditions................................................................................ 134�3
Figure 20
City of Newport Beach General Plan Future Noise Contours .......................................... 150449
Figure21
Wildfire Hazards........................................................................................................................ 196445
March 2024D3 Page iii

1401 QUAIL STREET RESIDENTIAL PROJECT EIR ADDENDUM

CITY OF NEWPORT BEACH
Table of Contents
List of Tables
Table Page
Table 1
Airport Area MU-1­12 Residential Units.......................................................................................... 24 Table2
Unit Mix...........................................................................................................................................4241- Table 3
Density Bonus Calculations..........................................................................................................4342 Table 4
Construction Schedule and Equipment......................................................................................57-56 Table 5
Maximum Daily Regional Construction Emissions..................................................................77-7H Table 6
Maximum Daily Regional Operational Phase Emissions.........................................................797-8 Table 7
Localized Construction Emissions...............................................................................................80-7�9 Table 8
Operation -Related Electricity Consumption......................................................................... 10244t
Table 9
Operation -Related Natural Gas Consumption..................................................................... 1034-02
Table 10
Project -Related GHG Emissions............................................................................................ 11844-7
Table 11
GeoTracker, EnviroStor, and EnviroMapper Info Sites ..................................................... 1284-27-
Table 12
Newport Beach General Plan Consistency Analysis............................................................ 14244I
Table 13
City of Newport Beach Incremental Noise Impact Criteria for Noise -Sensitive Uses(dBA CNEL)..................................................................................................................... 1574-56
Table 14
Projected Student Population in SAUSD.............................................................................. 1684-67
Table 15
Project Site Trip Generation — Existing vs. Proposed Project ........................................... 1754-74
Table 16
Net Increase in Wastewater Generation................................................................................ 1884-97
Table 17
Net Increase in Water Demand............................................................................................... 1904-99
Table 18
Net Decrease in Solid Waste Generation.............................................................................. 1914-90
Page it, PlaceWorks

1. Introduction

1.1 BACKGROUND, PURPOSE, AND SCOPE
This document is an Addendum to the previously certified City of Newport Beach General Plan Environmental Impact Report (EIR):
■ General Plan 2006 Update Final Environmental Impact Report, July 2006 (State Clearinghouse No. 2006011119), as addended by s�seven subsequent EIR Addendums:
• Addendum No. 1 to the City of Newport Beach General Plan 2006 Update Final Environmental Impact Report, November 2007.
• Addendum No. 2 to the City of Newport Beach General Plan 2006 Update Final Environmental Impact Report, June 2012.
• Addendum No. 3 to the City of Newport Beach General Plan 2006 Update Environmental Impact Report, Newport Airport Village, May 2020.
• Addendum No. 4 to the City of Newport Beach General Plan 2006 Update Environmental Impact Report, Residences at 4400 Von Karman, October 2020.
• Addendum No. 5 to the City of Newport Beach General Plan 2006 Update Environmental Impact Report, Residences at 1300 Bristol Street, February 2022. • Addendum No. 6 to the City of Newport Beach General Plan 2006 Update Environmental Impact Report, The Ritz -Carlton Residences Project, May 2022. • Addendum No. 7 to the City of Newport Beach General Plan 2006 Update Environmental Impact Report, The Residences at 1400 Bristol Street project. April 2024.

The comprehensive 2006 General Plan Update (GPU) EIR analyzed the potential impacts of a citywide comprehensive update to the land use plan, and goals and policies for 10 general plan elements. The EIR encompasses proposed land uses for the Airport Area community and includes the project site that is the subject of this Addendum.

The subject property is a 1.71-acre site at 1401 Quail Street in Newport Beach (APN 427-332-04). The property is at the northwest corner of Quail Street and Spruce Avenue and currently has one single -story commercial office building totaling approximately 22,956 square feet, and a 1,744 square foot ancillary garage. The 2006 GPU designated the site for the following uses:

March 2024D3 Page 1

1401 QUAIL STREET RESIDENTIAL PROJECT EIR ADDENDUM

CITY OF NEWPORT BEACH

1. Introduction
■ 2006 GPU: General Commercial Office (CO-G). The CO-G land use designation is intended to provide administrative, professional, and medical offices with limited accessory retail and service uses. Hotels, motels, and convalescent hospitals are not permitted. The project site is in Statistical Area L4 of the GPU's Land Use Plan (see Figure 1, Statistical Areas J6 and L4) in anomaly location 16.1 The development limit for this area is 344,231 square feet of commercial uses (Newport Beach 2006).2 Statistical Area L4 encompasses 21 APNs with a total area of 21.29 acres (see Appendix A, Parcel Reports forAnomaly Area L4-16) (Newport Beach 2023a). The project site accounts for approximately 8 percent of the L.4 statistical area, which would equate to approximately 27,647 square feet of the statistical area's allocated commercial use.

Under CEQA, an EIR Addendum evaluates the net impact of a proposed project in comparison to the impacts associated with the land uses as approved in the original EIR. Since the existing commercial square footage onsite is consistent with the square footage allowed for the site per the GPU, the existing 22,956 square foot commercial building, and 1,744 square foot ancillary garage have been used as a conservative baseline in this Addendum.

The proposed 1401 Quail Street Residential Project (proposed project) would develop 67 for -sale multifamily condominiums of which 59 units would be market rate and 8 units would be affordable housing units. The proposed project is entitled to a density bonus of 17 units that corresponds with its affordable units pursuant to state density bonus law and consistent with Chapter 20.32 of the NBMC. The proposed project includes 15 density bonus units. The incremental impacts of the proposed project are evaluated relative to the certified 2006 GPU EIR described above as addended by six subsequent addendums. This Addendum substantiates that no supplemental or subsequent EIR is required pursuant to Section 21166 of the California Environmental Quality Act (CEQA) and Sections 15162 and 15164 of the CEQA Guidelines for the entitlements proposed (general plan amendment, planned community development plan amendment, affordable housing implementation plan, and development agreement). In comparison to the 2006 EIR, the project would not result in new or substantially more severe environmental impacts. Further, since the 2006 EIR was certified, there has been no substantial change with respect to the circumstances under which the project is being undertaken that would require major revisions to the EIR. 1 The 2006 GPU Land Use Element includes defined Statistical Areas. Table LU1 of the Land Use Element specifies the primary land use categories, types of uses, and, for certain categories, the densities/intensities to be permitted. Density/intensity for the General Commercial Office (CO-G) land use designation is not included in Table LUL The permitted densities/intensities or amount of development for land use categories not included in Table LU1 are specified on the land use plans for the Statistical Areas. These are intended to convey maximums and, in some cases, minimums that may be permitted on any parcel within the designation or as otherwise specified in Table LU2 for anomaly locations. 2 As shown in Table LU2 of 2006 GPU Land Use Element.

Page 2 ends

1401 QUAIL STREET RESIDENTIAL PROJECT EIR ADDENDUM

CITY OF NEWPORT BEACH
RM ?", I
ula�6 //�
1%
Z11e
Project Boundary
Source: EIP Associates 2011.

J5
21 UMVERSITV DRIVE

1. Introduction
Figure 1 - Statistical Areas J6 and L4
Residential Neighborhoods
Rs-D Single -Unit Residential Detached
RS-A Single -Unit Residential Attached
RT Two -Unit Residential
= Multiple -Unit Residential
MM
Multiple -Unit Residential Detached
Commercial Districts and Corridors
cH Neighborhood Commercial
cc Corridor Commercial
_ General Commercial
- Visitor Serving Commercial
- Recreational and Marine
Commercial
- Regional Commercial
Commercial Office Districts
co -GI General Commercial Office
co-m Medical Commercial Office
co-R Regional Commercial Office
Industrial Districts
is Industrial
Airport Supporting Districts
AO Airport Office and Supporting Uses
Mixed -Use Districts
mu-v Mixed Use Vertical
mu-H Mixed Use Horizontal
mup Mixed Use Water Related
Public, Semi -Public and Institutional
PF Public Facilities
P, Private Institutions
PR Parks and Recreation
os Open Space
Ts Tidelands and Submerged Lands
,`fin y City of Newport Beach
`�� Boundary
` Statistical Area A
Boundary 4
Land Use Delineator Line
• Refer to anomaly table
0 1,000
Scale (Feet)
PlaceWarks

1401 QUAIL STREET RESIDENTIAL PROJECT EIR ADDENDUM

CITY OF NEWPORT BEACH

1. Introduction
This page intentionally left blank.

Page 4 ends

2. Environmental Procedures

2.1.1 CEQA Requirements
According to Section 21166 of CEQA and Section 15162 of the State CEQA Guidelines, when an EIR has been certified or a negative declaration adopted for a project, no subsequent EIR or negative declaration shall be prepared for the project unless the lead agency determines that one or more of the following conditions are met:

1. Substantial changes are proposed in the project which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects;

2. Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or

3. New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as, shows any of the following:
a. The project will have one or more significant effects not discussed in the previous EIR. b. Significant effects previously examined will be substantially more severe than identified in the previous EIR.
c. Mitigation measures or alternatives previously found not to be feasible would in fact be feasible, and would substantially reduce one or more significant effects of the project, but the project proponent declines to adopt the mitigation measures or alternatives; or, d. Mitigation measures or alternatives that are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponent declines to adopt the mitigation measures or alternatives.

Preparation of an Addendum to an EIR is appropriate when none of the conditions specified in Section 15162 (above) are present and some minor technical changes to the previously certified EIR are necessary.

After careful consideration of the potential environmental impacts of the proposed project, the City of Newport Beach, as lead agency, has determined that none of the conditions requiring preparation of a subsequent or supplemental EIR have occurred. The City, therefore, has determined that the circumstances described in CEQA Guidelines Section 15164 apply to the proposed project, and an Addendum to the 2006 March 2024D3 Page 5

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certified GPU EIR is appropriate. This Addendum compares the proposed project to the designated land uses for the project site as approved in the 2006 GPU and the associated environmental impacts assessed in the GPU EIR.

This Addendum includes analysis of new topical sections that were not included in the previous EIR; specifically, it includes a new energy section and a new wildfire section (see discussion in Section 2.1.3, CEQA Checklist Update). These additional analyses are appropriate for inclusion in the Addendum, but none result in new significant impacts that would require preparation of a subsequent EIR pursuant to Section 15162 of the CEQA Guidelines.

2.1.2 Scope of Subsequent Analysis
The discretionary approvals subject to CEQA for the proposed project include:
■ General Plan Amendment from General Commercial Office (CO-G) to Mixed Use Horizontal (MU-H2) ■ Planned Community Development Plan amendment to designate the property as part of the Residential Overlay of the Newport Place Planned Community (PC-11). The site is currently designated as Industrial. ■ Approval of a Development Agreement between the applicant and the City of Newport Beach describing development rights for the residential development pursuant to Newport Beach Municipal Code (NBMC) Section 15.45.020.A.2, development of 50 or more residential units. ■ Approval of the Affordable Housing Implementation Plan (AHIP) that specifies how the proposed project would meet the City's affordable housing requirements in exchange for a request of a 27.5 percent density bonus. The AHIP includes the following development incentives, and development standard waivers:

Development incentives:
• Reduction of the park in -lieu fee payment
• Relief from the affordable unit mix
Development standard waivers:
• Relief from street setback requirements
• Relief from building height requirements
• Relief from General Plan park land dedication requirements • Relief from NBMC Title 19 park land dedication requirements ■ Major Site Development Review in accordance with the standards of the of the Newport Place Planned Community (PC-11), as amended, pursuant to the NBMC Section 20.52.80, Site Development Reviews. ■ Tentative Tract Map approval for condominium purposes.

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As lead agency under CEQA for this action, the City of Newport Beach is required to evaluate the environmental impacts associated with these discretionary approvals. The scope of the review for project - related impacts for this Addendum is limited to changes between the land uses as evaluated in the 2006 EIR and in the currently proposed project. The approved, designated land uses in the 2006 General Plan and the GPU policies identified in the 2006 GPU EIR that mitigate potential environmental impacts for the site serve as the baseline for the environmental impact analysis of the proposed project.

With respect to cumulative impacts, the General Plan Program EIR states "In many cases, development under the General Plan Update serves as the context for cumulative analysis, as it includes all development within the Planning Area over the next 25 years. For some environmental resource areas, however, the cumulative context extends beyond the borders of the Planning Area and may be the boundaries of a particular service provider (such as the Irvine Ranch Water District) or the entire County." This methodology is appropriate for the Addendum analysis. Where a specific cumulative study area is assumed, it is addressed in the respective sections of this Addendum.

Note that the 2006 GPU EIR did not include mitigation measures. The 2006 GPU EIR relied on detailed policies adopted in the 2006 General Plan to mitigate potential environmental impacts. As applicable, in addition to 2006 General Plan policies, this Addendum documents regulatory requirements and City conditions of approval that reduce potential environmental impacts. This Addendum also includes updated policies included in the Sixth Cycle Housing Element (adopted September 13, 2022),the Circulation Element (adopted October 25, 2022), the Land Use Element and Noise Element as amended by Resolution No. 2023-72, Title 20 Section 20.30.080.F of the Municipal Code as amended by Ordinance No. 2023-20, and the Newport Place Planned Community (PC-11)as amended by Ordinance No. 2023-21 and Ordinance No. 2023-13. As described further below, existing enforcement and monitoring mechanisms are in place to ensure that these measures will be implemented. A CEQA Mitigation Monitoring Program, therefore, is not required. This document is intended to provide sufficient information to allow the City of Newport Beach and any other permitting agencies to evaluate the potential impacts from construction and operation of the proposed project.

2.1.3 CEQA Checklist Update
This Addendum has been prepared to fully address the requirements of the most updated CEQA guidelines.

The updated Appendix G checklist includes some impact areas that were not in the 2006 certified EIR.

However, as discussed in this Addendum, the proposed project in comparison to the site uses assumed under the General Plan would not result in significant impacts or require mitigation in those impact areas. The addition of impact areas to the Appendix G Checklist do not necessitate a new EIR.

2.2 CONTENT AND ORGANIZATION OF THIS ADDENDUM
This EIR Addendum consists of:

1. Introduction (Section 1), Environmental Procedures (Section 2), Environmental Setting (Section 3), and Project Description (Section 4).

2. The completed Environmental Checklist Form and its associated analyses (Sections 5 and 6), which conclude that the proposed project would not result in any new significant environmental impacts or March 2024D3 Page 7

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substantially increase the severity of environmental impacts beyond the level disclosed in the 2006 General Plan Update EIR as addended.

This Addendum relies on the most current CEQA environmental checklist (Appendix G, 2023 CEQA Guidelines), which addresses environmental issues section by section. The completed checklist and conclusions in the checklist are included and substantiated in Section 6, Environmental Analysis, which includes the following subheadings for each environmental topic:
■ Summary of Impacts Identified in the 2006 Certified GPU EIR ■ Impacts Associated with the Proposed Project
■ Cumulative Impacts
■ Standard Conditions of Approval
Relevant General Plan goals and policies associated with each topical section are included in Appendix B, General Plan Goals and Policies. Appendix B includes updated policies included in the Sixth Cycle Housing Element (adopted September 13, 2022), the Circulation Element (adopted October 25, 2022), and the Land Use Element and Noise Element as amended by Resolution No. 2023-72.

3. Where applicable, specific regulatory requirements identified in the 2006 GPU EIR to reduce project - related environmental impacts are reproduced in this Addendum. Appendices to this Addendum:
■ Appendix A: Parcel Reports for Anomaly Area L4-16
■ Appendix B: General Plan Goals and Policies
■ Appendix C: Trip Generation Calculations
■ Appendix D: Air Quality, Greenhouse Gas, Energy, and Natural Gas Calculations ■ Appendix E: Geotechnical Exploration Report
■ Appendix F: Preliminary Water Quality Management Plan ■ Appendix G: Noise Impact Analysis
■ Appendix H: Sewer Study
■ Appendix I: Assessment of Water Availability

4. The 2006 General Plan Update EIR as Addended, Technical Appendices to the GPU EIR, Findings and Statement of Facts, Statement of Overriding Considerations, and City Council Resolution No. 2006-75 are all herein incorporated by reference pursuant to CEQA Guidelines Section 15150 and are available for review at City of Newport Beach Community Development Department,100 Civic Center Drive, Newport Beach, CA 92660 and online at www.newportbeachca.gov .

5. Addendums No. 1 to 6 to the General Plan Update EIR are incorporated by reference pursuant to CEQA Guidelines Section 15150 and is available for review at City of Newport Beach Community Development Department, 100 Civic Center Drive, Newport Beach, CA 92660 and online at www.newportbeachca.gov .

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