Newport Beach City Council
March 22, 2022

Apx - 142 15-262

Default Scenario Thu Nov 11, 2021 18:57:52 Page 16-1
Picerne Residential (1300 Bristol Street North)
CEQA 2026 Without 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): 0.690
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: 87 1231 219 95 1508 400 430 103 44 223 147 170 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 1317 234 102 1614 428 430 103 44 223 147 170 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 254 65 3 191 8 20 0 0 30 0 3
Initial Fut: 93 1571 299 105 1805 436 450 103 44 253 147 173 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: 93 1571 299 105 1805 436 450 103 44 253 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 93 1571 299 105 1805 436 450 103 44 253 147 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: 93 1571 299 105 1805 436 450 103 44 253 147 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 1.63 0.37 1.00 1.90 1.10 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2604 596 1600 3036 1764 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.06 0.33 0.19 0.03 0.38 0.27 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 143 15-263

Default Scenario Thu Nov 11, 2021 18:58:37 Page 4-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.700
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 111
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: 437 696 0 0 1012 1160 0 0 0 267 1803 111
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 14 0 0 4 0 0 0 0 16 143 0
Initial Fut: 437 710 0 0 1016 1160 0 0 0 283 1946 111
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: 437 710 0 0 1016 1160 0 0 0 283 1946 111
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 437 710 0 0 1016 1160 0 0 0 283 1946 111
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 437 710 0 0 1016 1160 0 0 0 283 1946 111
---------------------------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 6055 345 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.14 0.15 0.00 0.00 0.16 0.24 0.00 0.00 0.00 0.18 0.32 0.32 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 144 15-264

Default Scenario Thu Nov 11, 2021 18:58:37 Page 5-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.551
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0
Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 709 274 206 1064 0 460 1001 556 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 4 24 0 20 0 10 41 0 0 0 0
Initial Fut: 0 713 298 206 1084 0 470 1042 556 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: 0 713 298 206 1084 0 470 1042 556 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 713 298 206 1084 0 470 1042 556 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: 0 713 298 206 1084 0 470 1042 556 0 0 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: 0.00 4.00 1.00 1.00 3.00 0.00 1.24 2.76 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 1989 4411 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.19 0.13 0.23 0.00 0.24 0.24 0.17 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 145 15-265

Default Scenario Thu Nov 11, 2021 18:58:37 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.590
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 142 358 0 0 443 661 0 0 0 458 1477 119
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: 142 358 0 0 443 661 0 0 0 458 1477 119
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 10 36 0 0 30 48 0 0 0 40 107 13
Initial Fut: 152 394 0 0 473 709 0 0 0 498 1584 132
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: 152 394 0 0 473 709 0 0 0 498 1584 132
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 152 394 0 0 473 709 0 0 0 498 1584 132
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: 152 394 0 0 473 709 0 0 0 498 1584 132
---------------------------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 2.00 0.00 0.00 1.60 2.40 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 3200 0 0 2561 3839 0 0 0 1600 6031 369 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.12 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.31 0.26 0.36 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 146 15-266

Default Scenario Thu Nov 11, 2021 18:58:37 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.502
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 0 168 319 245 725 0 258 1117 112 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: 0 168 319 245 725 0 258 1117 112 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 31 18 40 29 0 15 46 4 0 0 0
Initial Fut: 0 199 337 285 754 0 273 1163 116 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: 0 199 337 285 754 0 273 1163 116 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 199 337 285 754 0 273 1163 116 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: 0 199 337 285 754 0 273 1163 116 0 0 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: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.73 0.27 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5965 435 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.06 0.11 0.09 0.24 0.00 0.17 0.19 0.27 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 147 15-267

Default Scenario Thu Nov 11, 2021 18:58:37 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.836
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1151 55 166 999 617 315 319 64 78 1038 209 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 141 0 8 171 0 0 0 0 0 0 4
Initial Fut: 216 1292 55 174 1170 617 315 319 64 78 1038 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 216 1292 55 174 1170 617 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 216 1292 55 174 1170 617 315 319 64 78 1038 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: 216 1292 55 174 1170 617 315 319 64 78 1038 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 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 3998 802 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.14 0.20 0.03 0.11 0.18 0.39 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 148 15-268

Default Scenario Thu Nov 11, 2021 18:58:37 Page 9-1
Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.680
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 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: 119 857 31 48 858 165 304 277 42 109 500 210
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 917 33 51 918 177 304 277 42 109 500 210 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 84 0 59 125 3 21 41 0 0 72 46
Initial Fut: 127 1001 33 110 1043 180 325 318 42 109 572 256 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 1001 33 110 1043 180 325 318 42 109 572 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 1001 33 110 1043 180 325 318 42 109 572 256 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: 127 1001 33 110 1043 180 325 318 42 109 572 256 ---------------------------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 1.00 3.41 0.59 1.43 1.39 0.18 1.00 1.38 0.62 Final Sat.: 1600 4800 1600 1600 5460 940 2284 2224 293 1600 2211 989 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.08 0.21 0.02 0.07 0.19 0.19 0.14 0.14 0.14 0.07 0.26 0.26 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 149 15-269

Default Scenario Thu Nov 11, 2021 18:58:37 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.569
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 850 292 60 972 50 98 141 194 612 89 89
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 91 18 0 119 0 0 0 0 15 0 0
Initial Fut: 40 941 310 60 1091 50 98 141 194 627 89 89 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: 40 941 310 60 1091 50 98 141 194 627 89 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 941 310 60 1091 50 98 141 194 627 89 89 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: 40 941 310 60 1091 50 98 141 194 627 89 89 ---------------------------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 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.50 0.50 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 800 800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.19 0.04 0.23 0.03 0.06 0.09 0.12 0.20 0.11 0.11 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 150 15-270

Default Scenario Thu Nov 11, 2021 18:58:37 Page 11-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.806
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 276 710 334 162 1540 414 265 1005 54 484 1064 212 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 8 65 104 24 73 41 32 298 10 152 319 13
Initial Fut: 284 775 438 186 1613 455 297 1303 64 636 1383 225 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: 284 775 438 186 1613 0 297 1303 64 636 1383 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 284 775 438 186 1613 0 297 1303 64 636 1383 225 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: 284 775 438 186 1613 0 297 1303 64 636 1383 225 OvlAdjVol: 226
---------------------------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 3.81 0.19 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6103 297 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.16 0.27 0.06 0.34 0.00 0.09 0.21 0.21 0.13 0.29 0.14 OvlAdjV/S: 0.14
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 151 15-271

Default Scenario Thu Nov 11, 2021 18:58:37 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.660
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: 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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 142 2315 140 157 2450 226 188 210 205 257 215 109 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 2500 151 170 2646 244 188 210 205 257 215 109 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 4 148 24 0 196 11 5 55 2 11 36 0
Initial Fut: 157 2648 175 170 2842 255 193 265 207 268 251 109 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: 157 2648 0 170 2842 255 193 265 0 268 251 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 157 2648 0 170 2842 255 193 265 0 268 251 109 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: 157 2648 0 170 2842 255 193 265 0 268 251 109 OvlAdjVol: 159 24
---------------------------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---------------11---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.41 0.00 0.05 0.44 0.16 0.06 0.08 0.00 0.08 0.08 0.07 OvlAdjV/S: 0.10 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 18:58:37 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.670
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 1221 516 196 1437 153 175 586 192 202 334 152 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 10 282 5 46 295 2 1 1 20 10 1 98
Initial Fut: 88 1503 521 242 1732 155 176 587 212 212 335 250 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: 88 1503 521 242 1732 155 176 587 0 212 335 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 1503 521 242 1732 155 176 587 0 212 335 250 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: 88 1503 521 242 1732 155 176 587 0 212 335 250 ---------------------------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 2.75 0.25 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4406 394 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.31 0.33 0.08 0.39 0.39 0.06 0.18 0.00 0.07 0.10 0.16 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 153 15-273

Default Scenario Thu Nov 11, 2021 18:58:37 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.531
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 779 1573 886 0 961 793 0 0 0 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 23 339 30 0 262 104 0 0 0 0 0 0
Initial Fut: 802 1912 916 0 1223 897 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: 802 1912 0 0 1223 897 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 802 1912 0 0 1223 897 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: 802 1912 0 0 1223 897 0 0 0 0 0 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 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: 0.25 0.40 0.00 0.00 0.25 0.28 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 154 15-274

Default Scenario Thu Nov 11, 2021 18:58:37 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.695
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 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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1947 81 0 1031 0 961 860 1029 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 224 0 0 260 0 154 9 48 0 0 0
Initial Fut: 0 2171 81 0 1291 0 1115 869 1077 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 2171 81 0 1291 0 1115 869 1077 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2171 81 0 1291 0 1115 869 1077 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 2171 81 0 1291 0 1115 869 1077 0 0 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: 0.00 4.82 0.18 0.00 4.00 0.00 1.69 1.31 2.00 0.00 0.00 0.00 Final Sat.: 0 7711 289 0 6400 0 2698 2102 3200 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.28 0.28 0.00 0.20 0.00 0.41 0.41 0.34 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 155 15-275

Default Scenario Thu Nov 11, 2021 18:58:37 Page 16-1
Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.625
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
------------ 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: 46 1498 207 142 1485 423 215 90 21 238 111 136 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 1603 221 152 1589 453 215 90 21 238 111 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 238 46 1 287 20 8 0 0 70 0 1
Initial Fut: 49 1841 267 153 1876 473 223 90 21 308 111 137 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: 49 1841 267 153 1876 473 223 90 21 308 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 1841 267 153 1876 473 223 90 21 308 111 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: 49 1841 267 153 1876 473 223 90 21 308 111 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 1.42 0.58 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2280 920 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.38 0.17 0.05 0.39 0.30 0.10 0.10 0.01 0.10 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 156 15-276

CEQA YEAR 2026 WITH PROJECT
Apx - 157 15-277

Default Scenario Thu Nov 11, 2021 18:59:29 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.564
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 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 482 1605 0 0 275 240 0 0 0 208 1077 238
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 482 1605 0 0 275 240 0 0 0 208 1077 238
Added Vol: 0 0 0 0 0 0 0 0 0 2 9 0
PasserByVol: 0 7 0 0 7 0 0 0 0 21 135 0
Initial Fut: 482 1612 0 0 282 240 0 0 0 231 1221 238
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: 482 1612 0 0 282 240 0 0 0 231 1221 238
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 482 1612 0 0 282 240 0 0 0 231 1221 238
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: 482 1612 0 0 282 240 0 0 0 231 1221 238
---------------------------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 3.35 0.65 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5356 1044 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.15 0.34 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.14 0.23 0.23 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 158 15-278

Default Scenario Thu Nov 11, 2021 18:59:29 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.707
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 0 1103 282 96 378 0 980 1818 464 0 0 0
Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1180 302 96 378 0 980 1818 464 0 0 0
Added Vol: 0 0 -4 0 2 0 0 -3 0 0 0 0
PasserByVol: 0 2 14 0 28 0 5 93 0 0 0 0
Initial Fut: 0 1182 312 96 408 0 985 1908 464 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 1182 312 96 408 0 985 1908 464 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1182 312 96 408 0 985 1908 464 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 1182 312 96 408 0 985 1908 464 0 0 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: 0.00 4.00 1.00 1.00 3.00 0.00 1.36 2.64 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2179 4221 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.18 0.19 0.06 0.09 0.00 0.45 0.45 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 159 15-279

Default Scenario Thu Nov 11, 2021 18:59:29 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.692
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 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 96 1051 0 0 103 98 0 0 0 387 1306 203
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: 96 1051 0 0 103 98 0 0 0 387 1306 203
Added Vol: 0 0 0 0 0 0 0 0 0 26 11 10
PasserByVol: 11 64 0 0 30 33 0 0 0 40 114 6
Initial Fut: 107 1115 0 0 133 131 0 0 0 453 1431 219
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: 107 1115 0 0 133 131 0 0 0 453 1431 219
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 107 1115 0 0 133 131 0 0 0 453 1431 219
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: 107 1115 0 0 133 131 0 0 0 453 1431 219
---------------------------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 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.00 3.60 0.40 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1600 5763 637 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.35 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.28 0.25 0.34 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 160 15-280

Default Scenario Thu Nov 11, 2021 18:59:29 Page 9-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.522
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
------------ I---------------II---------------II--------------- II ---------------I Volume Module:

Base Vol: 0 385 381 165 326 0 755 1213 209 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: 0 385 381 165 326 0 755 1213 209 0 0 0
Added Vol: 0 0 0 26 0 0 0 -7 0 0 0 0
PasserByVol: 0 40 3 46 24 0 35 65 6 0 0 0
Initial Fut: 0 425 384 237 350 0 790 1271 215 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: 0 425 384 237 350 0 790 1271 215 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 425 384 237 350 0 790 1271 215 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: 0 425 384 237 350 0 790 1271 215 0 0 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: 0.00 2.10 1.90 2.00 2.00 0.00 1.53 3.04 0.43 0.00 0.00 0.00 Final Sat.: 0 3362 3038 3200 3200 0 2453 4852 694 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.13 0.13 0.07 0.11 0.00 0.32 0.26 0.31 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 161 15-281

Default Scenario Thu Nov 11, 2021 18:59:29 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.525
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 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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 54 575 74 318 853 207 460 759 71 39 164 71
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 615 79 340 913 221 460 759 71 39 164 71 Added Vol: 0 7 0 0 -1 0 0 0 0 0 0 0
PasserByVol: 0 184 0 2 106 0 0 0 0 0 0 7
Initial Fut: 58 806 79 342 1018 221 460 759 71 39 164 78 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: 58 806 79 342 1018 221 460 759 71 39 164 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 58 806 79 342 1018 221 460 759 71 39 164 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: 58 806 79 342 1018 221 460 759 71 39 164 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 4.00 1.00 1.00 4.00 1.00 2.00 2.74 0.26 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4389 411 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.13 0.05 0.21 0.16 0.14 0.14 0.17 0.17 0.01 0.03 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 162 15-282

Default Scenario Thu Nov 11, 2021 18:59:29 Page 11-1
Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.461
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
---------------------------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
---------------------------II---------------II---------------II---------------I Volume Module:

Base Vol: 33 619 79 82 664 164 84 319 64 27 116 55
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 662 85 88 710 175 84 319 64 27 116 55
Added Vol: 0 0 0 0 -1 0 7 2 0 0 0 0
PasserByVol: 0 109 0 29 77 6 33 67 0 0 35 55
Initial Fut: 35 771 85 117 786 181 124 388 64 27 151 110 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: 35 771 85 117 786 181 124 388 64 27 151 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 771 85 117 786 181 124 388 64 27 151 110 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: 35 771 85 117 786 181 124 388 64 27 151 110 ---------------------------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 1.00 3.25 0.75 1.00 1.67 0.33 1.00 1.16 0.84 Final Sat.: 1600 4800 1600 1600 5200 1200 1600 2667 533 1600 1851 1349 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.16 0.05 0.07 0.15 0.15 0.08 0.15 0.12 0.02 0.08 0.08 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 163 15-283

Default Scenario Thu Nov 11, 2021 18:59:29 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.587
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 46 807 685 51 415 123 17 72 32 165 96 20
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 863 733 55 444 132 17 72 32 165 96 20
Added Vol: 0 0 0 0 -1 0 0 0 0 -1 0 0
PasserByVol: 0 114 8 0 85 0 0 0 0 18 0 0
Initial Fut: 49 977 741 55 528 132 17 72 32 182 96 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: 49 977 741 55 528 132 17 72 32 182 96 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 977 741 55 528 132 17 72 32 182 96 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: 49 977 741 55 528 132 17 72 32 182 96 20
---------------------------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 1.00 3.00 1.00 1.00 1.38 0.62 2.00 0.83 0.17 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2215 985 3200 1324 276 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.20 0.46 0.03 0.11 0.08 0.01 0.03 0.03 0.06 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 164 15-284

Default Scenario Thu Nov 11, 2021 18:59:29 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.741
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: 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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 186 967 576 68 411 278 460 1077 192 347 779 215 Added Vol: -3 0 0 0 0 -2 0 12 4 0 -1 0
PasserByVol: 18 72 127 7 60 36 33 269 2 85 252 21
Initial Fut: 201 1039 703 75 471 312 493 1358 198 432 1030 236 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: 201 1039 703 75 471 0 493 1358 198 432 1030 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 201 1039 703 75 471 0 493 1358 198 432 1030 236 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: 201 1039 703 75 471 0 493 1358 198 432 1030 236 OvlAdjVol: 559
---------------------------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 3.49 0.51 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5588 812 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module:

Vol/Sat: 0.06 0.22 0.44 0.02 0.10 0.00 0.15 0.24 0.24 0.09 0.21 0.15 OvlAdjV/S: 0.35
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 18:59:29 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.728
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 262 2282 134 43 2274 218 214 222 199 497 237 80 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 2465 145 46 2456 235 214 222 199 497 237 80 Added Vol: 0 -5 0 0 4 0 0 0 0 0 0 0
PasserByVol: 1 181 12 0 106 2 2 21 1 22 54 0
Initial Fut: 284 2641 157 46 2566 237 216 243 200 519 291 80 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: 284 2641 0 46 2566 237 216 243 0 519 291 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 284 2641 0 46 2566 237 216 243 0 519 291 80 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: 284 2641 0 46 2566 237 216 243 0 519 291 80 OvlAdjVol: 129 57
---------------------------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---------------11---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.41 0.00 0.01 0.40 0.15 0.07 0.08 0.00 0.16 0.09 0.05 OvlAdjV/S: 0.08 0.04
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 166 15-286

Default Scenario Thu Nov 11, 2021 18:59:29 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.677
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 108 1119 196 162 1764 137 73 197 50 327 283 100 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 1197 210 173 1887 147 73 197 50 327 283 100 Added Vol: 0 12 0 0 -1 0 0 0 0 0 0 0
PasserByVol: 18 277 10 89 224 1 2 0 4 2 1 36
Initial Fut: 134 1486 220 262 2110 148 75 197 54 329 284 136 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: 134 1486 220 262 2110 148 75 197 0 329 284 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 134 1486 220 262 2110 148 75 197 0 329 284 136 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: 134 1486 220 262 2110 148 75 197 0 329 284 136 ---------------------------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 3.48 0.52 2.00 2.80 0.20 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5576 824 3200 4486 314 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.27 0.27 0.08 0.47 0.47 0.02 0.06 0.00 0.10 0.09 0.09 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 167 15-287

Default Scenario Thu Nov 11, 2021 18:59:29 Page 16-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.433
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 764 1746 809 0 754 433 0 0 0 0 0 0
Added Vol: -11 16 0 0 0 -5 0 0 0 0 0 0
PasserByVol: 37 297 17 0 163 142 0 0 0 0 0 0
Initial Fut: 790 2059 826 0 917 570 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: 790 2059 0 0 917 570 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 790 2059 0 0 917 570 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: 790 2059 0 0 917 570 0 0 0 0 0 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 3.00 1.00 0.00 3.08 1.92 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4933 3067 0 0 0 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.25 0.43 0.00 0.00 0.19 0.19 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 168 15-288

Default Scenario Thu Nov 11, 2021 18:59:29 Page 17-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.733
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: 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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1967 22 0 738 0 1228 527 1398 0 0 0
Added Vol: 0 -3 0 0 0 0 9 5 4 0 0 0
PasserByVol: 0 271 0 0 163 0 78 18 41 0 0 0
Initial Fut: 0 2235 22 0 901 0 1315 550 1443 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 2235 22 0 901 0 1315 550 1443 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2235 22 0 901 0 1315 550 1443 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 2235 22 0 901 0 1315 550 1443 0 0 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: 0.00 4.95 0.05 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7920 80 0 6400 0 3200 1600 3200 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.28 0.28 0.00 0.14 0.00 0.41 0.34 0.45 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 169 15-289

Default Scenario Thu Nov 11, 2021 18:59:29 Page 18-1
Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.691
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: 87 1231 219 95 1508 400 430 103 44 223 147 170 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 1317 234 102 1614 428 430 103 44 223 147 170 Added Vol: 0 -3 0 0 4 0 0 0 0 0 0 0
PasserByVol: 0 254 65 3 191 8 20 0 0 30 0 3
Initial Fut: 93 1568 299 105 1809 436 450 103 44 253 147 173 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: 93 1568 299 105 1809 436 450 103 44 253 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 93 1568 299 105 1809 436 450 103 44 253 147 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: 93 1568 299 105 1809 436 450 103 44 253 147 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 1.63 0.37 1.00 1.90 1.10 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2604 596 1600 3036 1764 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.06 0.33 0.19 0.03 0.38 0.27 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 170 15-290

Default Scenario Thu Nov 11, 2021 19:00:21 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.700
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 111
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: 437 696 0 0 1012 1160 0 0 0 267 1803 111
Added Vol: 0 0 0 0 0 0 0 0 0 -3 0 0
PasserByVol: 0 14 0 0 4 0 0 0 0 16 143 0
Initial Fut: 437 710 0 0 1016 1160 0 0 0 280 1946 111
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: 437 710 0 0 1016 1160 0 0 0 280 1946 111
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 437 710 0 0 1016 1160 0 0 0 280 1946 111
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 437 710 0 0 1016 1160 0 0 0 280 1946 111
---------------------------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 6055 345 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.14 0.15 0.00 0.00 0.16 0.24 0.00 0.00 0.00 0.17 0.32 0.32 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.554
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: 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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0
Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 709 274 206 1064 0 460 1001 556 0 0 0
Added Vol: 0 0 2 0 -3 0 0 9 0 0 0 0
PasserByVol: 0 4 24 0 20 0 10 41 0 0 0 0
Initial Fut: 0 713 300 206 1081 0 470 1051 556 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: 0 713 300 206 1081 0 470 1051 556 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 713 300 206 1081 0 470 1051 556 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: 0 713 300 206 1081 0 470 1051 556 0 0 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: 0.00 4.00 1.00 1.00 3.00 0.00 1.24 2.76 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 1978 4422 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.19 0.13 0.23 0.00 0.24 0.24 0.17 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 19:00:21 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.589
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 142 358 0 0 443 661 0 0 0 458 1477 119
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: 142 358 0 0 443 661 0 0 0 458 1477 119
Added Vol: 0 0 0 0 0 0 0 0 0 2 -3 2
PasserByVol: 10 36 0 0 30 48 0 0 0 40 107 13
Initial Fut: 152 394 0 0 473 709 0 0 0 500 1581 134
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: 152 394 0 0 473 709 0 0 0 500 1581 134
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 152 394 0 0 473 709 0 0 0 500 1581 134
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: 152 394 0 0 473 709 0 0 0 500 1581 134
---------------------------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 2.00 0.00 0.00 1.60 2.40 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 3200 0 0 2561 3839 0 0 0 1600 6025 375 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.12 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.31 0.26 0.36 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 19:00:21 Page 9-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.504
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 0 168 319 245 725 0 258 1117 112 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: 0 168 319 245 725 0 258 1117 112 0 0 0
Added Vol: 0 0 0 2 0 0 0 11 0 0 0 0
PasserByVol: 0 31 18 40 29 0 15 46 4 0 0 0
Initial Fut: 0 199 337 287 754 0 273 1174 116 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: 0 199 337 287 754 0 273 1174 116 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 199 337 287 754 0 273 1174 116 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: 0 199 337 287 754 0 273 1174 116 0 0 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: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.73 0.27 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5968 432 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.06 0.11 0.09 0.24 0.00 0.17 0.20 0.27 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 19:00:21 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.836
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1151 55 166 999 617 315 319 64 78 1038 209 Added Vol: 0 2 0 0 7 0 0 0 0 0 0 0
PasserByVol: 0 141 0 8 171 0 0 0 0 0 0 4
Initial Fut: 216 1294 55 174 1177 617 315 319 64 78 1038 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 216 1294 55 174 1177 617 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 216 1294 55 174 1177 617 315 319 64 78 1038 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: 216 1294 55 174 1177 617 315 319 64 78 1038 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 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 3998 802 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.14 0.20 0.03 0.11 0.18 0.39 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 19:00:21 Page 11-1
Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.680
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 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: 119 857 31 48 858 165 304 277 42 109 500 210
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 917 33 51 918 177 304 277 42 109 500 210 Added Vol: 0 0 0 0 7 0 2 0 0 0 0 0
PasserByVol: 0 84 0 59 125 3 21 41 0 0 72 46
Initial Fut: 127 1001 33 110 1050 180 327 318 42 109 572 256 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 1001 33 110 1050 180 327 318 42 109 572 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 1001 33 110 1050 180 327 318 42 109 572 256 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: 127 1001 33 110 1050 180 327 318 42 109 572 256 ---------------------------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 1.00 3.42 0.58 1.43 1.39 0.18 1.00 1.38 0.62 Final Sat.: 1600 4800 1600 1600 5465 935 2288 2220 293 1600 2211 989 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.08 0.21 0.02 0.07 0.19 0.19 0.14 0.14 0.14 0.07 0.26 0.26 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 176 15-296

Default Scenario Thu Nov 11, 2021 19:00:21 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.571
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 850 292 60 972 50 98 141 194 612 89 89
Added Vol: 0 0 0 0 7 0 0 0 0 2 0 0
PasserByVol: 0 91 18 0 119 0 0 0 0 15 0 0
Initial Fut: 40 941 310 60 1098 50 98 141 194 629 89 89 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: 40 941 310 60 1098 50 98 141 194 629 89 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 941 310 60 1098 50 98 141 194 629 89 89 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: 40 941 310 60 1098 50 98 141 194 629 89 89 ---------------------------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 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.50 0.50 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 800 800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.19 0.04 0.23 0.03 0.06 0.09 0.12 0.20 0.11 0.11 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 19:00:21 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.811
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 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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 276 710 334 162 1540 414 265 1005 54 484 1064 212 Added Vol: 9 0 0 0 0 10 0 3 -3 0 12 0
PasserByVol: 8 65 104 24 73 41 32 298 10 152 319 13
Initial Fut: 293 775 438 186 1613 465 297 1306 61 636 1395 225 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: 293 775 438 186 1613 0 297 1306 61 636 1395 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 293 775 438 186 1613 0 297 1306 61 636 1395 225 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: 293 775 438 186 1613 0 297 1306 61 636 1395 225 OvlAdjVol: 226
---------------------------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 6117 283 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.16 0.27 0.06 0.34 0.00 0.09 0.21 0.21 0.13 0.29 0.14 OvlAdjV/S: 0.14
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 19:00:21 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.659
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: 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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 142 2315 140 157 2450 226 188 210 205 257 215 109 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 2500 151 170 2646 244 188 210 205 257 215 109 Added Vol: 0 4 0 0 -3 0 0 0 0 0 0 0
PasserByVol: 4 148 24 0 196 11 5 55 2 11 36 0
Initial Fut: 157 2652 175 170 2839 255 193 265 207 268 251 109 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: 157 2652 0 170 2839 255 193 265 0 268 251 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 157 2652 0 170 2839 255 193 265 0 268 251 109 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: 157 2652 0 170 2839 255 193 265 0 268 251 109 OvlAdjVol: 159 24
---------------------------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---------------11---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.05 0.41 0.00 0.05 0.44 0.16 0.06 0.08 0.00 0.08 0.08 0.07 OvlAdjV/S: 0.10 0.02
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 179 15-299

Default Scenario Thu Nov 11, 2021 19:00:21 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.673
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 1221 516 196 1437 153 175 586 192 202 334 152 Added Vol: 0 3 0 0 12 0 0 0 0 0 0 0
PasserByVol: 10 282 5 46 295 2 1 1 20 10 1 98
Initial Fut: 88 1506 521 242 1744 155 176 587 212 212 335 250 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: 88 1506 521 242 1744 155 176 587 0 212 335 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 1506 521 242 1744 155 176 587 0 212 335 250 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: 88 1506 521 242 1744 155 176 587 0 212 335 250 ---------------------------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 2.76 0.24 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4408 392 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.31 0.33 0.08 0.40 0.40 0.06 0.18 0.00 0.07 0.10 0.16 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 180 15-300

Default Scenario Thu Nov 11, 2021 19:00:21 Page 16-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.545
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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 779 1573 886 0 961 793 0 0 0 0 0 0
Added Vol: 15 0 0 0 0 31 0 0 0 0 0 0
PasserByVol: 23 339 30 0 262 104 0 0 0 0 0 0
Initial Fut: 817 1912 916 0 1223 928 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: 817 1912 0 0 1223 928 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 817 1912 0 0 1223 928 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: 817 1912 0 0 1223 928 0 0 0 0 0 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 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: 0.26 0.40 0.00 0.00 0.25 0.29 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 181 15-301

Default Scenario Thu Nov 11, 2021 19:00:21 Page 17-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.698
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 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
------------ I---------------II---------------II---------------II---------------I Volume Module:

Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0
Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1947 81 0 1031 0 961 860 1029 0 0 0
Added Vol: 0 4 0 0 0 0 11 3 -2 0 0 0
PasserByVol: 0 224 0 0 260 0 154 9 48 0 0 0
Initial Fut: 0 2175 81 0 1291 0 1126 872 1075 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 2175 81 0 1291 0 1126 872 1075 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2175 81 0 1291 0 1126 872 1075 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 2175 81 0 1291 0 1126 872 1075 0 0 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: 0.00 4.82 0.18 0.00 4.00 0.00 1.69 1.31 2.00 0.00 0.00 0.00 Final Sat.: 0 7712 288 0 6400 0 2705 2095 3200 0 0 0
------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.28 0.28 0.00 0.20 0.00 0.42 0.42 0.34 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 19:00:21 Page 18-1
Picerne Residential (1300 Bristol Street North)
CEQA 2026 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): 0.626
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: 46 1498 207 142 1485 423 215 90 21 238 111 136 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 1603 221 152 1589 453 215 90 21 238 111 136 Added Vol: 0 4 0 0 -2 0 0 0 0 0 0 0
PasserByVol: 0 238 46 1 287 20 8 0 0 70 0 1
Initial Fut: 49 1845 267 153 1874 473 223 90 21 308 111 137 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: 49 1845 267 153 1874 473 223 90 21 308 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 1845 267 153 1874 473 223 90 21 308 111 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: 49 1845 267 153 1874 473 223 90 21 308 111 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 1.42 0.58 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2280 920 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.38 0.17 0.05 0.39 0.30 0.10 0.10 0.01 0.10 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 183 15-303

POST 2030 GENERAL PLAN BUILDOUT WITHOUT PROJECT
Apx - 184 15-304

Default Scenario Thu Nov 11, 2021 19:01:33 Page 4-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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): 1.024
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 540 3220 0 0 510 410 0 0 0 310 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
---------------------------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 3.56 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 - 185 15-305

Default Scenario Thu Nov 11, 2021 19:01:33 Page 5-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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: 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 - 186 15-306

Default Scenario Thu Nov 11, 2021 19:01:33 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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): 0.916
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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 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 - 187 15-307

Default Scenario Thu Nov 11, 2021 19:01:33 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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): 0.547
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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: 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 - 188 15-308

Default Scenario Thu Nov 11, 2021 19:01:33 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 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 - 189 15-309

Default Scenario Thu Nov 11, 2021 19:01:33 Page 9-1
Picerne Residential (1300 Bristol Street North)
General Plan Without 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): 0.796
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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 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 - 190 15-310

Default Scenario Thu Nov 11, 2021 19:01:33 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 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.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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): 0.877
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
------------ I---------------II---------------II---------------II---------------I 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: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 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 3.67 0.33 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5867 533 4800 4800 1600 ------------I---------------II---------------11---------------11---------------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.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0 0
0: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 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---------------11---------------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 OvlAdjV/S: 0.14 0.00
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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): 0.930
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 3.46 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 - 194 15-314

Default Scenario Thu Nov 11, 2021 19:01:33 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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): 0.681
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
------------ I---------------II---------------II---------------II---------------I 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: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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 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 - 195 15-315

Default Scenario Thu Nov 11, 2021 19:01:33 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
General Plan Without 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): 0.942
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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: 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 - 196 15-316

Default Scenario Thu Nov 11, 2021 19:01:33 Page 16-1
Picerne Residential (1300 Bristol Street North)
General Plan Without 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 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 - 197 15-317

Default Scenario Thu Nov 11, 2021 19:02:43 Page 4-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 0.948
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 600 1700 0 0 1850 1270 0 0 0 540 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
---------------------------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 3.81 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 - 198 15-318

Default Scenario Thu Nov 11, 2021 19:02:43 Page 5-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 0.774
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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: 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 - 199 15-319

Default Scenario Thu Nov 11, 2021 19:02:43 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 0.811
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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 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.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 0.625
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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: 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 - 201 15-321

Default Scenario Thu Nov 11, 2021 19:02:43 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 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 - 202 15-322

Default Scenario Thu Nov 11, 2021 19:02:43 Page 9-1
Picerne Residential (1300 Bristol Street North)
Gneral 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): 1.016
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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 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 - 203 15-323

Default Scenario Thu Nov 11, 2021 19:02:43 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 0.682
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 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 - 204 15-324

Default Scenario Thu Nov 11, 2021 19:02:43 Page 11-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 0.858
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
------------ I---------------II---------------II---------------II---------------I 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: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 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 6111 289 4800 4800 1600 ------------I---------------II---------------11---------------11---------------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 - 205 15-325

Default Scenario Thu Nov 11, 2021 19:02:43 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 0.792
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 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---------------11---------------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 - 206 15-326

Default Scenario Thu Nov 11, 2021 19:02:43 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 1.180
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 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 - 207 15-327

Default Scenario Thu Nov 11, 2021 19:02:43 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 0.606
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
------------ I---------------II---------------II---------------II---------------I 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: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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 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 - 208 15-328

Default Scenario Thu Nov 11, 2021 19:02:43 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral 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): 0.867
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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
---------------------------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: 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 - 209 15-329

Default Scenario Thu Nov 11, 2021 19:02:43 Page 16-1
Picerne Residential (1300 Bristol Street North)
Gneral 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 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 ---------------------------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 1.29 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 - 210 15-330

POST 2030 GENERAL PLAN BUILDOUT WITH PROJECT
Apx - 211 15-331

Default Scenario Thu Nov 11, 2021 19:03:20 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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): 1.024
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
------------ I---------------II---------------II---------------II---------------I 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 1 3 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 540 3220 0 0 510 410 0 0 0 311 2013 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 0 311 2013 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 0 311 2013 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 0 311 2013 250
---------------------------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 3.56 0.44 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5693 707 ------------ 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 - 212 15-332

Default Scenario Thu Nov 11, 2021 19:03:20 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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
------------ I---------------II---------------II---------------II---------------I 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 0 0 1 0 0 1 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 2380 510 110 731 0 1370 1591 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 510 110 731 0 1370 1591 670 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2380 510 110 731 0 1370 1591 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 510 110 731 0 1370 1591 670 0 0 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: 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 2961 3439 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 - 213 15-333

Default Scenario Thu Nov 11, 2021 19:03:20 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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): 0.917
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
------------ I---------------II---------------II---------------II---------------I 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 9 4 3
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 110 1230 0 0 270 400 0 0 0 489 1734 823
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 0 489 1734 823
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 110 1230 0 0 270 400 0 0 0 489 1734 823
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 0 489 1734 823
---------------------------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 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 4855 1545 ------------ 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 0.53 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 214 15-334

Default Scenario Thu Nov 11, 2021 19:03:20 Page 9-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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): 0.550
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
------------ I---------------II---------------II---------------II---------------I 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 9 0 0 0 1 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 500 390 289 450 0 850 1201 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: 0 500 390 289 450 0 850 1201 210 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 500 390 289 450 0 850 1201 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: 0 500 390 289 450 0 850 1201 210 0 0 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: 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 2652 4633 714 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 - 215 15-335

Default Scenario Thu Nov 11, 2021 19:03:20 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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
------------ I---------------II---------------II---------------II---------------I 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 2 0 0 1 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 150 1662 120 240 991 550 770 990 200 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 1662 120 240 991 550 770 990 200 40 630 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 150 1662 120 240 991 550 770 990 200 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 1662 120 240 991 550 770 990 200 40 630 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 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 - 216 15-336

Default Scenario Thu Nov 11, 2021 19:03:20 Page 11-1
Picerne Residential (1300 Bristol Street North)
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): 0.796
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 Added Vol: 0 0 0 0 1 0 2 1 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 50 1340 140 180 811 230 712 671 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 140 180 811 230 712 671 60 50 310 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 1340 140 180 811 230 712 671 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 140 180 811 230 712 671 60 50 310 20 ---------------------------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 1.00 3.12 0.88 1.49 1.39 0.12 1.00 1.88 0.12 Final Sat.: 1600 4800 1600 1600 4986 1414 2373 2228 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 - 217 15-337

Default Scenario Thu Nov 11, 2021 19:03:20 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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
------------ I---------------II---------------II---------------II---------------I 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 1 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 130 1460 580 60 671 190 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 60 671 190 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 60 671 190 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 60 671 190 40 170 60 170 180 40 ---------------------------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 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 - 218 15-338

Default Scenario Thu Nov 11, 2021 19:03:20 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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): 0.877
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
------------ I---------------II---------------II---------------II---------------I 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: 1 0 0 0 0 1 0 4 2 0 1 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 211 1890 600 130 570 131 670 1764 162 420 1121 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: 211 1890 600 130 570 0 670 1764 162 420 1121 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 211 1890 600 130 570 0 670 1764 162 420 1121 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: 211 1890 600 130 570 0 670 1764 162 420 1121 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 5862 538 4800 4800 1600 ------------I---------------II---------------11---------------11---------------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 - 219 15-339

Default Scenario Thu Nov 11, 2021 19:03:20 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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
------------ I---------------II---------------II---------------II---------------I 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 2 0 0 0 0 0 0 0
0: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 390 3681 210 60 2712 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 2712 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 2712 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 2712 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---------------11---------------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.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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): 0.930
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
------------ I---------------II---------------II---------------II---------------I 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 4 0 0 1 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 100 2034 320 700 1711 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 2034 320 700 1711 360 260 280 0 800 840 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 100 2034 320 700 1711 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 2034 320 700 1711 360 260 280 0 800 840 170 ---------------------------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 3.46 0.54 2.00 2.48 0.52 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5530 870 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.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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): 0.683
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
------------ I---------------II---------------II---------------II---------------I 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: 2 6 0 0 0 3 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 1142 3276 0 0 730 743 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: 1142 3276 0 0 730 743 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1142 3276 0 0 730 743 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: 1142 3276 0 0 730 743 0 0 0 0 0 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 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.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
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): 0.944
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
------------ I---------------II---------------II---------------II---------------I 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 7 2 2 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 2101 60 0 700 0 2157 572 1022 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 2157 572 1022 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 2157 572 1022 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 2157 572 1022 0 0 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: 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.

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Picerne Residential (1300 Bristol Street North)
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 2 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 1092 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 1092 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 1092 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 1092 270 510 120 10 340 110 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 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.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.949
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
------------ I---------------II---------------II---------------II---------------I 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 2 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 2882 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 2882 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 2882 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 2882 140
---------------------------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 3.81 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 - 225 15-345

Default Scenario Thu Nov 11, 2021 19:03:53 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.775
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
------------ I---------------II---------------II---------------II---------------I 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 1 0 1 0 0 3 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1770 411 310 2061 0 550 1423 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 411 310 2061 0 550 1423 630 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1770 411 310 2061 0 550 1423 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 411 310 2061 0 550 1423 630 0 0 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: 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 6492 1508 1600 4800 0 1784 4616 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.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.812
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
------------ I---------------II---------------II---------------II---------------I 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 6 3 2
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 180 600 0 0 830 1480 0 0 0 536 1733 162
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 0 536 1733 162
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 600 0 0 830 1480 0 0 0 536 1733 162
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 0 536 1733 162
---------------------------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 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 5990 410 ------------ 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 0.39 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.626
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
------------ I---------------II---------------II---------------II---------------I 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 6 0 0 0 4 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 330 300 446 920 0 380 1494 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: 0 330 300 446 920 0 380 1494 130 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 330 300 446 920 0 380 1494 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: 0 330 300 446 920 0 380 1494 130 0 0 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: 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 6016 384 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.

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Default Scenario Thu Nov 11, 2021 19:03:53 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 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
------------ I---------------II---------------II---------------II---------------I 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 2 0 0 2 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 320 1522 80 150 1512 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 1522 80 150 1512 910 530 700 160 160 1470 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 320 1522 80 150 1512 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 1522 80 150 1512 910 530 700 160 160 1470 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 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 - 229 15-349

Default Scenario Thu Nov 11, 2021 19:03:53 Page 11-1
Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 1.017
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 2 0 2 1 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 180 1030 60 130 1282 390 462 481 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 1282 390 462 481 70 150 1020 360 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 180 1030 60 130 1282 390 462 481 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 1282 390 462 481 70 150 1020 360 ---------------------------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 1.00 3.07 0.93 1.37 1.42 0.21 1.00 1.48 0.52 Final Sat.: 1600 4800 1600 1600 4907 1493 2195 2275 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 - 230 15-350

Default Scenario Thu Nov 11, 2021 19:03:53 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.683
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
------------ I---------------II---------------II---------------II---------------I 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 2 0 0 0 0 1 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 50 960 180 110 1282 110 140 270 100 861 210 110 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 1282 110 140 270 100 861 210 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 960 180 110 1282 110 140 270 100 861 210 110 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 1282 110 140 270 100 861 210 110 ---------------------------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 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 - 231 15-351

Default Scenario Thu Nov 11, 2021 19:03:53 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.859
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
------------ I---------------II---------------II---------------II---------------I 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: 3 0 0 0 0 3 0 3 1 0 4 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 293 870 620 260 1600 563 240 1483 71 920 1574 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: 293 870 620 260 1600 0 240 1483 71 920 1574 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 293 870 620 260 1600 0 240 1483 71 920 1574 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: 293 870 620 260 1600 0 240 1483 71 920 1574 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 6108 292 4800 4800 1600 ------------I---------------II---------------11---------------11---------------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 - 232 15-352

Default Scenario Thu Nov 11, 2021 19:03:53 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.792
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
------------ I---------------II---------------II---------------II---------------I 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 2 0 0 1 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 260 2712 140 40 3091 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 2712 0 40 3091 480 330 210 0 220 400 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 260 2712 0 40 3091 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 2712 0 40 3091 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---------------11---------------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 - 233 15-353

Default Scenario Thu Nov 11, 2021 19:03:53 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 1.181
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
------------ I---------------II---------------II---------------II---------------I 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 3 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: 160 1953 720 470 2664 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 1953 720 470 2664 260 610 850 0 360 650 530 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 160 1953 720 470 2664 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 1953 720 470 2664 260 610 850 0 360 650 530 ---------------------------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 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 - 234 15-354

Default Scenario Thu Nov 11, 2021 19:03:53 Page 16-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.611
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
------------ I---------------II---------------II---------------II---------------I 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: 6 4 0 0 0 10 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 906 2624 0 0 1460 1050 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: 906 2624 0 0 1460 1050 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 906 2624 0 0 1460 1050 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: 906 2624 0 0 1460 1050 0 0 0 0 0 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 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 - 235 15-355

Default Scenario Thu Nov 11, 2021 19:03:53 Page 17-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.869
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
------------ I---------------II---------------II---------------II---------------I 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 2 0 0 0 0 8 1 1 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 2362 110 0 1490 0 1188 1501 1011 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 2362 110 0 1490 0 1188 1501 1011 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2362 110 0 1490 0 1188 1501 1011 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 2362 110 0 1490 0 1188 1501 1011 0 0 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: 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 2121 2679 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 - 236 15-356

Default Scenario Thu Nov 11, 2021 19:03:53 Page 18-1
Picerne Residential (1300 Bristol Street North)
Gneral Plan 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): 0.667
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 2 0 0 1 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 50 1942 360 190 1921 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 1942 360 190 1921 390 200 110 10 340 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 50 1942 360 190 1921 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 1942 360 190 1921 390 200 110 10 340 110 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 1.29 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 - 237 15-357

APPENDIX D

APPROVED PROJECTS LIST AND CUMULATIVE PROJECTS
Apx - 238 15-358

9/13/21, 2:21 PM Report - Traffics
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)
15 958
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
0 974

BIRCH NEWPORT EXECUTIVE CTR
70 975

EBB TIDE RESIDENTIAL
20 976

ENC PRE-SCHOOL
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)
5 982
Uptown Newport: Phase 2 Only
0 983
Residences at 4400 VK
0 https:Hstaff.newportbeachca.gov/Traffics/Home/Report Apx - 239 15-359

9/13/21, 2:21 PM Report - Traffics
Approved Projects 80% Volume Summary Intersection Report Intersection (4155::: IRVINE AVE / CAMPUS DR BRISTOL ST)

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 4 25 11 0 0 2 2 0 25 0 5 6 0 0 0 0
PM 23 11 14 0 0 4 19 0 11 0 10 4 0 0 0 0
Intersection (4160::: BRISTOL ST / BIRCH ST)

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 8 27 6 0 0 5 3 8 19 0 0 0 6 0 0 0
PM 37 13 22 0 0 19 18 3 10 0 0 18 4 0 0 0
Intersection (4170::: JAMBOREE RD / BRISTOL ST)

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 36 69 58 0 0 36 0 0 69 0 20 9 29 0 0 0
PM 90 30 152 0 0 90 0 0 30 0 109 7 36 0 0 0
Intersection (4172::: CAMPUS DR / BRISTOL ST N )

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 7 7 0 122 0 7 0 0 7 0 0 0 0 18 104 0
PM 14 4 0 62 0 14 0 0 4 0 0 0 0 7 55 0
https://staff.newportbeachca.gov/Traffics/Home/Report Apx - 240 15-280

9/13/21, 2:21 PM Report - Traffics
Approved Projects 80% Volume Summary Intersection Report Intersection (4175::: BRISTOL ST N / BIRCH ST)

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 5 39 0 112 2 3 0 0 16 23 0 0 0 11 98 3
PM 19 18 0 59 8 11 0 0 8 10 0 0 0 6 49 4
Intersection (4190::: JAMBOREE RD / BRISTOL ST N )

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 58 168 0 0 7 34 17 0 69 99 0 0 0 0 0 0
PM 213 81 0 0 6 177 30 0 32 49 0 0 0 0 0 0
Intersection (4275::: JAMBOREE RD / MACARTHUR BLVD )

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 19 55 41 224 0 12 7 7 30 18 9 32 0 52 151 21
PM 81 48 178 107 0 27 54 24 12 12 14 164 0 23 71 13
Intersection (4285::: MACARTHUR BLVD / NEWPORT PLACE DR VON KARMAN AVE)

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 38 39 0 16 0 32 6 0 39 0 0 0 0 16 0 0
PM 53 34 0 10 0 37 16 0 34 0 0 0 0 10 0 0
https://staff.newportbeachca.gov/Traffics/Home/Report Apx - 241 15-381

9/13/21, 2:21 PM Report - Traffics
Approved Projects 80% Volume Summary Intersection Report Intersection (4295::: BIRCH ST / MACARTHUR BLVD )

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 27 46 39 67 0 27 0 12 31 3 28 11 0 0 17 50
PM 30 94 29 41 0 30 0 52 40 2 14 15 0 0 14 27
Intersection (4300::: CAMPUS DR / MACARTHUR BLVD )

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 92 42 0 7 0 92 0 2 40 0 0 0 0 0 0 7
PM 61 86 0 4 0 61 0 8 78 0 0 0 0 0 0 4
Intersection (4305::: JAMBOREE RD / CAMPUS DR )

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 144 28 6 2 18 116 10 0 27 1 2 0 4 2 0 0
PM 71 119 21 10 10 56 5 0 117 2 1 0 20 10 0 0
Intersection (4765::: JAMBOREE RD / EASTBLUFF DR / UNIVERSITY DR)

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 46 96 0 0 0 42 4 0 96 0 0 0 0 0 0 0
PM 120 66 0 7 0 113 7 0 66 0 0 0 0 7 0 0
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9/13/21, 2:21 PM Report - Traffics
Approved Projects 80% Volume Summary Intersection Report Intersection (4995::: BISON AVE / MACARTHUR BLVD )

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 30 51 8 17 1 21 8 0 49 2 2 5 1 16 1 0
PM 86 40 10 10 4 64 18 0 29 11 5 3 2 6 4 0
https://staff.newportbeachca.gov/Traffics/Home/Report Apx - 243 15-3&3

Cumulative (Pending) Projects List — September 2021
Projects of significant size to have a potential cumulative impact 1400 Bristol St
1400 Bristol St. North
New: 37,515 SF medical office
Medical Offices
Existing: 37,515 SF general office
Newport Beach
445 E. Coast Hwy
New:

Porsche
Two-level 143,494 SF dealership with 37
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
North Parcel
2001-2241 West Coast Hwy
0 108 residential (apartments) DU
• 55,280 SF office
• 7,900 SF vehicle showroom
South Parcel
• 14 residential (condominiums) DU
• 9,100 SF restaurant
• 3,815 SF cafe/food service
• 36,620 SF office
• 2,000 SF boat office/rental
• 10,750 SF boat showroom
• 63 berths marina
Existing:
• Variety of retail, office, shipyard sales and
marina
Residences at
150 Newport Center Dr
New: 28 residential (condominiums) DU
Newport Center
No traffic phasing ordinance
Existing: Car wash
study.
1300 Bristol St
1300 Bristol St North
New:

Residences
0 193 residential (apartments) DU
Existing:
• 33,292 SF general office
Starbucks
2122 Bristol St South
New: 2,565 SF coffee shop with drive-through
Existing: 2,565 SF fast-food with drive-through
Newport Coast
See Staff for update.

Last Update: 9/8/21
Apx - 244 15-364

Cumulative Projects List
This list has three parts: Reasonably Foreseeable Projects, CIP (Capital Improvements Program) Reasonably Foreseeable Projects, and Approved Projects Reasonably Foreseeable Discretionary Projects with CEQA review or Traffic Study:

Rev: 2021 -08 -16 -cc
Project
Proposed Land Uses/Project
Location
Determination/Status
Discretionary Actions
Project
Description
Planner
A tentative parcel map, condominium
Conditional Use Permit
conversion, conditional use permit,
No. UP2020-185
modification permit, and traffic study for
Application submitted April 1, 2020.

Condominium
an office complex that comprises of two,
Application continued by the Planning
Conversion No.

Bristol
two-story buildings totaling 37,515
Commission June 3, 2021.

CC2020-002
Medical Offices
Medi e
square feet. A modification permit is
q p
1400 Bristol St. N.
c
Application incomplete due to
Tentative Parcel Map
David Lee
required for the addition of 17 lift parking
revisions required for the parking
No. NP2020-003
spaces. A conditional use permit is
p p
study.
• Modification Permit No.
required since there is a 21 -space
MD2021-002
parking deficit.

Traffic Study No.

TS2021-001
A coastal development permit,
conditional use permit, and major site
development review to demolish an
Major Site Development
existing, single story Porsche dealership
Review SD2020-###
and construct a new two-level, 143,494
Application submitted November 3,
Coastal Development
Newport Beach
square -foot dealership building which
445 East Coast Highway
2020. Application incomplete due to
Permit No. CD2020-###
David Lee
Porsche
includes 37 service bays, show room,
comments from City departments.

Conditional Use Permit
parts storage, offices, and parking.

Parking is also proposed on the rooftop
No. 202
of the building. The existing 3,961-
(PA2020-319)
9)
square -foot Bentley dealership is to
remain.

A coastal development permit to
215 Riverside Office
demolish an existing restaurant/office
Class 32 Exemption. Application on
Conditional Use Permit
and Parking
building, and associated surface parking
215 Riverside Avenue
appeal to California Coastal
Coastal Development
Makana
Structure
lot and to construct a new 41 -space two
Commission. City Council approved
Permit
Nova
(PA2019023)
level parking structure and a 2,744-
on May 12, 2020.
square -foot office building.

A coastal development permit,
Coastal Development
conditional use permit, traffic study, and
Class 32 Exemption under
Permit
The Garden
operator license for conversion of an
preparation. Traffic study completed.■
Conditional Use Permit
Makana
Restaurant
existing retail building for a new 7,705-
2902 West Coast Highway
Parking management plan requested
■ Operator License
Nova
(PA2019-006)
gross -square -foot fine restaurant and
from applicant. No current application
■ Site development review
2,535 -square -foot roof top outdoor
activity.

Traffic Study
dining terrace.

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Project
Proposed Land Uses/Project
Location
Determination/Status
Discretionary Actions
Project
Description
Planner
A coastal development permit, major site
development review, tentative tract map,
traffic study, and EIR for the demolition of
all structures on-site (with the exception of
Approval in Concept No.
buildings at 2241 West Coast Highway
8001
and 2244 West Coast Highway) and the
Coastal
Coastal Development
construction of 128,640 square feet of
Permit No. CDe
nonresidential uses (retail, vehicle/boat
Application submitted on December
Conditional Use Permit
Permit
sales, office and food service), 108
2200-2244 West Coast
4, 2017. Revised project plans
p � p
No. UP2017-032
Newport Village
apartment units, 14 condominiums, and
Highway and 2001-22241 West
submitted on July 2020, deemed
Site Development Review
Liz
(PA2017-253)
subterranean/surface parking garages
Coast Highway Newport Village
incomplete by Staff September 2020.

No.SD2017-011
Westmorel
with 827 parking spaces. The project
(former Ardell site)
NOP and EIR Scoping meeting held
Traffic Stud No. TS2018-
Y
and
includes a new public walkway along the
November of 2019. Draft EIR under
001
waterfront and marina improvements. The
preparation.
• act Map No.

Tentative Tract
maximum height of buildings on the north
N
parcel is 26 feet for a flat roof and 31 feet
• Environmental Impact
for a pitched roofline measured from
Report No. ER2017-002
established grade. The maximum height
of buildings on the south parcel is 35 feet
for a flat roof measured from established
grade.
■ Development Agreement
No. DA2020-001
■ General Plan Amendment
No. GP2020-001
■ Zoning Code Amendment
Application submitted on 01/31/2020,
No. CA2020-008
Residences at
Demolition of existing carwash and
deemed incomplete. DEIR review
■ Planned Community
Liz
Newport Center
construction of 28 condominium units. No
150 New P ort Center Drive
period ended June 14, 2021.

Development Plan No.

Westmore)
traffic study (TPO Analysis) required.

Planning Commission hearing
PC2020-001
and
scheduled August 19, 2021.
■ Major Site Development
Review No. SD2020-001
■ Tentative Tract Map No.

NT2020-001
■ Environmental Impact
Report ER2021-002
• Site Development
Demolition of existing office building,
Review SD2021-003
construction of 193 apartments (24 low•
Application submitted on June 30,
Traffic Study
1300 Bristol
income). The podium-style building
1300 North Bristol Street
2021. Deemed incomplete on July 29,
•Affordable Housing
Implementation Plan
Rosalinh
Ung/Chels
Residences
includes 5 levels of apartments, 1 level
2021. Addendum to 2006 General
EIR Addendum
ea Crager
of at-grade parking garage, and 2 levels
Plan EIR is anticipated.
• Transfer of
of subterranean parking.

Development Rights
'UCI
Construct new 350,000 sq. ft. hospital
Approved January 2021.

University of
North Campus
that will include emergency services, a
UCI North Campus, West of
Construction anticipated to be
• EIR
CA Lead
Hospital Project
200,000 sq. ft. ambulatory care center, a
Jamboree and Birch
completed in 2025.
• LRDP Amendment
Agency
central plant, and parking structure.
'UCI
Replace buildings near the intersection
Construction planned 2021 -2022.

North Campus
of Jamboree and Birch
UCI North Campus, West of
City of Newport Beach will review
University of
Child Health/Medical
Street with 168 k GSF, 5-story Center
Jamboree and Birch
proposed restriping on Jamboree
• IS/MND
CA Lead
Office
for Child Health/Medical Office building
within the City's boundaries.

Agency
and 800-space parking garage.
• Use Permit
Convert an existing fast-food restaurant
• Parking Waiver
Patrick
Starbucks -Birch
into a fast-food restaurant specializing in
2122 Bristol Street
Applied 7/26/2021
• Traffic Study
Achis
beverages (Starbucks)
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--F
Project Proposed Land Uses/Project Location Determination/status Discretionary Actions Project Description Planner
*Not Located within the City of Newport Beach.

AELUP: Airport Environs Land Use Plan; CDP: Coastal Development Permit; CUP: Conditional Use Permit; cy: cubic yards; DA: Development Agreement; DTSP: Downtown Specific Plan; EIR: Environmental Impact Report; FAA: Federal Aviation Administration; GPA: General Plan Amendment; gsf: gross square feet; HBGS: Huntington Beach Generating Station; 1- 405: Interstate 405 freeway; IBC: Irvine Business Complex; IS: Initial Study; ITC: Irvine Technology Center; LAFCO: Local Agency Formation Commission; LCP: Local Coastal Program; LRDP: Long Range Development Plan; MCAS: Marine Corps Air Station; MND: Mitigated Negative Declaration; ND: Negative Declaration; PA: Planning Area; PC: Planned Community; sf: square feet; SP: Specific Plan; SR -73: State Route 73; TDR: transfer of development rights; TPM: Tentative Parcel Map; TTM: Tentative Tract Map; VTTM: Vesting Tentative Tract Map; ZC: Zone Change
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Discretionary Projects with CEQA review and Traffic Study Approved by the City and Percent Occupied:

Rev: 2021 -08 -16 -cc
Project
Proposed Land Uses
Location
Determination/Status
Discretionary Actions
Project Planner
Traffic
Study
Percent
Occupied
• Coastal Development
Demolition of a 4,487 square foot
Permit
2510 PCH
boat sales and construct a new
2510 West Coast
0 Tentative Parcel Map
Mixed -Use
mixed-use development. Project
includes a 5,096 square foot office
Hwy
2530 West Coast
Approved July 27, 2021
Conditional Use
Permit
Matthew Schneider
No
0%
Development
and 36 dwelling units. 33 units will be
Hwy
• Major Site
market rate and 3 will be affordable.

Development Review
• Planned Community
Development Plan
Amendment No.

PD2020-001
• Site Development
Application submitted on April
Plan No. SD2020-006
21, 2020. Addendum to 2006
• Lot Line Adjustment
Residences at
312 apartment units atop an 825-
General Plan Program EIR is
No. LA2020-002
4400 Von
space parking structure, a separate
4400 Von Karman
completed. Planning
Commission recommended
• Affordable Housing
Implementation Plan
Rosalinh Ung
Yes
0 0%
Karman
294 -space, free-standing parking
Avenue
approval of project on
No. AAH2O20-003
(PA2020-061)
structure, and one -acre public park.

November 5, 2020. City
• Traffic Study No.

Council approved on January
TS2020-001
26, 2021
• Development
Agreement No
DA2020-002
• Addendum No.

ER2020-003
• General Plan
General Plan amendment to re-
4341 Birch St
Amendment No.
designate 16 acres of Campus Tract
4401 Birch St
GP2014-004
from Airport Office and Supporting
4320 Campus Dr
• Code Amendment No.

Uses (AO) to Mixed Use Horizontal 2
4340 Campus Dr
CA2014-225
Newport
(MU -H2) to allow for 329 replacement
4360 Campus Dr
Planning Commission
• Planned Community
Airport Village
dwelling units, a zoning code
4500 Campus Dr
recommended approval
Development Plan No.

No
0%
Mixed-use
amendment to change the zoning
06/04/20. City Council
PC2020-02
Jim Campbell
(PA2014-225)
district from Office Airport (OA) to
4540 Campus Dr
approved 09/22/20.
• Development
Planned Community (PC) and
4570 Campus Dr
Agreement No.
approval of Planned Community
4600 Campus Dr
DA2014-003
Development Plan and, approval of
4630 Campus Dr
an Development Agreement.
4647 MacArthur
EIR Addendum
Blvd
No. ER2020-02
Newport
Site Development
Crossings
A Site Development Review for the
Review No.
(PA2017-107)
development of a mixed-use
1701 Corinthian
SD2017-004
residential project consisting of 350
Way, 4251, 4253
Application submitted on May
rental units, 7,500 square feet of
& 4255 Martingale
31, 2017. Draft EIR completed.

Lot Line
commercial use, and a 0.5 -acre
Way, 4200, 4220
Approved by Planning
Adjustment No.

Jaime Murillo
Yes
0%
public park on a 5.7 -acre property
& 4250 Scott
Commission on February 21,
LA2018-004
known as MacArthur Square. The
2019. Plan check submitted
Affordable Housing
application includes a request for
Drive and 1660
11/17/20 and under review.

Implementation
density bonus and development
Dove Street
Plan No. AH2O18-
incentive/waivers.
001
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Project
Proposed Land Uses
Location
Determination/Status
Discretionary Actions
Project Planner
Traffic
Study
Percent
Occupied
City Council Upheld Planning
Tentative Map No.

Mesa Drive
1501 Mesa Dr.

Commission Approval on
NT2017-003
Liz
Town Homes
8 -unit condominium
20462 Santa Ana
August 18,2019. Class 32
Site Development
No
0%
(PA2017-218)
Ave.

CEQA Exemption. Project is in
Review No.

Westmoreland
plan check.

SD2017-008
■ General Plan
Amendment No.

GP2018-003
■ Planned
Community
Development Plan
No. PC2018-001
Site Development
General Plan amendment, Planned
Community Development Plan
Review No.
amendment, development
Project approved by City
SD2018-003
Vivante Senior
agreement, major site development
850 & 856 San
, Council on September 10
Conditional Use
°
Living
review, conditional use permit, and
Clemente Drive
2019. Projects issued on
Permit No.

Makana Nova
No
0/°
(PA2018-185)
lot merger for 90 -units of senior
October 1, 2020 and project is
UP2018-019
housing and 27 -bed memory care
in under construction.

Lot Merger No.
facility.

LM2018-004
■ Development
Agreement No.

DA2018-005
■ Addendum to
Environmental
Impact Report
No.ER2016-002
Building finaled and occupied
in September of 2019. Building
permits issued Jul. 2, 2018;
■ Minor Use Permit No.

ENC
Preschool
Environmental Nature Center
745 Dover Drive
PlanningCommission
UP2015-020
Makana Nova
Yes
100%
(PA2015-079)
Preschool
Approved 01/21/2016. Class
■ Traffic Study No.
32 CEQA Exemption. Permits
TS2015-001
finaled and school is
operational.
■ Site Development
Review No. SD2014-
005
The project includes the re-
Application submitted on
■ Minor Use Permit No.
subdivision of four lots into three lots
08/05/2014.

UP2014-032
Birch Newport
p
for commercial development and for
p
20350 & 20360
Application and Addendum to
pp
■ Traffic Study No.

Executive
condominium purposes, and the
Birch Street
MND approved by Planning
TS2014-006
Jaime Murillo
Yes
100%
Center
construction of two, 2 -story medical
(Formerly 20352 —
Commission on 02/19/2015.
(PA2014-121)
office buildings totaling 64,000
20412 Birch St)
Shell permits finaled in April
■ Parcel Map No.
square feet in gross floor area and a
2017. 100% occupied June,
NP2014-017
324 -space surface parking lot.
2019
■ Addendum to
Mitigated Negative
Declaration (PA2006-
280)
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Project
Proposed Land Uses
Location
Determination/Status
Discretionary Actions
Project Planner
Traffic
Study
Percent
Occupied
The project includes a Tentative
Tract Map application to subdivide a
Application submitted on

4.7 -acre site for 83 residential lots
06/20/2014.
and a Site Development Review
An MND was prepared. The
. Tentative Tract Map
application for the construction of 83
project was approved and the
No. NT2014-002
single -unit residences, private
MND was adopted by the
■ Traffic Study No.
streets, common open space, and
Planning Commission on
TS2014-007
Ebb Tide
landscaping. The Planned
1560 Placentia
August 6, 2015.

Planned Development
(PA2014-110)
Community Development Plan is
Drive
Under construction. Initial 4 of
Permit No. PL2015-
Jim Campbell
Yes
20%
proposed to establish guidelines for
8 phases are complete and
development of the project site
occupied and the remaining
001
consistent with the General Plan.
are under construction;
. Mitigated Negative
The Code Amendment is proposed to
however, a construction defect
Declaration No.
amend the Zoning Map to change the
has rendered the initial phases
ND2015-002
Zoning District from Multiple -Unit
uninhabitable. The developer
Residential (RM) to Planned
is correcting the issue.

Community (PC).
■ General Plan
Project construction is
Amendment
complete and occupied as of
. Coastal Land Use
November, 2020. Building
Plan Amendment
3303 and 3355
permits issued Apr. 17, 2018.

Zoning Code
Request for the demolition of an
Via Lido
Discretionary applications are
Lido Villas
existing church and office building and
still valid since tract map was
Amendment
Makana
(DART)
legislative approvals for the
Generally bounded by Via
submitted to Public Works for
■ Planned Community
Nova/David Lee
No
100%
(PA2012-146)
development of 23 attached three-
recordation. Application
Development Plan
story townhome condominiums.

Lido, Via Oporto,
approved November 12, 2013.

Site Development
and Via Malaga.

CLUP Amendment approved
Review
by CCC on March 12, 2014.

CDP application Approved by
IS/Mitigated Negative
CCC on 10/09/2014.

Declaration
■ Tentative Tract Map
EIR, Tentative Tract Map,
Traffic Study, and AHIP were
approved by City Council on
. PC Development Plan
2/26/2013. The PC
Amendment and
Development Plan and
Adoption
Uptown
Development Agreement were
• Tentative Tract Map
Newport
Development pment of 1,244 residential
approved on 3/12/2013. North
• Traffic Study (TPO)
Mixed Use
units and 11,500 sf. of commercial
4311 & 4321
and South Buildings have
AHIP
Chelsea Crager
Yes
5%
Development
retail
Jamboree Rd
been completed with a total of
• DA
(PA2011-134 )
366 market rate units and 92
• Airport Land Use
affordable units. 1 -acre public
park completed and occupied.

Commission
Plan check submitted for a 30-
• Environmental Impact
unit condominium
Report
development. Commercial
component on hold.
10 Big Canyon
Mitigated Negative Declaration for
IS/MND approved 12/20/2011.
(PA2010-092)
rough grading for development of a
10 Big Canyon
Project has not been
IS/MND
Makana Nova
No
0%
single-family residence.
constructed.

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Project
Proposed Land Uses
Location
Determination/Status
Discretionary Actions
Project Planner
Traffic
Study
Percent
Occupied
Application approved by
Planning Commission on
1/03/13. Staff Approval No.

SA2013-015 (PA2013-245)
approved December 10, 2013
and Staff Approval No.
• Site Development
SA2014-April 10, 2015 to allow
Review
Plaza Corona
Development of 1,750 sf new office
the reconstruction of Gallo's
• Variance
del Mar
space and six (6) detached
ig hwaEast
Coast Highway
Coast y
and reduction of commercial
. Conditional Use
Makana Nova
No
0%
(PA2010-061)
townhomes.
scope. CEQA Class 32
Permit
exemption.
. Tentative Tract Map
• Modification Permit
Building permits for residential
portion issued 03/17/2017.

Commercial portion issued
Feb. 1, 2018.Under
construction.

IS/MND and project approved
on March 9, 2010.

Modification Permit
Old Newport
Demolition of 3 existing buildings to
328, 332, and 340
Shell building completed
' Traffic Study
■ Use Permit
GPA Project
construct a new 25,000-sf medical
Old Newport Blvd
February 2020.

GP Amendment
Jaime Murillo
Yes
0%
(PA2008-047)
office building.
' Mitigated Negative
Medical office TI permitted
Declaration
February 19, 2021 and under
construction.

Hoag
Memorial
Hospital
Presbyterian
Master Plan
Update Project
(PA2007-073)
■ EIR
■ GP Amendment
Reallocation of up to 225,000 sf of
1 Hoag Dr;
Final EIR certified and project
■ Planned Community
previously approved (but not
northwest of West
approved on May 13, 2008. No
Development Plan
constructed) square footage from the
Coast Hwy and
new major development has
(PC) Text Amendment
Jim Campbell
Yes
0%
Lower Campus to the Upper
Newport Blvd
been constructed or is planned
■ Development
Campus.
in the near future.

Agreement
Amendment
■ CDP (CCC)
Residential development including
201-207
■ EIR
the following: (a) the demolition of the
Carnation Ave
Final EIR was certified and
■ GP Amendment
existing residential structures on the
and 101 Bayside
project approved by the City
■ Coastal Land Use
AERIE Project

1.4 -acre site; (b) the development of
PI; southwest of
on July 14, 2009. A CDP has
Plan (CLUP)
(PA2005-196)
8 residential condominium units; and
Bayside Drive
been approved by the Coastal
Amendment
Jim Campbell
No
0%
(c) the replacement, reconfiguration,
between Bayside
Commission. Project is under
■ Zone Change
and expansion of the existing
PI and Carnation
construction with completion
■ Tract Map
gangway platform, pier walkway, and
Ave, Corona del
anticipated by the end of 2020.
■ Modification Permit
dock facilities on the site.

Mar
■ CDP (CCC)
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Project
Proposed Land Uses
Location
Determination/Status
Discretionary Actions
Project Planner
Traffic
Study
Percent
Occupied
FEIR certified in February
2006.
• Site Plan Review
Vue Newport
A mixed-use development consisting
2300 Newport
Construction is 100%
0 Use Permit
(PA2001-210)
of 27 residential units and
Boulevard
completed.

Tentative Tract Map
Jim Campbell
No
°
30/o
approximately 36,000 square feet of
Environmental Impact
retail and office uses
Leasing of the commercial and
Report
sales of the residential are
slow
• GP Amendment
- Code Amendment
An IS/MND was released for
' CUP
Mariners'
A 19,905-sf, two-story commercial
public review on April 11, 2011.
' Variance
Pointe
building and a three-story parking
100 West Coast
The MND was certified and the
. Site Development
Jaime Murillo
Yes
100%
(PA2010-114)
structure.

Highway
project approved by the City
Review
Council on August 9, 2011.

Last suite TI finaled on 3/18/20.
• Traffic Study
• Mitigated Negative
Declaration
Saint Mark
Church complex with sanctuary,
EIR was released for 45 day
■ GP Amendment
Presbyterian
fellowship hall, administration building
public released on July 21,
. PC Text Amendment
Church
and pre-school. Total square footage
2200 san Joaquin
2004. Project approved by City
■ Parcel Map
Gregg Ramirez
Yes
°
77/°
(PA2003-085)
is 33,867 square feet.

Hills Road
Council October 12, 2004. Pre -
Use Permit
school not entirely constructed.
. Traffic Study (TPO)
■ EIR
Site Development Review, Tentative
Tract Map, and Modification Permit to
allow the demolition of an existing
114-unit residential apartment
complex and redevelopment of the
site with a new 92-unit residential
Site Development
condominium complex. The
Review No. SD2017-
Mariners'
application includes a request to
1244 Irvine
Approved. Under construction
010
Square
establish grade and allow the
Avenue
Tentative Tract Map
Chelsea Crager
Yes
0%
(PA2017-248)
residential units facing Irvine Avenue
No. NT2017-0
to encroach 2 feet into the 20-foot
Modification Permit No.
front setback with portions of the
MD2017-009
upper levels for architectural relief and
articulation.

General Plan Amendment, Planned
• General Plan
Harbor Pointe
Community Text Amendment,
Amendment No.

Senior Living
Conditional Use Permit, and Major
GP2015-004
(PA2015-210)
Site Development Review for a new
Scoping meeting held on
■ Planned Community
approximately 85,000-square-foot
August 15, 2016. Project being
Text Amendment No.
convalescent and congregate care
revisited and redesigned by
PD2015-005
facility with 121 beds (about 101 care
101 Bayview
applicant/developer. EIR
Site Development
units). As proposed, the facility will be
Place
preparation on hold as of June
Benjamin Zdeba
No
°
0/°
developed with one level of
8, 2017. Approved by Planning
Review No. SD2015-
subterranean parking and four levels
Commission on Dec. 6, 2018.
007
of living area. The project site is
Approved by City Council on
■ Conditional Use
currently developed with a single-
Feb. 12, 2019.

Permit No. UP2015-
story restaurant and supporting
047
surface parking area.
■ Mitigated Negative
Declaration
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Rev: 2021 -08 -16 -cc
Project
Proposed Land Uses
Location
Determination/Status
Discretionary Actions
Project Planner
Traffic
Study
Percent
Occupied
■ General Plan
Amendment, Coastal
Request for legislative approvals to
The project was approved by
Land Use Plan
accommodate the future
City Council on February 11,
Amendment, Code
redevelopment of a portion of the
300 E. Coast
2014. The Coastal Land Use
Amendment, Planned
property with a mixed-use waterfront
Highway
Plan Amendment for the
Community
project. The Planned Community
Generally located
project was approved by the
Development Plan, Lot
Back Bay
Development Plan would allow for the
at the
California Coastal Commission
Line Adjustment,
Landing
development of a new enclosed dry
northwesterly
on December 10, 2015.

Traffic Study, and
Jaime Murillo
Yes
0%
(PA2011-216)
stack boat storage facility for 140
corner of east
Site Development Review and
Environmental Impact
boats, 61,534 square feet of visitor-
Coast Highway
Coastal Development Permit
Report — approved
serving retail and recreational marine
and Bayside Drive
application stalled due to
■ CLUP Amendment
facilities, and up to 49 attached
adjacent OCSD Pump Station
approved
residential units.

Project that may impact project
■ Site Development
area.

Review & Coastal
Development Permit
required
City of Newport Beach Public Access
IS/MND was approved by City
and Transient Docks and Expansion
Council on November 25,
■ IS/MND
Balboa Marina
of Balboa Marina
2014. SDR and CUP were
■ Site Development
Expansion
201Eapproved
Coast
by the City in
Review
(PA2012-103)
24 boat slips
Highway
Hi
Hgay
February 2016. The CDP was
■ Conditional Use
Jaime Murillo
Yes
0%
(PA2015-113)
14,252 SF restaurant
approved by the CCC in
Permit
. 664 SF marina restroom
February 2017.
■ CDP (Coastal
Commission)
Plan check never submitted.

A conditional use permit, minor site
development review, tentative tract
■ Coastal Development
map, and coastal development permit
Permit No. CD2017-
to demolish an existing 9,962 -square-
Planning Commission
025
foot commercial building and
approved on July 20, 2019.

Site Development and
Ullman Sail
construct a new mixed-use structure
410 and 412 29th
Class 32 CEQA Exemption.

Use Permit No .

Lofts
with 694 square feet of retail floor area
Street
Project is under construction
SD2017-003,
Makana Nova
No
°
0/°
PA2017-059
( )
and one 2,347 square foot dwelling
q g
with building permits issued
■ Conditional Use Permit
unit on Lot 17 and construct three
September 1, 2020.

No. UP2017-005
residential dwelling units ranging from
■ Tract Map No. NT2017-
2,484 square feet to 2,515 square feet
001 (County Tentative
over Lots 18 and 19.

Parcel Map No. 18108)
■ IS/MND
■ General Plan
Demolition of existing tennis and golf
The project was approved by
Amendment
clubhouses to construct a new 3,735
the City Council on
■ Planned Community
Newport
sf tennis clubhouse and 35,000 sf golf
CDP effective
Development Plan
Beach Country
clubhouse. Included in the project are
through No r
through November 20, 2021.
. Development
Club -Tennis
27 short-term visitor -serving units
East Coast
Building permits have expired
Agreement
Club Site
(bungalows); a bungalow spa/fitness
Hghway
Highway
i
and a new plan check is
. Limited Term Permit
Makana Nova
No
0%
(PA2005-140)
area and concierge and guest
required for the project.
. Conditional Use Permit
PA2016-124
( )
meetingfacilities; and five single-
g
Tentative tract map has been
■ Site Development
(PA2017-091)
family residential dwelling units
submitted to the City Engineer
Review
(villas).
for review.

Coastal Development
Permit
■ Tentative Parcel Map
■ Tentative Tract Map
AELUP: Airport Environs Land Use Plan; CDP: Coastal Development Permit; CUP: Conditional Use Permit; cy: cubic yards; DA: Development Agreement; DTSP: Downtown Specific Plan; EIR: Environmental Impact Report; FAA: Federal Aviation Administration; GPA: General Plan Amendment; gsf: gross square feet; HBGS: Huntington Beach Generating Station; 1-405: Interstate 405 freeway; IBC: Irvine Business Complex; IS: Initial Study; ITC:

Irvine Technology Center; LAFCO: Local Agency Formation Commission; LCP: Local Coastal Program; MCAS: Marine Corps Air Station; MND: Mitigated Negative Declaration; ND: Negative Declaration; PA: Planning Area; PC: Planned Community; sf: square feet; SP: Specific Plan; SR -73: State Route 73; TDR: transfer of development rights; TPM: Tentative Parcel Map; TTM: Tentative Tract Map; VTTM: Vesting Tentative Tract Map; ZC: Zone Change F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 253
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CIP Projects with CEQA review:

Rev: 2021 -08 -16 -cc
Project
Proposed Land Uses/Project
Location
Determination/Status
Discretionary Actions
Project
Description
Planner
Makana
Project initiated in 2019. EIR,
Nova and
Confined Aquatic
An EIR for harbor dredging and safe
Lower Newport Harbor
NOA/NOC, and public comment
Focused EIR
Jaime
Disposal (CAD) and
disposal of unsuitable materials in a
between Lido Isle and Bay
period 12-04-20 to 01-20-21. Harbor
Capital Improvement
Murillo
Harbor Dredging
confined aquatic disposal facility within
Island.

Commission recommended approval
Program, City Council
Newport Harbor.
to CC on 04-14-21. City Council
approved 05-25-21.

Chris
Miller
Class 32 exemption. Conceptual
CDP to CCC
Makana
New square -foot Junior Lifeguard
project plans have been prepared.

PBR recommendation to
Nova
Junior Lifeguard
ng an d recreation event center.
building an
Balboa Village Parking Lot
City Council approved March 9,2021.

City Council
Application submitted to CCC, review
■ Class 32 exemption
Peter
in progress.
(TBD)
Tauscher
Chelsea
Class 32 Exemption
Class 32 Exempt
CDP and Site
Crager
Fire Station
New fire station
2807 Newport Blvd
Plan check approved. Under
Development Review for
construction.

Peter
increased height — to PC
Tauscher
■ Waiver of Development
MND NOD to County Clerk
Standards
Chelsea
Sunset Ridge Park
Pedestrian and Bicycle Bridge across
11/21/2020
Adopt MND
Crager
Bridge and parking
Superior Ave, parking lot, and recreation
4850 W Coast Hwy
CDP application submitted, included
■ CDP to ZA
lot
area
addendum to MND
■ Amendment of Park
Andy Tran
CDP to CCC
Big Canyon Coastal
Final MND adopted on January 29,
Makana
Nova
Habitat Restoration
A mitigated negative declaration for
2019. CDP approved by Coastal
and Adaptation
Phase 2A of habitat restoration at an
1900 Back Bay Drive
Commission on September 11, 2019.
' Mitigated Negative
Plan -Phase 2A

11.3 -acre site located at the mouth of
Project underway. Planning work
Declaration
Bob Stein,
(PA2018-078)
Big Canyon.
and feasibility studies for Phase
Public
26/2C have begun.

Works
Benjamin
Zdeba
Little Corona
Final MND adopted on March 22,
' Mitigated Negative
Infiltration (PA2015-
Installation of a diversion and infiltration
Little Corona Beach
2016. Project is on hold due to
Declaration
John
096) (15X14)
device on a public beach area.
difficulties presented at Coastal
■ Capital Improvement
Kappeler,
Commission review.

Program, City Council
Public
Works
Widens the westbound side of West
. IS/Negative Declaration
Coast Highway at Old Newport
. Capital Improvement
Old Newport
p
Boulevard to accommodate a third
Consultant was selected for project
Program, City Council
Patrick
Blvd./West Coast
through lane, a right turn pocket and a
Intersection of Old Newport
design in March of 2016. Negative
Arciniega,
Hwy Widening
bike lane. Realignment of Old Newport
Boulevard and West Coast
Declaration draft is completed. City is
Public
(15R19)
Boulevard maximizes the right turn
Highway
requesting lead agency status from
Works
pocket storage length and improves
Cal Trans.
roadway geometrics.

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Rev: 2021 -08 -16 -cc
Project
Proposed Land Uses/Project
Location
Determination/Status
Discretionary Actions
Project
Description
Planner
Arches drain outlet is the endpoint for
. Capital Improvement
two large storm drains that collect and
Program, City Council
deliver runoff from neighboring areas to
Newport Harbor. The west storm drain
collects runoff from Hoag Hospital and
Arches Storm Drain
areas upstream and the east storm
Project initiated in 2015. CEQA
John
Diversion
drain runs along Old Newport
Newport Boulevard north of
determination TBD (exemption?).

Kappeler,
(16X11)
Boulevard and into Costa Mesa
Coast Highway
Anticipated project start date,
Public
upstream of 15th Street. A conceptual
September 2016.

Works
plan to divert dry weather flows from
these two subwatersheds to the
sanitary sewer system has been
prepared.

Restores a drainage reach subject to
City Council authorized project in
. Capital Improvement
John
Bayview Heights
erosion and creates a wetland at the
Headlands area of Upper Bay
May of 2015. Agency permit
Program, City Council
Kappeler,
Drainage Treatment
end of the reach to benefit
downstream of Mesa Drive
applications were submitted March of
Public
(15X11)
environmental water quality.
2016. CEQA determination TBD
(exemption?)
Works
Divert about one third of the dry-
. Mitigated Negative
weather flow from the creek into a
Declaration
bioreactor. The bioreactor strips
. Capital Improvement
selenium and other impurities from the
Program, City Council
flow. Clean flow is returned to the creek
Big Canyon Rehab
to reduce the concentration of
pollutants within the stream by 30-35
Big Canyon, downstream of
Resource agency applications
John
Kappeler,
Project
percent. Storm flows from Jamboree
Jamboree Road and south of
submitted March of 2016. Draft MND
Public
(15X12)
Road also will be directed to the top
Big Canyon Creek
issued for public comment March 4,
2016.

Works
level of this bioreactor/wetlands to strip
roadway pollutants from the flow before
the flow rejoins the creek. Partial
streambed and canyon restoration are
components of this project.
• Capital Improvement
Patrick
Bay Crossings
Replaces deteriorating water
Program, City Council
Arciniega,
Water Main
transmission mains pursuant to the
Newport Harbor
A consultant has been selected for
Public
Replacement
Water Master Plan and Bay Crossing
the project design. CEQA TBD
Works
(16W12)
Water Transmission Study.
• SLUR Amendment
Peter
• Zoning Exemptions
Tauscher,
Construct an 8-10k square foot
Central Library Avocado
Y near
An architect has been selected for
• Funding Agreement
. CEQA Categorical
Public
Works
Libra Lecture Hall
Library
auditorium with approximately 275
pp y
Avenue and Bamboo
the project design. Design process
ongoing. Public Hearings anticipated
Exemptions
seats at the Central Library Site
Courtyard
fall 2021.

Liz
Westmorel
and
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CURRENT

DISCRETIONARY

PROJECTS
UNDER
REVIEW
Submittal Date File #
PA Project Description
Schedule
Decision Maker Planner
2602 McGaw Avenue
9/16/2021 00849561 -PPA 36 Traffic Study SOW for new IBC residential project to replace Blue Bay Condos TBD 18582 Teller
8/23/2021 00850007 -PPA 36 Pre -Application review of Access Study for last -mile warehouse/distribution facility TBD 9800 Muirlands
8/23/2021 00849986 -PPA 35 Pre -Application review to answer questions TBD 16200 Sand Canyon
8/18/2021 00849853 -PPA i3 Pre -Application to review gate stacking analysis leading to Hoag Hospital Irvine TBD temporary parking lot
15 Mason
8/9/2021 00848675 -PAR 35 Administrative Relief for parking due to low percentage of usable space TBD 8/5/2021 00848383-PMPC 51 Minor Modification to Diamond Jamboree for expansion of Coco Ichibanya restaurant TBD 1 Magazine Road
8/5/2021 00848855 -PPA 51 IUP for green waste composting and grinding facility 15215 Barranca Parkway
TBD
Staff Stacy Tran
Staff Stacy Tran
Staff Stephanie Frady
Staff Hernan DeSantos
ZA Victor Mendez
Staff Ann Wuu
Staff Sherman Jones
Monday, August 23, 2021 Page 1 of 17
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 - 256 15-376

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
7/30/2021 00848382-PSSM
32 Minor modification to sign program for Irvine Station TBD
Staff
Sherman Jones
16200 Sand Canyon
7/30/2021 00847699 -PTP
13 Tentative Parcel Map 2021-136 to create two parcels
TBD
SC
Hernan DeSantos
16542 Millikan
7/23/2021 00847594-PCPM
36 3 year extension to 00740304-PCPU
TBD
Staff
Stephanie Frady
Northpark Plaza
7/22/2021 00847725-PCPM
4 New drive-through restaurant pad building for KFC
TBD
ZA
Victor Mendez
Lots 186, 187 & 333 of Tr 18165
7/20/2021 00847457 -PMP
51 Master Plan for Corner Building in District 5 North
TBD
PC
Victor Mendez
County 100 Acres
7/19/2021 00844631 -PPA
51 Interim Use Permit for Harvest Landscape
TBD
Staff
Sherman Jones
Rise District 5 North Park 4
7/19/2021 00847430-PPK
51 Modification No. 4 to Rise Private Park Plan
TBD
Staff
Victor Mendez
3600 Walnut
7/14/2021 00846964-PSSM
10 Minor modifiction to approved sign program for college park monument sign TBD
Staff
Ann Wuu
VTTM 19016
Monday, August 23, 2021 Page 2 of 17
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Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
7/14/2021 00846953 -PMP
6 Master Plan for VTTM 19016
TBD
PC
Stephanie Frady
4600 Barranca Parkway
7/12/2021 00846707-PCPM
15 CUP to convert former Barnes & Noble and Ruby's Diner to childcare at Woodbridge TBD
PC
Sherman Jones
Town Center
VTTM 19162
7/9/2021 00846598 -PTT
6 VTTM 19162 to cover a portion of VTTM 19131 in Neighborhood 5B TBD
SC, PC
Stephanie Frady
7/9/2021 00846599 -PMP
6 Master Plan for VTTM 19162
TBD
PC
Stephanie Frady
Orange County Metrolink Facility
7/8/2021 00846471-PCPU
51 CUP for Orange County Metrolink Maintenance Facility TBD
PC
Victor Mendez
Tract 18136 (Lot 7 of Tr 18087)
7/8/2021 00846396 -PMP
6 Master Plan for Tract 18136
TBD
PC
Stephanie Frady
79 Technology Drive
7/6/2021 00846061-PCPU
32 Use half of building for commercial pickleball courts TBD
PC
Heman DeSantos
Five Point Gateway
6/25/2021 00845528 -PPA
51 Change street names within the FivePoint Gateway Campus TBD
Staff
Victor Mendez
Ridge Valley and Marine Way, NWC
Monday, August 23, 2021 Page 3 of 17
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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
6000 Irvine Center Drive
6/16/2021 00844685-PCPM
12 Conditional Use Permit Time Extension for temporary building at Voyagers Bible Church 09/08/2021
ZA
Hernan Desantos
in PA 12.
13490 Jamboree Road
6/10/2021 00844305-PCPM
4 Conditional Use Permit Modification to remodel/update interior spaces including the TBD
Staff
Ann Wuu
dining area, kitchen and drive-thru service area for Chick-Fil-A, Jamboree Market Place. 1 Edwards Way
6/8/2021 00843646-PMPC 36 Master Plan Modification to add a new 80,000 sf office/manufacturing building at 1 TBD Staff Stacy Tran Edwards Way in Planning Area 36.
5001 Newport Coast Drive
6/4/2021 00843379-PCPM 27 Master Plan Modification for on-site improvements to the Mariners Church Campus in PA TBD Staff Sherman Jones

27. 2525 McGaw Avenue
6/3/2021 00843710-PCPM 36 Conditional Use Permit Modification for B. Braun for on-site storage containers TBD ZA Sherman Jones temporarily housing equipment and materials during construction in PA 36. 17875 Von Karman
6/1/2021 00843590-PSSM 36 Minor Modification to the Intersect Campus Sign Program TBD Staff Calvin Mingione 2963 Michelson Drive
6/1/2021 00843580-PABC 36 ABC License (Type 21) for beer, wine and liquor sales for off-site consumption at TBA ZA John Van Der Wall Mother's Market, 2963 Michelson Drive E-1 in Planning Area 36. 4330 Barranca
Monday, August 23, 2021 Page 4 of 17
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Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
5/28/2021 00841902-PSSM
15 Sign Program Modifications
TBD
Staff
Calvin Mingione
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.
17662 Armstrong Avenue
5/17/2021 00842561-PSSM
36 Sign Program Modification for Element Hotel in PA 36.

TBA
Staff
Catherine Powers
4445 Alton Parkway
5/13/2021 00842298 -PSS
15 Sign Program with Administrative Relief the the Shepherd's Grove Church in PA 15.

TBD
ZA
Sherman Jones
2801 Main Street
5/11/2021 00842147-PCPM
36 Minor revisions to building and recreation improvements (no change to park credits) TBD
Staff
Sherman Jones
1910 Main Street
5/7/2021 00841915-PCPM
36 Conditional Use Permit for Sol Mexican Cocina
TBD
Staff
Calvin Mingione
4010 Barranca Parkway #220
5/7/2021 00841571 -PAR
15 Administrative Relief from parking requirements at Centerstone Plaza in PA 15.

TBD
ZA
Katie Berg -Curtis
18007 Von Karman Avenue
5/4/2021 00841600-PMPC
36 Master Plan Modification for a 600 sf kitchen expansion at Lakeshore Towers, 18007 Von TBD
Staff
Catherine Lundberg
Karman Avenue, in Planning Area 36.
9501 Research
Monday, August 23, 2021 Page 5 of 17
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Submittal Date File # PA Project Description Schedule Decision Maker Planner 5/3/2021 00841230 -PSS 34 Sign Program Modification to update the Carmax sign program in PA 34. TBD PC Sherman Jones 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..

Planning Area 39
4/27/2021 00840832 -PMP 39 Master Plan Modification #1 for development of 845 apartment units in Tract 18132 of TBD PC Stacy Tran Los Olivos, Phase II, in Planning Area 39 (Los Olivos).

Planning Area 39
4/26/2021 00840850-PPK 39 Park Plan Modification to re -calculate park requirements for additional residential TBD CSC, PC Stacy Tran dwelling units in PA 39.
100 Shady Canyon Drive
4/8/2021 00839171-PCPM 22 Conditional Use Permit Modification for AT&T to add a back-up power generator at the TBA Staff Victor Mendez Shady Canyon Golf Club in Planning Area 22.
5500 Irvine Center Drive
4/6/2021 00839179 -PPA 12 Pre -application to study the addition of a right out driveway from Irvine Valley College to TBD Staff Ann Wuu Irvine Center Drive.
7400 Marine Way RV Storage Depot (PA 51)
4/6/2021 00839476 -PPA 51 Interim Use Permit for 5 -years for an RV Storage Depot on the 20 -acre County parcel in TBD Staff Catherine Lundberg PA 51.
17875 Von Karman
4/5/2021 00839442-PCPM 36 Conditional Use Permit for a restaurant with TDR at the Intersect Campus Office TBD ZA Stacy Tran Complex, 17875 Von Karman in Planning Area 36.
5 Ethel Coplen Way
Monday, August 23, 2021 Page 6 of 17
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Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
3/30/2021 00839164 -PPA
19 Pre -Application for Traffic Study Scope of Work for an Assisted Living Facility at Ethel TBD
Staff
Stephanie Frady
Coplen Way.
43 Auto Center Dr.
3/16/2021 00838083-PMPC
35 Minor Modification to Master Plan for Tuttle -Click Ford at 43 Auto Center Dr. in TBD
Staff
Hernan DeSantos
Planning Area 35.
4 & 6 Venture
3/11/2021 00837786-PMPC
33 Master Plan Modification to convert parking spaces into an outdoor courtyard between TBD
Staff
Calvin Mingione
two existing buildings
30 Auto Center Drive
3/8/2021 00837545-PZC
35 Zoning Code Amendment to extend the 3 -year pilot program for 3 years to allow off-site 6/17/2021
PC, CC
Catherine Lundberg
advertising (5 -year pilot program) on the Irvine Auto Center Electronic message sign at 30 Auto Center Drive in Planning Area 35.
7755 Irvine Center Drive
3/8/2021 00837524-PMPC
33 Master Plan Modification for parking lot and landscaping improvements for Merchsource TBD
Staff
Ann Wuu
at 7755 Irvine Center Drive in PA 33.
38 Thomas
3/6/2021 00837320-PCPM
35 Conditional Use Permit to establish a car leasing business in an existing tenant space TBD
ZA
Katie Berg -Curtis
3900 Michelson
3/4/2021 00837149-PCPM
19 Conditional Use Permit to allow permanent tent structure on the Congregation Beth TBA
ZA
Victor Mendez
Jacobs facility in Planning Area 19
15310 Barranca Parkway
3/3/2021 00837091 -PPA
32 Pre -App for parking easement/agreement for multi -tenant office complex (Lakeview TBD
Staff
Sherman Jones
Business Center) in PA 32.

Planning Area 39
Monday, August 23, 2021 Page 7 of 17
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 - 262 15-382

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
2/12/2021 00833176-PCLE
39 Environmental Review for GPA/ZC to increase the residential unit cap by 330 units in PA TBD
CC, PC
Stacy Tran

39. 52 Discovery
1/26/2021 00834474-PCPM
31 Minor Modification for Masimo to add 6,680 sf of laboratory space TBD
Staff
Calvin Mingione
17802 Gillette
1/20/2021 00834134-PCPM
36 Conditional Use Permit for Next Gen Pharmaceuticals to add storage containers in TBD
ZA
Katie Berg -Curtis
Planning Area 36.
9740 Irvine Boulevard
1/20/2021 00834128-PMPC 35 Minor Modification to replace a two-story office building with a light industrial building at 9740 Irvine Boulevard in PA 35.

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.
13200 Jamboree Road
1/15/2021 00833642-PCLE 4 Environmental Review to analyze the proposed increase in development potential in PA 4.

Planning Area 39
1/14/2021 00832948-PZC 39 To increase residential unit cap by 330 units TBA Staff Victor Mendez
TBD PC, CC Stephanie Frady
TBD PC, CC Stephanie Frady
TBD PC, CC Ann Wuu
TBD PC, CC Stacy Tran
Monday, August 23, 2021 Page 8 of 17
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 - 263 15-383

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
1/14/2021 00832947 -GPA
39 General Plan Amendment to increase the residential unit cap by 330 units in PA 39.

TBD
CC, PC
Stacy Tran
13200 Jamboree Road
1/12/2021 00833433 -PGA
4 General Plan Amendment to increase development potential in PA 4.

TBD
PC, CC
Ann Wuu
1/12/2021 00833516-PZC
4 Zoning Code Amendment to increase development potential in PA 4.

TBD
PC, CC
Ann Wuu
13200 Jamboree Road
1/11/2021 00833528-PMPC
4 Master Plan Modification to expand the Target Store at 13200 Jamboree Road in PA 4.

TBD
PC
Ann Wuu
18001 Von Karman Avenue
12/18/2020 00832529-PMPC
36 Master Plan Modification to convert 2,500 sf of accessory retail to restaurant use at TBD
Staff
Katie Berg -Curtis
Lakeshore Towers
1562 Reynolds Avenue
12/7/2020 00831532 -PTP
36 Tentative Parcel Map No. 2020-176 non residential condominium subdivision of building TBD
SC
Victor Mendez
addressed as 1562 Reynolds Avenue and 17475 Gillette Avenue 18881 Von Karman, Suite 900
11/23/2020 00830587-PCPM
36 Conditional Use Permit to establish the Futures Academy (private school) in the TBD
ZA
Hernan DeSantos
Waterfield Tower in Planning Area 36.

Great Park Neighborhoods
11/17/2020 00830360-PSSM 51 Sign Program Modification for Great Park Neighborhoods in PA 51. TBD Staff Sherman Jones 2801 Business Center Drive
Monday, August 23, 2021 Page 9 of 17
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 - 264 15-384

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
10/28/2020 00828942 -PPA
36 Pre -application for an ADT Waiver a Certified Nursing School at 2801 Business Center TBA
Staff
Lynnae Guzman
5500 Irvine Center Drive
Drive, Suite 215, in PA 36.
19722 and 19732 MacArthur
12 Sign Program Modification for monument signs for Irvine Valley College.

TBD
Staff
Ann Wuu
10/21/2020 00827260 -PPA
36 Square footage reconciliation for 19722 and 19732 MacArthur in Planning Area 36.

TBD
Staff
Katie Berg -Curtis
16811 Hale Ave
31 Sign Program for Knowlwood's restaurant at 14952 Sand Canyon in Old Town Irvine.

TBD
PC
Sherman Jones
10/8/2020 00827775-PCPM
36 Conditional Use Permit to establish a medical office at 16811 Hale Ave. in the IBC.

TBD
ZA
Ann Wuu
Modjeska and Walking Stick
10/2/2020 00826525-PWCF
6 Wireless Communications Facility to install a mono -pine (AT&T) along Modjeska in PA TBD
Staff
Ann Wuu

6. 5500 Irvine Center Drive
10/1/2020 00827506 -PSS
12 Sign Program Modification for monument signs for Irvine Valley College.

TBD
Staff
Ann Wuu
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 00824692 -PPD
1 Park Design for Park 2 (Lot 523), District 4
TBA
Staff
Stephanie Frady
8/28/2020 00824643 -PPD
1 Park Design for Park 1 (Lot 522), District 4
TBA
CSC
Stephanie Frady
Ridge Valley and Marine Way, NWC
Monday, August 23, 2021 Page 10 of 17
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 - 265 15-385

Submittal Date File #
PA
Project Description
Schedule
Decision Maker
Planner
8/13/2020 00823932 -PTP
40 Vesting Tentative Parcel Map 2020-137 to subdivide 3 parcels into 5 parcels in PA 40.

TBD
SC
Stacy Tran
1800 Elements Way
8/12/2020 00823937 -PPD
36 Park Design Modification for Elements Publically Accessible Park TBD
Staff
Calvin Mingione
SR -133 and Technology
8/12/2020 00823880 -PPA
51 Pre -application for Metrolink Railroad Maintenance Facility TBA
PC
Victor Mendez
17861 Von Karman
8/5/2020 00823476-PCPU
36 Condtional Use Permit for two retail suites with drive thru with AR for landscaping 9/22/2021
TC, ZA
Hernan DeSantos
16751 Noyes Avenue
7/23/2020 00821827-PCPM
36 Conditional Use Permit to establish an automotive repair business in a 10,309 sf suite TBD
PC
Calvin Mingione
38 Thomas
7/21/2020 00822619-PCPM
35 Conditional Use Permit to establish a car sales business in an existing tenant space in TBA
Staff
Calvin Minigione
Planning Area 35.
1851 Reynolds
7/17/2020 00822316-PCPM
36 Conditional Use Permit for the Mandir Cultural Center.

TBA
ZA
Victor Mendez
9300 Toledo Way
6/26/2020 00821309-PCPM
35 Master Plan Modification for Albertson's Warehouse to add interior warehouse TBD
Staff
Katie Berg -Curtis
2550 Alton Parkway
Monday, August 23, 2021 Page 11 of 17
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 - 266 15-386

Submittal Date File # PA Project Description Schedule Decision Maker Planner 3/31/2020 00816420 -PPA 36 Pre -application to review Diamond Jamboree Phase 2's mixed use development and TBD Staff Ann Wuu parking structure in PA 36.
2055 Main Street
3/16/2020 00815284 -PPD 36 Park Plan Design for a 178 unit residential project at 2055 Main Street in Planning Area TBD Staff John Van Der Wall

36. Laguna Canyon Road & SR 133
3/11/2020 00814803 -PTP 17 Tentative Parcel Map 2020-120 for Daycare Use. TBD SC Catherine Lundberg 30 Auto Center Drive
3/5/2020 00814576 -PPA 35 Sign Permit #3 to allow off-site advertising on the Irvine Auto Center Electronic message on-going Staff Stephen Higa sign at 30 Auto Center Drive in Planning Area 35.
18582 Teller Ave
2/10/2020 00811839-PMPC 36 Modification to BANC office and hotel project to remove medical use and add retail TBD PC Stacy Tran 15955 Alton Parkway
2/3/2020 00811566 -PAR 13 Administrative Relief to reduce required parking for an existing office building at the TBD ZA Stephanie Frady Canon Headquarters; submitted by JCM, Facilities, Planning and Management. 17200 Jamboree Rd
1/27/2020 00810287-PCPM 36 Conditional Use Permit Modification to add class rooms and a youth center for the Irvine TBD Staff Sherman Jones Onnuri Church
SCE Easement in PA 17
11/21/2019 00804797-PCPU 17 Conditional Use Permit for an AT&T wireless facility on SCE tower in Quail Hill (PA 17). TBD Staff John Van Der Wall Novel Park
Monday, August 23, 2021 Page 12 of 17
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 - 267 15-387

Submittal Date File # PA Project Description Schedule Decision Maker Planner 11/4/2019 00802982 -PSS 51 Modification to Sign Program for Novel Park Signs in PA 51. TBD Staff Sherman Jones 79 Technology
10/3/2019 00800614-PCPM 32 Conditional Use Permit for a new drive-thru pad building at Alton Marketplace TBD (Associated with 00730332-PMPC).

Orchard Hills Dr
9/12/2019 00798622 -PMP 1 Master Landscape and Trails Plan with administrative relief for wall heights for TBA residential development in PA 1, Neighborhood 4.

Orchard Hills Dr
8/12/2019 00795650 -PTT 1 Vesting Tentative Tract Map 19020 to divide 257 acres into 540 numbered lots and 176 TBA lettered lots for residential development in PA 1, Neighborhood 4. 10 Marquette
7/29/2019 00793924-PCPM 24 Conditional Use Permit Mod. to convert 19 units to memory care units at the Brookdalc TBD Senior Living Facility in Planning Area 24.

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

3.1H Multi -Use District to the 5.51) Medical and Science District in PA 40. 7/29/2019 00793828-PZC 40 Zoning Code Amendment to transfer land use intensity from the 3.11-1 Multi -Use District TBD to the 5.51) Medical and Science District in PA 40.

PA 34
7/26/2019 00793817-PZC 34 Zone Change to transfer intensity from the 4.21) Community Commercial District to the 08/19/2021 5AA General Industrial District in PA 34.

PC
Stephanie Frady
PC
Stephanie Frady

SC, TC, PC
Stephanie Frady
Staff
Ann Wuu
PC, CC
Stacy Tran
PC, CC Stacy Tran
PC, CC Ann Wuu
Monday, August 23, 2021 Page 13 of 17
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 - 268 15-388

Submittal Date File # PA Project Description Schedule Decision Maker Planner 7/26/2019 00793816 -PGA 34 General Plan Amendment to transfer 57,000 square feet of land use intensity from the 08/19/2021 PC, CC Ann Wuu

4.21) Community Commercial District to the 5AA General Industrial District in PA 34. 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 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 Area 36.

East Ridge Valley North Corsair South Hornet
5/29/2019 00787843 -PTP 51 Tentative Parcel Map for four parcels in PA 51 14725 Alton Parkway
4/24/2019 00783724 -PSS
4/24/2019 00783722-PCPM
2 Witherspoon (2 & 6 Witherspoon)
4/23/2019 00783325-PCLE
East Bosque South Great Park Blvd
4/23/2019 00783512 -PPA
35 Sign Program Modification with administrative relief for the Irvine Campus of Chapman University to add 14725 Alton in Planning Area 35.
35 Conditional Use Permit to modify the Master Plan for the Rinker Health Science Campus for Chapman University to add 14725 Alton in Planning Area 35. 15 Environmental Review (Negative Dec.) for TGS office expansion at 2 & 6 Witherspoon in Planning Area 15.
51 1UP for Accessory Retail and Dining
TBD PC
TBD SC
TBD SC
TBD PC
TBD PC

TBD PC, CC
TBA Staff
Calvin Mingione
Katie Berg -Curtis
Sherman Jones
Stephanie Frady
Stephanie Frady
Stacy Tran
Victor Mendez
Monday, August 23, 2021 Page 14 of 17
Projects Submitted within last 30 days.

For Additional Information call DAC at (949) 724-6308
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx - 269
15-389

Submittal Date File # PA Project Description Schedule Decision Maker Planner 4/23/2019 00783515-PCPU 51 Conditional Use Permit for Accessory Retail and Dining TBA ZA Victor Mendez 17322 Murphy Ave.
2/11/2019 00776297 -PSS
36 Sign Program for WorkWell, including mural, at 17322 Murphy Ave. in PA 36. TBD PC Ann Wuu 2626 Dupont
1/30/2019 00775207 -PAR
36 Administrative Relief for parking requirements at the Jamboree Promenade, 2626, 2636, TBD ZA Ann Wuu and 2646 Dupont in PA 36.

Various Locations in Western Sector
1/18/2019 00698516 -PPA
51 Public Facility Review for Western Sector Streetscape Improvements in PA 51. TBD Staff Sherman Jones 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 Heman DeSantos Quail Hill SCE easement
5/30/2018 00749433-PCPU 17 Conditional Use Permit for new wireless (T -Mobile) colocation on SCE transmission tower 09/16/2021 PC Katie Berg -Curtis 2700 Main Street
5/3/2018 00746374-PCPM 36 Conditional Use Permit Modification for a resident and guest only rooftop bar with Type TBA Staff Victor Mendez 57 ABC license, at 2700 Main Apartments (Luxe) in PA 36.

North Great Park Blvd btwn Ridge Valley and Bosque
Monday, August 23, 2021 Page 15 of 17
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 - 270 15-390

Submittal Date File # PA Project Description Schedule Decision Maker Planner 12/6/2017 00731609 -PTT 51 District 1 SONO VTTM 18151. TBD SC, PC Catherine Lundberg 51 - 111 Technology Drive
11/21/2017
00730332-PMPC
32 Master Plan Modification to the Alton Marketplace converting parking spaces into an TBD
PC
Stephanie Frady
outdoor dining area near 59, 63 and 67 Technology Drive in Planning Area 32. 2222 and 2272 Michelson Drive
9/28/2017
00724855 -PPA
36 Pre -application to review and implement parking management strategies for the TBD
Staff
Ann Wuu
Michelson 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
Stephanie Frady
Area 13.

North Great Park
Blvd btwn Ridge Valley
and Bosque
8/10/2017
00719900 -PMP
51 District 1 SONO Master Plan.

TBD
PC
Catherine Lundberg
17662 Armstrong
8/1/2017
00718807 -PPA
36 Pre -application for Traffic Study to analyze the traffic impacts of a new bridge over the TBA
Staff
Sun -Sun Murillo
Lane Channel connecting MacArthur Boulevard to Armstrong Avenue in Planning Area 36. 2 Witherspoon (2 & 6 Witherspoon)
7/11/2017 00716845-PMPC 15 Master Plan Modification to add 5,000 sf to the TGS office buildings at 2 & 6 TBD PC Stacy Tran Witherspoon in Planning Area 15.
7/11/2017 00716834-PZC 15 Zone Change to transfer 5,000 sf of development intensity to accommodate a 5,000 sf TBD PC, CC Stacy Tran expansion of the existing TGS offices at 2 & 6 Witherspoon in Planning Area 15.

Monday, August 23, 2021 Page 16 of 17
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-271 15-391

Submittal Date File # PA Project Description Schedule Decision Maker Planner 7/11/2017 00716842 -PGA 15 General Plan Amendment to transfer 5,000 sf of land use intensity to accommodate a TBD PC, CC Stacy Tran 5,000 sf expansion of the existing TGS offices at 2 & 6 Witherspoon in Planning Area 15. 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 TBD PC, CSC Ann Wuu

36. 17832 and 17840 Gillette
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. 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.
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.

Monday, August 23, 2021 Page 17 of 17
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 - 272 15-392

APPENDIX E

TPO ONE -PERCENT THRESHOLD ANALYSIS
Apx - 273 15-393

Traffic Phasing Ordinance (TPO) One -Percent Threshold Calculations ID Study Intersection
Approach Totals
TPO Year 2026 Without Project

NB SB EB WB
NB
1% of TPO Volume
SB EB
WB
NB
Project Volume
SB EB
WB
NB
Threshold Met?
SB EB
WB

1. Campus Dr (NS) at Bristol St North (EW)
2094
522
0 1645
21 6
0 17
0 0
0 11
No
No
No
No

2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
1486
499
3273
0 15
6 33
0 -4
2 -3
0 No
No
No
No

3. Birch St (NS) at Bristol St North (EW)
1152
240
0 2008
12 3
0 21
0 0
0 47
No
No
No
Yes

4. Birch St (NS) at Bristol St South (EW)
774
518
2183
0 8
6 22
0 0
26 -7
0 No
Yes
No
No

5. MacArthur Blvd (NS) at Campus Dr (EW)4
844
1516
1290
281
9 16
13 3
7 -1
0 0
No
No
No
No

6. MacArthur Blvd (NS) at Birch St (EW)
809
1019
506
265
9 11
6 3
0 -1
9 0
No
No
Yes
No

7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) 1683
670
121
297
17 7
2 3
0 -1
0 -1
No
No
No
No

8. MacArthur Blvd (NS) at Jamboree Rd (EW)4
1748
812
1770
1565
18 9
18 16
-3
-2
12 -1
No
No
No
No

9. MacArthur Blvd (NS) at Bison Ave (EW)
2923
2788
643
831
30 28
7 9
-5
4 0
0 No
No
No
No

10. Jamboree Rd (NS) at Campus Dr (EW)4
1667
2235
326
712
17 23
4 8
12 -1
0 0
No
No
No
No

11. Jamboree Rd (NS) at Bristol St North (EW)
3377
1355
0 0
34 14
0 0
5 -5
0 0
No
No
No
No

12. Jamboree Rd (NS) at Bristol St South (EW)
2025
807
3211
0 21
9 33
0 -3
0 18
0 No
No
No
No

13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) 1690
2240
577
540
17 23
6 6
-3
4 0
0 No
No
No
No
ID Study Intersection
Approach Totals
TPO Year 2026 Without Project

NB SB EB WB
NB
1% of TPO Volume
SB EB
WB
NB
Project Volume
SB EB
WB
NB
Threshold Met?
SB EB
WB

1. Campus Dr (NS) at Bristol St North (EW)
1147
2176
0 2243
12 22
0 23
0 0
0 -3
No
No
No
No

2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
1006
1281
2031
0 11
13 21
0 2
-3
9 0
No
No
No
No

3. Birch St (NS) at Bristol St North (EW)
519
1122
0 2113
6 12
0 22
0 0
0 1
No
No
No
No

4. Birch St (NS) at Bristol St South (EW)
524
983
1509
0 6
10 16
0 0
2 11
0 No
No
No
No

5. MacArthur Blvd (NS) at Campus Dr (EW)4
1483
1868
698
1329
15 19
7 14
2 7
0 0
No
No
No
No

6. MacArthur Blvd (NS) at Birch St (EW)
1107
1240
652
860
12 13
7 9
0 7
2 0
No
No
No
No

7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) 1235
1116
433
800
13 12
5 9
0 7
0 2
No
No
No
No

8. MacArthur Blvd (NS) at Jamboree Rd (EW)4
1401
2164
1502
1867
15 22
16 19
9 10
0 12
No
No
No
No

9. MacArthur Blvd (NS) at Bison Ave (EW)
2890
3100
613
591
29 31
7 6
4 1 -3
0 1
0 No
No
No
No

10. Jamboree Rd (NS) at Campus Dr (EW)4
1886
1905
974
698
19 20
10 7
3 12
0 0
No
No
No
No

11. Jamboree Rd (NS) at Bristol St North (EW)
3451
1835
0 0
35 19
0 0
15 31
0 0
No
Yes
No
No

12. Jamboree Rd (NS) at Bristol St South (EW)
2118
1061
3002
0 22
11 31
0 4
0 12
0 No
No
No
No

13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) 1993
2260
326
492
20 23
4 5
4 -2
0 0
No
No
No
No
Apx - 274 15-394

GANDDINI GROUP INC.
714.795.3100 1 ganddini.com
15-395

EXHIBIT "D"
1300 BRISTOL STREET

AFFORDABLE HOUSING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION DECEMBER 3, 2021
Prepared by
Springbrook ,
Realty Advisors, Inc.
15-396

1300 BRISTOL STREET

AFFORDABLE HOUSING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION OCTOBER 7, 2021
Project Description & Affordability Level
The Picerne Group ("Picerne") is proposing the 1300 Bristol Street development on a 1.97 acre site located in the Newport Place Planned Community. The site is generally bounded by Bristol Street North on the South and Spruce Street on the West, with an auto storage yard on the North and East sides. The Newport Beach General Plan designates the project site as Mixed -Use Horizontal 2 (MU -H2) and the zoning is Planned Community 11, Newport Place (PC 11). The site is developed as a 1970's vintage two story office building with surface parking.

The project is planned to consist of 193 units including 77 base units, 39 density bonus units, and 77 Transfer of Development Rights ("TDR") units. The 77 TDR units are transferred from the approved Uptown Newport Master Plan, as authorized by Chapter 20.46 of the Newport Beach Municipal Code. The Newport Place Development Standards ("Development Standards") provide that 30 percent of the Base units within a residential development shall be affordable to Lower Income households. Lower Income Households, as defined in California Health and Safety Code Section 50079.5, are defined as households earning 80 percent or less of area median income, adjusted for family size, including both Very Low and Low income categories. The affordable housing requirement for this project, as required by the Development Standards, is 24 units (30% of 77 Base units).

Eligibility for Density Bonus and Compliance with Newport Place Development Standards Affordability Requirements
To meet a portion of the project's affordable housing requirements, Picerne will be providing 12 units (15% of Base units) affordable to Very Low Income households ("Required Density Bonus Very Low Income Units"). This will comply with the provisions of Government Code Section 65915 applicable to a 50% density bonus. Rents for the Required Density Bonus Very Low Income Units will be computed in accordance with Health and Safety Code Sec. 50053, as required by Government Code Section 65915(c)(1). To meet the remainder of the affordable units required by the Development Standards, the project will provide 12 units affordable to Low Income households ("Development Standards Additional Low Income Units"). Rents for those units will be computed based on income limits for Low Income households, as published annually by the Department of Housing and Community Development. 1 15-397

1300 Bristol Street Affordable Housing Plan
October 7, 2021
Density Bonus Computation and Term of Affordability
The density bonus computation for the project per Government Code Section 65915 is shown below:

Table 1
Density Bonus Computation
Base Units
77 Density Bonus
39 TDR Units
77 Total Units
193
Picerne intends to operate the apartment project as a rental community. The 12 Required Density Bonus Very Low Income Units will remain rent restricted for a minimum of 55 years, per Government Code Section 65915(c)(1), more than the 30 -year affordability term set forth in the Development Standards. Rents for the 12 Development Standards Additional Low Income Units will remain restricted for the required 30 -year term.

Reduction in Parking
As provided for in Government Code Sec. 65915(p) and Section 20.32.030 of the City's Zoning Code the 1300 Bristol Street project is eligible for a reduction in parking requirements.

Government Code Section 65915(p) provides the following:
(1) Upon the request of the developer, no city, county, or city and county shall require a vehicular parking ratio, inclusive of handicapped and guest parking, of a development meeting the criteria of subdivision (b), that exceeds the following ratios:
a. Zero to one bedroom: one onsite parking space per unit b. Two to three bedrooms: 1.5 onsite parking spaces per unit. (2) If the total number of parking spaces required for a development is other than a whole number, the number shall be rounded up to the next whole number. For purposes of this subdivision, a development may provide "onsite parking" through tandem parking or uncovered parking, but not through streetparking. 2 15-398

1300 Bristol Street Affordable Housing Plan
October 7, 2021
Table 2 below is a summary of Government Code Sec. 65915 parking requirements vs. spaces to be provided:

Table 2
Parking Requirements
Unit Type
Number of
Units
Stalls/Unit
Per Gov.

Code 65915
Total Stalls
Per Gov.

Code 65915
Studio
25 1
25 1 BR
89 1
89 2 BR
79 1.5
119

TOTAL PARKING STALLS REQUIRED
193
Income Units
233

TOTAL PARKING STALL PROVIDED
25 5
346

PARKING PROVIDED IN EXCESS OF MINIMUM

REQUIREMENT
113
Picerne requests that parking requirements be calculated in accordance with Government Code Sec. 65915(p). As shown above, the project will provide 346 onsite parking spaces for its residential units which is 113 spaces more than the requirements of Sec. 65915 (p).

Development Incentive Request
Pursuant to Government Code Section 65915(d)(1) and Section 20.32 of the City's Zoning Code, Picerne is entitled to three concessions or incentives because of providing at least fifteen percent (15%) of the units as affordable for Very Low Income households. Picerne requests the following development incentives:

1. Section V.F.1 of the Development Standards provides that "Affordable units shall reflect the range of numbers of bedrooms provided in the residential development project as a whole." Picerne requests that the 24 Lower Income units be provided utilizing the unit mixes as shown below:

Table 3
Unit Mix

2. As the second incentive, the applicant requests a waiver of the park in lieu fee referenced in General Plan Policy LU 6-15.13 and in Section 19.52 of the City's 3 15-399
Development
Required Density
Standards
Bonus Very Low
AdditionalLow
Total Lower
Unit Type
Total Units
Income Units
Income Units
Income Units
Studio
25 5
5 10
1 Bedroom
89 6
6 12
2 Bedroom
79 1
1 2
Total
193
12 12
24 2. As the second incentive, the applicant requests a waiver of the park in lieu fee referenced in General Plan Policy LU 6-15.13 and in Section 19.52 of the City's 3 15-399

1300 Bristol Street Affordable Housing Plan
October 7, 2021
Subdivision Code. That amount of $1,837,500 is computed utilizing the 1/2 acre minimum neighborhood park size and a land value of $3,675,000 per acre (set by City Council Resolution No. 2020-95),
These incentives will result in cost reductions which will provide for the affordable rents to be set in accordance with Government Code Sec. 65915(c).

Development Standards Waiver Request
Government Code Sec. 65915(e)(1) provides that a city or county may not apply any development standard (including height limits) that will have the effect of physically precluding the construction of a density bonus project at the density permitted under the density bonus statute. For the proposed project, the applicant is requesting the following development waivers consistent with Government Code Sec. 65915(e)(1):
(1) Waiver of General Plan Policy LU 16-15.13 public park dedication requirement (2) Waiver of Planned Community Text No. PC 11 (Newport Place) 30' street setback requirement as well as the corresponding Covenant and Agreement Regarding Maintenance of Yards for an Oversized Building in Favor of the City of Newport Beach Recorded May 16, 1977 in Book 12196, Page 750, O.R.
(3) Waiver of Planned Community Text No. PC 11 (Newport Place) 55' height limit (4) Waiver of Newport Beach Municipal Code Section 20.18.030 (Table 2-3) private open space requirement
(5) Waiver of General Plan Land Use Policy 6.15.7 maximum density requirement (6) Waiver of Newport Beach Municipal Code minimum sidewalk width requirement (7) Waiver of Newport Beach Municipal Code Section 20.18.030 (Table 2-3) minimum common open space requirement
Waiver of these requirements is necessary to accommodate the additional units permitted by the density bonus. As previously discussed, Government Code Section 65915(e)(1) requires that the waiver requests be approved. Additional detail as to these waiver requests has been submitted separately as part of the development application.
4 15-400

1300 Bristol Street Affordable Housing Plan
October 7, 2021
Income Limits and Examples of Eligible Tenants for Affordable Homes Lower Income Households are defined as households whose gross income does not exceed 80% of area median income, adjusted for household size. Table 4 below shows the maximum income limits as determined by the U.S. Department of Housing and Urban Development and the California Department of Housing and Community Development ("HCD") for Lower Income households with household sizes appropriate for 1300 Bristol Street:

Table 4
Maximum Income Limits
Higher income limits apply to larger families; those families however are not considered to be a target market for 1300 Bristol Street, where the unit mix consists of studios, one -bedroom, and two-bedroom apartment homes. These income limits are updated annually.

The 24 affordable homes that Picerne will provide will be rented to eligible Lower Income Households. As shown in Table 4, Lower Income Households includes incomes ranging from $47,100 per year for a one-person household to $116,240 per year for a five -person household.

As such this could include City employees, school district employees, health care professionals, restaurant and other retail workers, and other occupations which provide needed services to our community. While household size, overtime pay, summer jobs, or second jobs may affect eligibility, the income limits above are reflective of pay to many public or health care sector workers, as shown in Table 5 on the following page:
5 15-401
Low Income Units
Very LowIncome
(80% of Area Median
Units Maximum
Income) Maximum
Annual Income -
Annual Income -
Household Size
2021
2021
1 Person
$47,100
$75,360
2 Person
53,800
86,080
3 Person
60,550
96,880
4 Person
67,250
107,600
5 Person
72,650
116,240
Higher income limits apply to larger families; those families however are not considered to be a target market for 1300 Bristol Street, where the unit mix consists of studios, one -bedroom, and two-bedroom apartment homes. These income limits are updated annually.

The 24 affordable homes that Picerne will provide will be rented to eligible Lower Income Households. As shown in Table 4, Lower Income Households includes incomes ranging from $47,100 per year for a one-person household to $116,240 per year for a five -person household.

As such this could include City employees, school district employees, health care professionals, restaurant and other retail workers, and other occupations which provide needed services to our community. While household size, overtime pay, summer jobs, or second jobs may affect eligibility, the income limits above are reflective of pay to many public or health care sector workers, as shown in Table 5 on the following page:
5 15-401

1300 Bristol Street Affordable Housing Plan
October 7, 2021
Table 5
Examples of Qualifying Salaries
Newport -Mesa Unified School District ("NMUSD") 58,766-89,913 NMUSD
Information
Teacher
_Position
Pav Range
Source
Comments
Police Recruit or Academy Graduate
$63,708-$70,344
City
Starting salaries shown. Will qualify for
NMUSD Library Technician. 38,420-47,060
NMUSD
Will qualify for Very Low Income units.

Low Income units
Maintenance Worker I/II
$47,352-$69,948
City
Will qualify for Very Low Income units.

Licensed Vocational Nurse (LVN)
43,551-57,031Zi
recruiter
Will qualify for Very Low Income units..

Registered Nurse
66,000-120,000
Glassdoor
Will qualify for Low Income units.

Newport -Mesa Unified School District ("NMUSD") 58,766-89,913 NMUSD
Credentialed teacher with no advanced
Teacher
Website
education or with Masters and up to 9
years experience will qualify for Low
Income units.

NMUSD Library Technician. 38,420-47,060
NMUSD
Will qualify for Very Low Income units.

Website
NMUSD Maintenance Painter 57,902-70,919
NMUSD
Will qualify for Low Income units.

Website
The pay ranges shown above are as of 2021 and are subject to update. Retired persons or couples or young business professionals starting their careers may also qualify to rent the affordable homes at 1300 Bristol Street. In order to provide opportunities to workers to live in one of the affordable homes, the City could provide guidelines providing for acceptance of applications on a priority basis from classes of individuals who qualify under the income limits in effect. The guidelines could provide for priority treatment for police officers, firemen, other City employees, employees of the local school district, and employees of major health care institutions or other categories identified by the City for priority treatment.

Rental Rate Limits for Affordable Homes
The 12 Required Density Bonus Very Low Income Units shall be rented at an affordable rent calculated in accordance with the provisions of Section 50053 of the Health and Safety Code.

Section 50053 of the Health and Safety Code limits affordable rent to 30% of total income for a Very Low Income household, as calculated in Table 6 on the following page. That section also requires that the rent for a studio unit assumes a one-person household for rent calculation purposes, a one -bedroom unit assumes a two -person household, and a two-bedroom unit assumes a three-person household. The rents calculated are then adjusted by a utility allowance as determined annually by the County of Orange Housing & Community Services Department. As of December 1, 2020, the reduction for the utility allowance is $138.00 per month for a studio unit, $152.00 per month for a one -bedroom unit, and $206.00 per month for a two-bedroom unit.

The utility allowance utilized assumes gas cooking, gas space heating, gas water heating, as well as water, and sewer, and trash fees which are assumed to be paid by the tenant.

The 12 Development Standards Additional Low Income Units will be rented at an affordable rent calculated based on 30% of the income limits for Low Income households, as published annually by the Department of Housing and Community Development. Those rents will be calculated at 0 15-402

1300 Bristol Street Affordable Housing Plan
October 7, 2021
30% of total income utilizing the income limits for Low Income households as shown in Table 4 and updated annually. Assumptions of household size for each type of unit and utility allowances are consistent with the prior paragraph.

Table 6 1,2
Maximum Rents by Bedroom Count
Bedrooms
Maximum
Annual Rent
Maximum
Monthly Rent
Utility
Allowance
Affordable
Required Very Low Income
Density Bonus Units
Studio
$11,205
$934
$138
$796
1 Bedroom
12,803
1,067
152
915
2 Bedroom
14,408
1,201
206
995
Development Standards
Additional Low Income Units 2
Studio
$22,608
$1,884
$138
$1,746
1 Bedroom
25,824
2,152
152
2,000
2 Bedroom
29,064
2,422
206
2,216
Picerne will enter into an affordable housing agreement, in recordable form, with the City prior to obtaining the first building permit for any residential unit. That agreement will ensure that the maximum rents for the affordable apartment homes will be calculated using the methodologies as utilized in Table 6. The rental rates shown will be updated prior to the commencement of rental activities and on an ongoing basis to reflect then current income limits, utility allowances, and any changes in applicable regulations and statutes.

Unit Mix, Design, and Location of Affordable Homes
While the exact location of each of the affordable homes within the 1300 Bristol Street site has not yet been determined, the affordable homes will be spread throughout the development to avoid concentration of affordable homes in any area. The affordable homes shall be comparable in the quality of construction and exterior design to the market rate homes. As provided for in the Development Standards, all affordable homes will have access to the facilities and amenities offered by the development.
'Rents for Required Density Bonus Very Low Income units calculated in accordance with Section 50053 of the Health and Safety Code.
'Rents for Development Standards Additional Low Income Units calculated based on income limits for Low Income households, as published annually by the Department of Housing and Community Development. 7 15-403

1300 Bristol Street Affordable Housing Plan
October 7, 2021
Requested City of Newport Beach Assistance
Financial Assistance
Picerne is not requesting any direct financial assistance from the City of Newport Beach for this project.
0 15-404

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PA2021-161 :=°a.: NBGIS

NEWPORT REACH
1300 Bristol St
City of Newport Beach
GIS Division
Transfer of Development Rights February 04, 2022
PA2021-161 1300 Bristol—d
7 5-4U5

Attachment C
Planning Commission Staff Report, Dated February 17, 2022 (without attachments) 15-406

PQR CITY OF NEWPORT BEACH
r 3 n PLANNING COMMISSION STAFF REPORT
r February 17, 2022
R�P Agenda Item No. 4
SUBJECT: Residences at 1300 Bristol Street (PA2021-161) ■ Major Site Development Review No. SD2021-003
■ Environmental Impact Report Addendum No. ER2022-001
■ Affordable Housing Implementation Plan No. AH2O22-001 ■ Traffic Study No. TS2022-001
■ Transfer of Development Rights No. TD2022-001
SITE LOCATION: 1300 North Bristol Street
APPLICANT & BCD Newport Beach, LLC
OWNER:

PLANNER: Chelsea Crager, Associate Planner
949-644-3227 or [email protected]

PROJECT SUMMARY
The Residences at 1300 Bristol Street Project includes 193 apartment units atop a 346 - space parking structure. The project is located in the Newport Place Planned Community, and at the northeast corner of Bristol Street North and Spruce Street in the Airport Area.

Implementation of the proposed project would require demolition of the existing 33,292 - square -foot office building and surface parking within the 1.97 -acre site.

RECOMMENDATION
1) Conduct a public hearing;
2) Find that potential environmental impacts have been previously mitigated through the implementation of the policies of the General Plan as evaluated in Program Environmental Impact Report for the 2006 General Plan Update (SCH No. 2006011119), and the City of Newport Beach Housing Element Initial Study/Negative Declaration (collectively, the PEIR); therefore, in accordance with Section 15164 of the California Environmental Quality Act (CEQA) Guidelines, an addendum to the previously adopted PEIR is the appropriate environmental documentation for the project; and
3) Adopt Resolution No. PC2022-003 (Attachment No. PC 1) recommending the City Council adoption of Environmental Impact Report Addendum No. ER2022-001, and approval of Major Site Development Review No. SD2021-003, Affordable Housing Implementation Plan No. AH2O22-001, Traffic Study No. TS2022-001, and Transfer 15-407

Residences at 1300 Bristol Street (PA2021-161)
Planning Commission, February 17, 2022