11 & 12 - Attachment A - Exhibit C-J - Housing Element Update (2008-2014) - Addendums 1-8 — Newport Beach City Council, April 9, 2024 (part 16 of 33)

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: 0 113 7 0 66 0 0 0 0 7 0 0
Initial Fut: 49 1716 228 152 1655 453 215 90 21 245 111 136 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 1716 228 152 1655 453 215 90 21 245 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 1716 228 152 1655 453 215 90 21 245 111 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 1716 228 152 1655 453 215 90 21 245 111 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.41 0.59 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2256 944 1600 3200 1600 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.36 0.14 0.05 0.34 0.28 0.10 0.10 0.01 0.08 0.07 0.00 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 102

TPO YEAR 2026 WITH PROJECT
Apx - 103

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-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.559
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
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 18 104 0
Initial Fut: 482 1612 0 0 282 240 0 0 0 228 1190 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 0 228 1190 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 0 228 1190 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 0 228 1190 238
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 3.33 0.67 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5333 1067 ------------ 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 0.22 0.22 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 18:55:21 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.686
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 Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 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 2 0 25 0 5 6 0 0 0 0
Initial Fut: 0 1182 300 96 405 0 985 1821 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 300 96 405 0 985 1821 464 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1182 300 96 405 0 985 1821 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 300 96 405 0 985 1821 464 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.40 2.60 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2247 4153 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.18 0.19 0.06 0.08 0.00 0.44 0.44 0.15 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 18:55:21 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.669
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 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: 2 3 0 0 16 23 0 0 0 11 98 3
Initial Fut: 98 1054 0 0 119 121 0 0 0 424 1415 216
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: 98 1054 0 0 119 121 0 0 0 424 1415 216
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 98 1054 0 0 119 121 0 0 0 424 1415 216
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: 98 1054 0 0 119 121 0 0 0 424 1415 216
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 1.98 2.02 0.00 0.00 0.00 1.00 3.60 0.40 Final Sat.: 3200 3200 0 0 3173 3227 0 0 0 1600 5764 636 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.33 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.27 0.25 0.34 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 106

Default Scenario Thu Nov 11, 2021 18:55:21 Page 9-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.490
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 385 381 165 326 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 5 3 8 19 0 0 0 6 0 0 0
Initial Fut: 0 390 384 199 345 0 755 1206 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: 0 390 384 199 345 0 755 1206 215 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 390 384 199 345 0 755 1206 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: 0 390 384 199 345 0 755 1206 215 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.02 1.98 2.00 2.00 0.00 1.54 3.01 0.45 0.00 0.00 0.00 Final Sat.: 0 3225 3175 3200 3200 0 2464 4810 726 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.12 0.12 0.06 0.11 0.00 0.31 0.25 0.30 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 18:55:21 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.511
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
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 92 0 2 40 0 0 0 0 0 0 7
Initial Fut: 58 714 79 342 952 221 460 759 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: 58 714 79 342 952 221 460 759 71 39 164 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 58 714 79 342 952 221 460 759 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: 58 714 79 342 952 221 460 759 71 39 164 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.74 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 0.11 0.05 0.21 0.15 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 - 108

Default Scenario Thu Nov 11, 2021 18:55:21 Page 11-1
Picerne Residential (1300 Bristol Street North)
TPO 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): 0.408
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 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 27 0 12 31 3 28 11 0 0 17 50
Initial Fut: 35 689 85 100 740 178 119 332 64 27 133 105 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: 35 689 85 100 740 178 119 332 64 27 133 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 689 85 100 740 178 119 332 64 27 133 105 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: 35 689 85 100 740 178 119 332 64 27 133 105 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 3.22 0.78 1.00 1.63 0.37 1.00 1.12 0.88 Final Sat.: 1600 4800 1600 1600 5157 1243 1600 2607 593 1600 1788 1412 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.02 0.14 0.05 0.06 0.14 0.14 0.07 0.13 0.11 0.02 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 18:55:21 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.585
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 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 32 6 0 39 0 0 0 0 16 0 0
Initial Fut: 49 895 739 55 482 132 17 72 32 180 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: 49 895 739 55 482 132 17 72 32 180 96 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 895 739 55 482 132 17 72 32 180 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: 49 895 739 55 482 132 17 72 32 180 96 20
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 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 0.19 0.46 0.03 0.10 0.08 0.01 0.03 0.03 0.06 0.07 0.07 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 18:55:21 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.645
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 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: 0 12 7 7 30 18 9 32 0 52 151 21
Initial Fut: 183 979 583 75 441 294 469 1121 196 399 929 236 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: 183 979 583 75 441 0 469 1121 196 399 929 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 183 979 583 75 441 0 469 1121 196 399 929 236 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: 183 979 583 75 441 0 469 1121 196 399 929 236 OvlAdjVol: 450
---------------------------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 3.41 0.59 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5450 950 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.06 0.20 0.36 0.02 0.09 0.00 0.15 0.21 0.21 0.08 0.19 0.15 OvlAdjV/S: 0.28
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 18:55:21 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.712
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 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 21 8 0 49 2 2 5 1 16 1 0
Initial Fut: 284 2481 153 46 2509 237 216 227 200 513 238 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 2481 0 46 2509 237 216 227 0 513 238 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 284 2481 0 46 2509 237 216 227 0 513 238 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 2481 0 46 2509 237 216 227 0 513 238 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---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.39 0.00 0.01 0.39 0.15 0.07 0.07 0.00 0.16 0.07 0.05 OvlAdjV/S: 0.08 0.04
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 112

Default Scenario Thu Nov 11, 2021 18:55:21 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.636
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 108 1119
Growth Adj: 1.07 1.07
Initial Bse: 116 1197
Added Vol: 0 12
PasserByVol: 18 116
Initial Fut: 134 1325
User Adj: 1.00 1.00
PHF Adj: 1.00 1.00
PHF Volume: 134 1325
Reduct Vol: 0 0
Reduced Vol: 134 1325
PCE Adj: 1.00 1.00
MLF Adj: 1.00 1.00
FinalVolume: 134 1325
196 162 1764 137 73 197 50 327 283 10C

1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00
210 173 1887 147 73 197 50 327 283 10C
0 0 -1 0 0 0 0 0 0 C
10 0 27 1 2 0 4 2 0 C
220 173 1913 148 75 197 54 329 283 10C

1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
220 173 1913 148 75 197 0 329 283 10C
0 0 0 0 0 0 0 0 0 C
220 173 1913 148 75 197 0 329 283 10C

1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
220 173 1913 148 75 197 0 329 283 10C
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 3.43 0.57 2.00 2.79 0.21 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5490 910 3200 4456 344 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.24 0.24 0.05 0.43 0.43 0.02 0.06 0.00 0.10 0.09 0.06 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 113

Default Scenario Thu Nov 11, 2021 18:55:21 Page 16-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.406
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 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: 7 34 17 0 69 99 0 0 0 0 0 0
Initial Fut: 760 1796 826 0 823 527 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: 760 1796 0 0 823 527 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 760 1796 0 0 823 527 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: 760 1796 0 0 823 527 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.05 1.95 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4877 3123 0 0 0 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.24 0.37 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 114

Default Scenario Thu Nov 11, 2021 18:55:21 Page 17-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.700
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: Permitted Protected Protected Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 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 36 0 0 69 0 20 9 29 0 0 0
Initial Fut: 0 2000 22 0 807 0 1257 541 1431 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 2000 22 0 807 0 1257 541 1431 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2000 22 0 807 0 1257 541 1431 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 2000 22 0 807 0 1257 541 1431 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.94 0.06 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7911 89 0 6400 0 3200 1600 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.25 0.25 0.00 0.13 0.00 0.39 0.34 0.45 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 115

Default Scenario Thu Nov 11, 2021 18:55:21 Page 18-1
Picerne Residential (1300 Bristol Street North)
TPO 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): 0.659
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
------------ 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 42 4 0 96 0 0 0 0 0 0 0
Initial Fut: 93 1356 238 102 1714 428 430 103 44 223 147 170 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: 93 1356 238 102 1714 428 430 103 44 223 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 93 1356 238 102 1714 428 430 103 44 223 147 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 1356 238 102 1714 428 430 103 44 223 147 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.61 0.39 1.00 1.81 1.19 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2582 618 1600 2893 1907 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.06 0.28 0.15 0.03 0.36 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 - 116

Default Scenario Thu Nov 11, 2021 18:56:09 Page 6-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.686
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
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 ill
Added Vol: 0 0 0 0 0 0 0 0 0 -3 0 0
PasserByVol: 0 14 0 0 4 0 0 0 0 7 55 0
Initial Fut: 437 710 0 0 1016 1160 0 0 0 271 1858 ill
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 0 271 1858 ill
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 437 710 0 0 1016 1160 0 0 0 271 1858 ill
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 0 271 1858 ill
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 3.77 0.23 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6039 361 ------------ 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 0.31 0.31 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 117

Default Scenario Thu Nov 11, 2021 18:56:09 Page 7-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.545
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 Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 663 256 206 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 19 0 11 0 10 4 0 0 0 0
Initial Fut: 0 713 295 206 1072 0 470 1014 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: 0 713 295 206 1072 0 470 1014 556 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 713 295 206 1072 0 470 1014 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: 0 713 295 206 1072 0 470 1014 556 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.27 2.73 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2027 4373 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.18 0.13 0.22 0.00 0.23 0.23 0.17 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 118

Default Scenario Thu Nov 11, 2021 18:56:09 Page 8-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.566
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 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: 8 11 0 0 8 10 0 0 0 6 49 4
Initial Fut: 150 369 0 0 451 671 0 0 0 466 1523 125
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: 150 369 0 0 451 671 0 0 0 466 1523 125
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 150 369 0 0 451 671 0 0 0 466 1523 125
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: 150 369 0 0 451 671 0 0 0 466 1523 125
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 3.77 0.23 Final Sat.: 3200 3200 0 0 2573 3827 0 0 0 1600 6036 364 ------------ 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 0.29 0.25 0.34 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 119

Default Scenario Thu Nov 11, 2021 18:56:09 Page 9-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.493
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 168 319 245 725 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 19 18 3 10 0 0 18 4 0 0 0
Initial Fut: 0 187 337 250 735 0 258 1146 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: 0 187 337 250 735 0 258 1146 116 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 187 337 250 735 0 258 1146 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: 0 187 337 250 735 0 258 1146 116 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.72 0.28 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5959 441 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.06 0.11 0.08 0.23 0.00 0.16 0.19 0.26 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 120

Default Scenario Thu Nov 11, 2021 18:56:09 Page 10-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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
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 61 0 8 78 0 0 0 0 0 0 4
Initial Fut: 216 1214 55 174 1084 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 1214 55 174 1084 617 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 216 1214 55 174 1084 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 1214 55 174 1084 617 315 319 64 78 1038 0 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.50 0.50 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3998 802 3200 4800 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.14 0.19 0.03 0.11 0.17 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 - 121

Default Scenario Thu Nov 11, 2021 18:56:09 Page 11-1
Picerne Residential (1300 Bristol Street North)
TPO 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): 0.629
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 30 0 52 40 2 14 15 0 0 14 27
Initial Fut: 127 947 33 103 965 179 320 292 42 109 514 237 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: 127 947 33 103 965 179 320 292 42 109 514 237 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 947 33 103 965 179 320 292 42 109 514 237 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: 127 947 33 103 965 179 320 292 42 109 514 237 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 3.38 0.62 1.47 1.34 0.19 1.00 1.37 0.63 Final Sat.: 1600 4800 1600 1600 5401 999 2344 2146 309 1600 2190 1010 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.08 0.20 0.02 0.06 0.18 0.18 0.14 0.14 0.14 0.07 0.23 0.23 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

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Default Scenario Thu Nov 11, 2021 18:56:09 Page 12-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.546
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 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 37 16 0 34 0 0 0 0 10 0 0
Initial Fut: 40 887 308 60 1013 50 98 141 194 624 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: 40 887 308 60 1013 50 98 141 194 624 89 89
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 887 308 60 1013 50 98 141 194 624 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: 40 887 308 60 1013 50 98 141 194 624 89 89 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 0.18 0.19 0.04 0.21 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 18:56:09 Page 13-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.739
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
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: 0 27 54 24 12 12 14 164 0 23 71 13
Initial Fut: 285 737 388 186 1552 436 279 1172 51 507 1147 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: 285 737 388 186 1552 0 279 1172 51 507 1147 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 285 737 388 186 1552 0 279 1172 51 507 1147 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: 285 737 388 186 1552 0 279 1172 51 507 1147 225 OvlAdjVol: 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 3.00 1.00 2.00 3.00 1.00 2.00 3.83 0.17 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6136 264 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module:

Vol/Sat: 0.09 0.15 0.24 0.06 0.32 0.00 0.09 0.19 0.19 0.11 0.24 0.14 OvlAdjV/S: 0.14
Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 124

Default Scenario Thu Nov 11, 2021 18:56:09 Page 14-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.615
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
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 64 18 0 29 11 5 3 2 6 4 0
Initial Fut: 157 2568 169 170 2672 255 193 213 207 263 219 109 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 2568 0 170 2672 255 193 213 0 263 219 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 157 2568 0 170 2672 255 193 213 0 263 219 109 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 2568 0 170 2672 255 193 213 0 263 219 109 OvlAdjVol: 159 24
---------------------------II---------------II---------------II---------------I Saturation Flow Module:

Vol/Sat: 0.05 0.40 0.00 0.05 0.42 0.16 0.06 0.07 0.00 0.08 0.07 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 18:56:09 Page 15-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.636
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 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 56 5 0 117 2 1 0 20 10 0 0
Initial Fut: 88 1280 521 196 1566 155 176 586 212 212 334 152 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 1280 521 196 1566 155 176 586 0 212 334 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 1280 521 196 1566 155 176 586 0 212 334 152 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 1280 521 196 1566 155 176 586 0 212 334 152 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 4368 432 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.03 0.27 0.33 0.06 0.36 0.36 0.06 0.18 0.00 0.07 0.10 0.10 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 126

Default Scenario Thu Nov 11, 2021 18:56:09 Page 16-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.523
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 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: 6 177 30 0 32 49 0 0 0 0 0 0
Initial Fut: 800 1750 916 0 993 873 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: 800 1750 0 0 993 873 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 800 1750 0 0 993 873 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: 800 1750 0 0 993 873 0 0 0 0 0 0
Saturation Flow Module:

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

Vol/Sat: 0.25 0.36 0.00 0.00 0.21 0.27 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 127

Default Scenario Thu Nov 11, 2021 18:56:09 Page 17-1
-------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
TPO 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): 0.672
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
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 90 0 0 30 0 109 7 36 0 0 0
Initial Fut: 0 2041 81 0 1061 0 1081 870 1063 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 2041 81 0 1061 0 1081 870 1063 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2041 81 0 1061 0 1081 870 1063 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 2041 81 0 1061 0 1081 870 1063 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.81 0.19 0.00 4.00 0.00 1.66 1.34 2.00 0.00 0.00 0.00 Final Sat.: 0 7694 306 0 6400 0 2660 2140 3200 0 0 0
------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.27 0.27 0.00 0.17 0.00 0.41 0.41 0.33 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 18:56:09 Page 18-1
Picerne Residential (1300 Bristol Street North)
TPO 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): 0.578
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include 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: 0 113 7 0 66 0 0 0 0 7 0 0
Initial Fut: 49 1720 228 152 1653 453 215 90 21 245 111 136 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 1720 228 152 1653 453 215 90 21 245 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 1720 228 152 1653 453 215 90 21 245 111 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 1720 228 152 1653 453 215 90 21 245 111 0 Saturation Flow Module:

Apx - 129

CEQA YEAR 2026 WITHOUT PROJECT
Apx - 130

Default Scenario Thu Nov 11, 2021 18:57:52 Page 4-1
-------------------------------------------------------------------------------- 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 #1 Campus Dr (NS) at Bristol St North (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 Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 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 0 0 0
PasserByVol: 0 7 0 0 7 0 0 0 0 21 135 0
Initial Fut: 482 1612 0 0 282 240 0 0 0 229 1212 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 0 229 1212 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 0 229 1212 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 0 229 1212 238
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 3.34 0.66 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5350 1050 ------------ 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.

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Default Scenario Thu Nov 11, 2021 18:57:52 Page 5-1
-------------------------------------------------------------------------------- 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 #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.710
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 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 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 2 14 0 28 0 5 93 0 0 0 0
Initial Fut: 0 1182 316 96 406 0 985 1911 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 316 96 406 0 985 1911 464 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1182 316 96 406 0 985 1911 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 316 96 406 0 985 1911 464 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.36 2.64 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2177 4223 3200 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.00 0.18 0.20 0.06 0.08 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 - 132

Default Scenario Thu Nov 11, 2021 18:57:52 Page 6-1
-------------------------------------------------------------------------------- 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 #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.688
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
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 0 0 0
PasserByVol: 11 64 0 0 30 33 0 0 0 40 114 6
Initial Fut: 107 1115 0 0 133 131 0 0 0 427 1420 209
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 0 427 1420 209
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 107 1115 0 0 133 131 0 0 0 427 1420 209
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 0 427 1420 209
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 3.62 0.38 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1600 5784 616 ------------ 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 0.27 0.25 0.34 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 133

Default Scenario Thu Nov 11, 2021 18:57:52 Page 7-1
-------------------------------------------------------------------------------- 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 #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.515
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 385 381 165 326 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 0 0 0 0 0 0 0 0 0
PasserByVol: 0 40 3 46 24 0 35 65 6 0 0 0
Initial Fut: 0 425 384 211 350 0 790 1278 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: 0 425 384 211 350 0 790 1278 215 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 425 384 211 350 0 790 1278 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: 0 425 384 211 350 0 790 1278 215 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.10 1.90 2.00 2.00 0.00 1.53 3.04 0.43 0.00 0.00 0.00 Final Sat.: 0 3362 3038 3200 3200 0 2445 4864 691 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 - 134

Default Scenario Thu Nov 11, 2021 18:57:52 Page 8-1
-------------------------------------------------------------------------------- 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 #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.524
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
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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 184 0 2 106 0 0 0 0 0 0 7
Initial Fut: 58 799 79 342 1019 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: 58 799 79 342 1019 221 460 759 71 39 164 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 58 799 79 342 1019 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: 58 799 79 342 1019 221 460 759 71 39 164 0 Saturation Flow Module:

Vol/Sat: 0.04 0.12 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 - 135

Default Scenario Thu Nov 11, 2021 18:57:52 Page 9-1
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 #6 MacArthur Blvd (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.460
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0
Volume Module:

Base Vol: 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 0 0 0 0 0 0 0 0
PasserByVol: 0 109 0 29 77 6 33 67 0 0 35 55
Initial Fut: 35 771 85 117 787 181 117 386 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 85 117 787 181 117 386 64 27 151 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 771 85 117 787 181 117 386 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 85 117 787 181 117 386 64 27 151 110 Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.25 0.75 1.00 1.66 0.34 1.00 1.16 0.84 Final Sat.: 1600 4800 1600 1600 5201 1199 1600 2662 538 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 0.07 0.15 0.12 0.02 0.08 0.08 Crit Moves **** **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.

Apx - 136

Default Scenario Thu Nov 11, 2021 18:57:52 Page 10-1
-------------------------------------------------------------------------------- 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 #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
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 0 0 0 0 0 0 0 0
PasserByVol: 0 114 8 0 85 0 0 0 0 18 0 0
Initial Fut: 49 977 741 55 529 132 17 72 32 183 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 55 529 132 17 72 32 183 96 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 49 977 741 55 529 132 17 72 32 183 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 55 529 132 17 72 32 183 96 20
Saturation Flow 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 - 137

Default Scenario Thu Nov 11, 2021 18:57:52 Page 11-1
-------------------------------------------------------------------------------- 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 #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.742
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
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: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 18 72 127 7 60 36 33 269 2 85 252 21
Initial Fut: 204 1039 703 75 471 314 493 1346 194 432 1031 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: 204 1039 703 75 471 0 493 1346 194 432 1031 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 204 1039 703 75 471 0 493 1346 194 432 1031 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: 204 1039 703 75 471 0 493 1346 194 432 1031 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 3.50 0.50 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5596 804 4800 4800 1600 ------------ I---------------II---------------II---------------II---------------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.

Apx - 138

Default Scenario Thu Nov 11, 2021 18:57:52 Page 12-1
-------------------------------------------------------------------------------- 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 #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.727
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 1 181 12 0 106 2 2 21 1 22 54 0
Initial Fut: 284 2646 157 46 2562 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 2646 0 46 2562 237 216 243 0 519 291 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 284 2646 0 46 2562 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 2646 0 46 2562 237 216 243 0 519 291 80 OvlAdjVol: 129 57
---------------------------II---------------II---------------II---------------I Saturation Flow 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 - 139

Default Scenario Thu Nov 11, 2021 18:57:52 Page 13-1
-------------------------------------------------------------------------------- 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 #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
Volume Module:

Base Vol: 108 1119 196 162
Growth Adj: 1.07 1.07 1.07 1.07
Initial Bse: 116 1197 210 173
Added Vol: 0 0 0 0
PasserByVol: 18 277 10 89
Initial Fut: 134 1474 220 262
User Adj: 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00
PHF Volume: 134 1474 220 262
Reduct Vol: 0 0 0 0
Reduced Vol: 134 1474 220 262
PCE Adj: 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00
FinalVolume: 134 1474 220 262
1764 137 73 197 50 327 283 100

1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00
1887 147 73 197 50 327 283 100
0 0 0 0 0 0 0 0
224 1 2 0 4 2 1 36
2111 148 75 197 54 329 284 136

1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
2111 148 75 197 0 329 284 136
0 0 0 0 0 0 0 0
2111 148 75 197 0 329 284 136

1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00
2111 148 75 197 0 329 284 136
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 5570 830 3200 4486 314 3200 3200 1600 3200 3200 1600 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module:

Vol/Sat: 0.04 0.26 0.26 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 - 140

Default Scenario Thu Nov 11, 2021 18:57:52 Page 14-1
-------------------------------------------------------------------------------- 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 #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.437
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Ignore Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0
Volume Module:

Base Vol: 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: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 37 297 17 0 163 142 0 0 0 0 0 0
Initial Fut: 801 2043 826 0 917 575 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: 801 2043 0 0 917 575 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 801 2043 0 0 917 575 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: 801 2043 0 0 917 575 0 0 0 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.07 1.93 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4916 3084 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.

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Default Scenario Thu Nov 11, 2021 18:57:52 Page 15-1
-------------------------------------------------------------------------------- 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 #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.732
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
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 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 271 0 0 163 0 78 18 41 0 0 0
Initial Fut: 0 2238 22 0 901 0 1306 545 1439 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 2238 22 0 901 0 1306 545 1439 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 2238 22 0 901 0 1306 545 1439 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 2238 22 0 901 0 1306 545 1439 0 0 0
Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.95 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 - 142

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 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

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
Volume Module:

Base Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
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 ill
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 ill
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 ill
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 ill
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 ill
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

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
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
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

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
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
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

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
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
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

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
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 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

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 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

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
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 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

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
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---------------II---------------II---------------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

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
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:

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 - 152

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
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 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

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
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
Saturation Flow 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

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
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
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

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 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

CEQA YEAR 2026 WITH PROJECT
Apx - 157

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
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
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:

Apx - 158

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
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
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

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
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
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

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
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
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:

Apx - 161

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
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 Saturation Flow 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

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
------------ 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: 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 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.

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-------------------------------------------------------------------------------- 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
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
Saturation Flow Module:

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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
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---------------II---------------II---------------I Capacity Analysis Module:

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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
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:

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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
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 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.

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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
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
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:

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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
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
Saturation Flow Module:

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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 Saturation Flow Module:

Apx - 170

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
Volume Module:

Base Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 ill
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 ill
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 ill
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 ill
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 ill
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 ill
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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Default Scenario Thu Nov 11, 2021 19:00:21 Page 7-1
-------------------------------------------------------------------------------- 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 #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
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
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:

Apx - 172

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
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
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:

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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
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
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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-------------------------------------------------------------------------------- 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
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 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:

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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 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:

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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
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 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:

Apx - 177

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
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---------------II---------------II---------------I Capacity Analysis Module:

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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
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:

Apx - 179

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
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 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.

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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
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
Saturation Flow 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

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
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
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.

Apx - 182

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
Growth Adj: 1.07 1.07
Initial Bse: 49 1603
Added Vol: 0 4
PasserByVol: 0 238
Initial Fut: 49 1845
User Adj: 1.00 1.00
PHF Adj: 1.00 1.00
PHF Volume: 49 1845
Reduct Vol: 0 0
Reduced Vol: 49 1845
PCE Adj: 1.00 1.00
MLF Adj: 1.00 1.00
FinalVolume: 49 1845
207 142 1485 423 215 90 21 238 111 136

1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00
221 152 1589 453 215 90 21 238 111 136
0 0 -2 0 0 0 0 0 0 0
46 1 287 20 8 0 0 70 0 1
267 153 1874 473 223 90 21 308 111 137

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
267 153 1874 473 223 90 21 308 111 0
0 0 0 0 0 0 0 0 0 0
267 153 1874 473 223 90 21 308 111 0

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
267 153 1874 473 223 90 21 308 111 0
Saturation Flow Module:

Apx - 183

POST 2030 GENERAL PLAN BUILDOUT WITHOUT PROJECT
Apx 184

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
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
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

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
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
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

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
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
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

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
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
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

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
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 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

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 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

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
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 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 - 191

Default Scenario Thu Nov 11, 2021 19:01:33 Page 11-1
-------------------------------------------------------------------------------- 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 #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.877
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 210 1890 600 130 570 130 670 1760 160 420 1120 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 1890 600 130 570 130 670 1760 160 420 1120 170 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---------------II---------------II---------------I Capacity Analysis Module:

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

Apx - 192

Default Scenario Thu Nov 11, 2021 19:01:33 Page 12-1
-------------------------------------------------------------------------------- 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 #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 390 3680 210 60 2710 390 330 270 210 160 250 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 3680 210 60 2710 390 330 270 210 160 250 10 Added Vol: 0 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:

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.

Apx - 193

Default Scenario Thu Nov 11, 2021 19:01:33 Page 13-1
-------------------------------------------------------------------------------- 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 #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.930
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 100 2030 320 700 1710 360 260 280 30 800 840 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 2030 320 700 1710 360 260 280 30 800 840 170 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 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

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
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
Saturation Flow 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 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
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
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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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 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 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
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
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.

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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 #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.774
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 1770 410 310 2060 0 550 1420 630 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1770 410 310 2060 0 550 1420 630 0 0 0
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
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.

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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 #3 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.811
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0
Volume Module:

Base Vol: 180 600 0 0 830 1480 0 0 0 530 1730 160
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 600 0 0 830 1480 0 0 0 530 1730 160
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
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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Default Scenario Thu Nov 11, 2021 19:02:43 Page 7-1
-------------------------------------------------------------------------------- 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 #4 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.625
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Permitted Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0
Volume Module:

Base Vol: 0 330 300 440 920 0 380 1490 130 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 330 300 440 920 0 380 1490 130 0 0 0
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
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.

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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 #5 MacArthur Blvd (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.241
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Ignore
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1
Volume Module:

Base Vol: 320 1520 80 150 1510 910 530 700 160 160 1470 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 320 1520 80 150 1510 910 530 700 160 160 1470 190 Added Vol: 0 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 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.

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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 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.

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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 #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.682
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 50 960 180 110 1280 110 140 270 100 860 210 110 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 960 180 110 1280 110 140 270 100 860 210 110 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 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.

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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
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---------------II---------------II---------------I Capacity Analysis Module:

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

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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 #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.792
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 260 2710 140 40 3090 480 330 210 100 220 400 50 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 260 2710 140 40 3090 480 330 210 100 220 400 50 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:

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.

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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 #10 Jamboree Dr (NS) at Campus Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.180
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Ignore Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 160 1950 720 470 2660 260 610 850 30 360 650 530 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 160 1950 720 470 2660 260 610 850 30 360 650 530 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 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.

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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
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
Saturation Flow 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.

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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
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
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.

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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 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

POST 2030 GENERAL PLAN BUILDOUT WITH PROJECT
Apx - 211

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
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
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:

Apx - 212

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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 #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.893
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 2380 510 110 730 0 1370 1590 670 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2380 510 110 730 0 1370 1590 670 0 0 0
Added Vol: 0 0 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
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:

Apx - 213

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
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
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

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
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
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:

Apx - 215

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
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 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:

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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 #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 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:

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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 #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.562
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0
Volume Module:

Base Vol: 130 1460 580 60 670 190 40 170 60 170 180 40
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 130 1460 580 60 670 190 40 170 60 170 180 40 Added Vol: 0 0 0 0 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 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:

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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 #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.877
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ovl Ignore Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1
Volume Module:

Base Vol: 210 1890 600 130 570 130 670 1760 160 420 1120 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 1890 600 130 570 130 670 1760 160 420 1120 170 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---------------II---------------II---------------I Capacity Analysis Module:

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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 #9 MacArthur Blvd (NS) at Bison Ave (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Protected Protected
Rights: Ignore Ovl Ignore Ovl
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1
Volume Module:

Base Vol: 390 3680 210 60 2710 390 330 270 210 160 250 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 3680 210 60 2710 390 330 270 210 160 250 10 Added Vol: 0 1 0 0 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:

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
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 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:

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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
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
Saturation Flow Module:

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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
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
Saturation Flow Module:

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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 Saturation Flow Module:

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Default Scenario Thu Nov 11, 2021 19:03:53 Page 6-1
-------------------------------------------------------------------------------- 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 #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.949
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Permitted Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0
Volume Module:

Base Vol: 600 1700 0 0 1850 1270 0 0 0 540 2880 140
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 600 1700 0 0 1850 1270 0 0 0 540 2880 140
Added Vol: 0 0 0 0 0 0 0 0 0 1 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
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:

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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 #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775
Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
Control: Protected Protected Permitted Permitted
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0
Volume Module:

Base Vol: 0 1770 410 310 2060 0 550 1420 630 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1770 410 310 2060 0 550 1420 630 0 0 0
Added Vol: 0 0 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
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:

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Default Scenario Thu Nov 11, 2021 19:03:53 Page 8-1
-------------------------------------------------------------------------------- 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 #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
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
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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Default Scenario Thu Nov 11, 2021 19:03:53 Page 9-1
-------------------------------------------------------------------------------- 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 #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
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
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:

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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
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 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:

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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 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:

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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
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 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:

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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
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---------------II---------------II---------------I Capacity Analysis Module:

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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
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:

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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
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 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:

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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
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
Saturation Flow Module:

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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
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
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:

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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 Saturation Flow Module:

Apx - 237

APPENDIX D

APPROVED PROJECTS LIST AND CUMULATIVE PROJECTS
Apx - 238

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 1/5

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

NB SIB EB WB NIL 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 SIB EB WB NIL 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 NIL 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 SIB EB WB NIL 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 2/5

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

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

NB SIB 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 SIB EB WB NIL 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 SIB EB WB NIL 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 SIB EB WB NIL 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
https://staff.newportbeachca.gov/Traffics/Home/Report Apx - 242 4/5

9/13/21, 2:21 PM Report - Traffics
Approved Projects 80% Volume Summary Intersection Report Intersection (4995 ::: BISON AVE / MACARTHUR BLVD )

NB SIB EB WB NIL 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 5/5

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

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:

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.
1400 Bristol St.
two-story buildings totaling 37,515
Commission on June 3, 2021.

CC2020-002
Medical Offices
square feet. A modification permit is
1400 Bristol St. N.

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 Development
Coastal
construction of 128,640 square feet of
Permit No. CDe 08
nonresidential uses (retail, vehicle/boat
Application submitted on December
Per
Conditional Use 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.

Tentative
• e Tract Map No.
maximum height of buildings on the north
N 006
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
Newport Center Drive
P
period ended June 14, 2021.

Development Plan No.

Westmorel
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
Star bucks -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; I- 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:

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
o
20 /o
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-
Lido, Via Oporto,
recordation. Application
Development Plan
story townhome condominiums.
and Via Malaga.
approved November 12, 2013.

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

IS/Mitigated Negative
CDP application Approved by
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
4311 & 4321
approved on 3/12/2013. North
and South Buildings have
• Traffic Study (TPO)
Mixed Use
units and 11,500 sf. of commercial
Jamboree Rd
been completed with a total of
AHIP
Chelsea Crager
Yes
o
5 /a
Development
retail
366 market rate units and 92
• DA
(PA2011-134 )
affordable units. 1-acre public
• Airport Land Use
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'
Square
application includes a request to
1244 Irvine
Approved. Under construction
010
Tentative Tract Map
Chelsea Crager
Yes
0%
establish grade and allow the
Avenue
(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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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
201 Coast
approved 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 Rev: 2021-08-16-cc
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CIP Projects with CEQA review:

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
building 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
Class 32 Exemption
Chelsea
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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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 2m6. 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 13 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
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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
Hernan 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/l/2021 00843590-PSSM 36 Minor Modification to the Intersect Campus Sign Program TBD Staff Calvin Mingione 2963 Michelson Drive
6/l/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
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 - 261

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

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

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

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
Drive, Suite 215, in PA 36.
19722 and 19732 MacArthur
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
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

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

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

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 I 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 Brookdale 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 3.111 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

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

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

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

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

APPENDIX E

TPO ONE -PERCENT THRESHOLD ANALYSIS
Apx - 273

Traffic Phasing Ordinance (TPO) One -Percent Threshold Calculations ID Study Intersection
Approach Totals
1% of TPO Volume
Project Volume
Threshold Met?
TPO Year 2026 Without Project
NB
SB
EB
WB
NB
SB
EB
WB
NB
SB
EB
WB
NB
SB
EB
WB

1. Campus Dr (NS) at Bristol St North (EW)
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
1% of TPO Volume
Project Volume
Threshold Met?
TPO Year 2026 Without Project
NB
SB
EB
WB
NB
SB
EB
WB
NB
SB
EB
WB
NB
SB
EB
WB

1. Campus Dr (NS) at Bristol St North (EW)
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

GANDDINI GROUP INC.
714.795.3100 1 ganddini.com

ADDENDUM TO THE CITY OF

NEWPORT BEACH GENERAL PLAN

UPDATE ENVIRONMENTAL IMPA
REPORT
The Ritz -Carlton Residences Project
May 2022

Table of Contents

TABLE OF CONTENTS
Section Page

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

1.1 Purpose and Basis for the Addendum...................................................................................1-1

1.2 Background........................................................................................................................................1-2

1.2.1 City of Newport Beach General Plan Update.......................................................1-2

2.0 Project Description and Setting............................................................................................2-1

2.1 Project Location...............................................................................................................................2-1

2.2 Existing Site and Area Characteristics...................................................................................2-1

2.3 Planning Context.............................................................................................................................2-2

2.3.1 Land Use Designations..................................................................................................2-2

2.4 Proposed Project Description................................................................................................... 2-3

2.4.1 Circulation and Parking................................................................................................2-3

2.4.2 Future Operations...........................................................................................................2-5

2.4.3 Project Construction......................................................................................................2-5

3.0 Environmental Checklist........................................................................................................3-1

3.1 Aesthetics...........................................................................................................................................3-1

3.1.1 2006 EIR..............................................................................................................................3-1

3.1.2 Proposed Project Impact Analysis...........................................................................3-2

3.2 Agriculture and Forestry Resources......................................................................................3-9

3.2.1 2006 EIR..............................................................................................................................3-9

3.2.2 Mitigation Measures.......................................................................................................3-9

3.2.3 Proposed Project Impact Analysis...........................................................................3-9

3.3 Air Quality....................................................................................................................................... 3-12

3.3.1 2006 EIR........................................................................................................................... 3-12

3.3.2 Proposed Project Impact Analysis........................................................................ 3-13

3.4 Biological Resources................................................................................................................... 3-28

3.4.1 2006 EIR........................................................................................................................... 3-28

3.4.2 Proposed Project Impact Analysis........................................................................ 3-29

3.5 Cultural Resources...................................................................................................................... 3-35

3.5.1 2006 EIR........................................................................................................................... 3-35

3.5.2 Proposed Project Impact Analysis........................................................................ 3-36 THE RITZ-CARLTON RESIDENCES 1

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Table of Contents

3.6 Energy...............................................................................................................................................3-40

3.6.1 2006 EIR........................................................................................................................... 3-40

3.6.2 Proposed Project Impact Analysis........................................................................ 3-41

3.7 Geology and Soils......................................................................................................................... 3-46

3.7.1 2006 EIR........................................................................................................................... 3-46

3.7.2 Proposed Project Impact Analysis........................................................................ 3-47

3.8 Greenhouse Gas Emissions...................................................................................................... 3-52

3.8.1 2006 EIR........................................................................................................................... 3-52

3.8.2 Proposed Project Impact Analysis........................................................................ 3-52

3.9 Hazards and Hazardous Materials....................................................................................... 3-58

3.9.1 2006 EIR........................................................................................................................... 3-58

3.9.2 Proposed Project Impact Analysis........................................................................ 3-59

3.10 Hydrology and Water Quality................................................................................................. 3-66

3.10.1 2006 EIR........................................................................................................................... 3-66

3.10.2 Proposed Project Impact Analysis........................................................................ 3-67

3.11 Land Use and Planning.............................................................................................................. 3-72

3.11.1 2006 EIR........................................................................................................................... 3-72

3.11.2 Proposed Project Impact Analysis........................................................................ 3-73

3.12 Mineral Resources....................................................................................................................... 3-75

3.12.1 2006 EIR........................................................................................................................... 3-75

3.12.2 Proposed Project Impact Analysis........................................................................ 3-75

3.13 Noise.................................................................................................................................................. 3-77

3.13.1 2006 EIR........................................................................................................................... 3-77

3.13.2 Proposed Project Impact Analysis........................................................................ 3-78

3.14 Population and Housing............................................................................................................ 3-85

3.14.1 2006 EIR........................................................................................................................... 3-85

3.14.2 Proposed Project Impact Analysis........................................................................ 3-86

3.15 Public Services.............................................................................................................................. 3-88

3.15.1 2006 EIR........................................................................................................................... 3-88

3.15.2 Proposed Project Impact Analysis........................................................................ 3-89

3.16 Recreation.......................................................................................................................................3-93

3.16.1 2006 EIR........................................................................................................................... 3-93

3.16.2 Proposed Project Impact Analysis........................................................................ 3-93 THE RITZ-CARLTON RESIDENCES ii

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Table of Contents

3.17 Transportation..............................................................................................................................3-96

3.17.1 2006 EIR........................................................................................................................... 3-96

3.17.2 Proposed Project Impact Analysis........................................................................3-97

3.18 Tribal Cultural Resources.......................................................................................................3-102

3.18.1 2006 EIR.........................................................................................................................3-102

3.18.2 Proposed Project Impact Analysis......................................................................3-102

3.19 Utilities and Service Systems................................................................................................3-105

3.19.1 2006 EIR.........................................................................................................................3-105

3.19.2 Proposed Project Impact Analysis......................................................................3-107

3.20 Wildfire...........................................................................................................................................3-113

3.20.1 2006 EIR.........................................................................................................................3-113

3.20.2 Proposed Project Impact Analysis......................................................................3-113

4.0 Conclusions.................................................................................................................................4-1

5.0 References...................................................................................................................................5-1 TABLES
Table Page
3-1 South Coast Air Quality Management District Air Quality Significance Thresholds...................................................................................................................................................... 3-16 3-2
Attainment Status of Criteria Pollutants in the South Coast Air Basin ................................ 3-17
3-3
California and Federal Ambient Air Quality Standards.............................................................. 3-19
3-4
Project Construction Emissions............................................................................................................ 3-22
3-5
Project Operational Emissions.............................................................................................................. 3-24
3-6
Project Maximum Localized Daily Emissions (Lbs/Day).......................................................... 3-25
3-7
Project Energy Consumption Estimates During Construction ................................................ 3-42
3-8
Energy Consumption Estimates During Operation of the Project ......................................... 3-43
3-9
Project Greenhouse Gas Emissions..................................................................................................... 3-54
3-10
Composite Noise Levels at Nearest Receptor................................................................................. 3-82
3-11
Trip Generation - Existing Hotel.......................................................................................................... 3-97
3-12
Trip Generation - Hotel Branded Residences................................................................................ 3-98
3-13
Trip Generation - Existing Hotel and Hotel Branded Residences ......................................... 3-98
3-14
Trip Generation - Trip Generation Comparison........................................................................... 3-98
3-15
Existing Condition Peak Wastewater Flows..................................................................................3-108 3-16
Existing Sewer with Proposed Condition Flows.........................................................................3-108 3-17
Estimated Solid Waste Generation....................................................................................................3-111 THE RITZ-CARLTON RESIDENCES iii

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Table of Contents

EXHIBITS
Exhibit Follows Page
2-1 Regional Location and Local Vicinity....................................................................................................2-1 2-2 Aerial Photograph..........................................................................................................................................2-1 2-3 Overall Site Plan..............................................................................................................................................2-3 2-4 Site Section........................................................................................................................................................2-3 2-5a
South Perspective...........................................................................................................................................2-3 2-5b
Porte Cohere Perspective...........................................................................................................................2-3 2-5c
Porte Cohere Perspective...........................................................................................................................2-3 2-6
Landscape Plan................................................................................................................................................2-4 2-7
Landscape Planting Plan.............................................................................................................................2-4 2-8
Landscape Paving Plan................................................................................................................................2-4 2-9
Pedestrian Circulation Plan.......................................................................................................................2-4 2-10 Open Space Plan..............................................................................................................................................2-4 2-11 Conceptual Grading Plan.............................................................................................................................2-5

3.1-1a Site Photographs.............................................................................................................................................3-3

3.1-1b Site Photographs.............................................................................................................................................3-3

3.1-1c Site Photographs.............................................................................................................................................3-3

3.1-2a Visual Simulations Key Map...................................................................................................................... 3-5

3.1-2b Visual Simulations..........................................................................................................................................3-5

3.1-2c Visual Simulations..........................................................................................................................................3-5

3.1-2d Visual Simulations..........................................................................................................................................3-5

3.1-3a Shade and Shadow Analysis
......................................................................................................................3-7

3.1-3b Shade and Shadow Analysis
......................................................................................................................3-7

3.1-3c Shade and Shadow Analysis
......................................................................................................................3-7

3.1-3d Shade and Shadow Analysis
......................................................................................................................3-7

APPENDICES
Appendix
Appendix A - Air Quality and Greenhouse Gas Emission Technical Report Appendix B - Biological Resources Technical Memorandum
Appendix C - Historic Resource Assessment Report
Appendix D - Energy Report
Appendix E - Preliminary Geotechnical Exploration and Plan Review Appendix F - Phase I Environmental Site Assessment
Appendix G
- Preliminary Water Quality Management Plan
Appendix H
- Hydrology Report
Appendix I -
Noise Report
Appendix J -
Trip Generation Memorandum
Appendix K
- Sewer Analysis Report
Appendix L
- Water Demand Study
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Table of Contents

ACRONYM LIST
AAM
Annual Arithmetic Mean
AB
Assembly Bill
ACM
asbestos -containing materials
ACP
asbestos cement pipe
ADT
average daily trip
AELUP
Airport Environs Land Use Plan
afy
acre-feet per year
ALUC
Airport Land Use Commission
AQMD
Air Quality Management District
AQMP
Air Quality Management Plan
ASTM
American Society for Testing and Materials
BERD
Built Environment Resources Directory
BMP
Best Management Practice
CAAQS
California Ambient Air Quality Standards
CaIEEMod
California Emissions Estimator Model
CaIEPA
California Environmental Protection Agency
Cal Fire
California Department of Forestry and Fire Prevention
Caltrans
California Department of Transportation
CARB
California Air Resources Board
CBC
California Building Code
CCR
California Code of Regulations
CDFW
California Department of Fish and Wildlife
CDMG
California Division of Mines and Geology
CEQA
California Environmental Quality Act
CGS
California Geological Survey
CH4
Methane
CHR
California Historic Resources
CHRIS
California Historic Resources Inventory System
City
City of Newport Beach
CNEL
Community Noise Equivalent Level
CO
carbon monoxide
CO2
carbon dioxide
CPUC
California Public Utilities Commission
CRHR
California Register of Historic Resources
CV
Visitor Serving Commercial
CWA
Clean Water Act
CY
cubic yard
dBA
A -weighted decibels
DOSH
Division of Occupational Safety and Health
DTSC
Department of Toxic Substances Control
EAP
Energy Action Plan
EDR
Environmental Data Resources
EIR
Environmental Impact Report
ERNS
Emergency Response Notification System
ESA
Environmental Science Associates
FID
Facility Inventory Database
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Table of Contents
FTA
Federal Transit Administration
GHG
greenhouse gas
GP
General Plan
GWP
Global Warming Potential
HCP
Habitat Conservation Plan
HVAC
heating, ventilation, and air conditioning
I
Interstate
IRWD
Irvine Ranch Water District
kWh
kilowatt hour
LBUSD
Laguna Beach Unified School District
LCFS
Low Carbon Fuel Standard
Lmax
maximum instantaneous noise level
LOS
level of service
LRA
Local Responsibility Area
LUST
leaking underground storage tank
MBTA
Migratory Bird Treaty Act
MCWD
Mesa Consolidated Water District
mg/m3
milligrams per cubic meter
mgd
million gallons per day
MM
mitigation measure
MMs
mitigation measures
MRZ-1
Mineral Resource Zone-1 (an area with little or no likelihood for presence of significant mineral resources)
MTCO2e/yr
metric tons of carbon dioxide equivalent per year
MWDOC
Municipal Water District of Orange County
MWS
Modular Wetland Systems
N20
nitrous oxide
NAAQS
National Ambient Air Quality Standards
NBFD
Newport Beach Fire Department
NBMC
Newport Beach Municipal Code
NBPD
Newport Beach Police Department
NBPL
Newport Beach Public Library
NCCP
Natural Community Conservation Plan
NMUSD
Newport Mesa Unified School District
NO
nitric oxide
NO2
nitrogen dioxide
NOD
Notice of Determination
NOx
nitrogen oxide
NPDES
National Pollutant Discharge Elimination System
Os
ozone
OCSD
Orange County Sanitation District
OCWD
Orange County Water District
OHP
Office of Historic Preservation
OITC
Outdoor -Indoor Transmission Class
PFC
perfluorocarbons
PCH
Pacific Coast Highway
PM10
respirable particulate matter with a diameter of 10 microns or less PM2.5
fine particulate matter with a diameter of 2.5 microns or less THE RITZ-CARLTON RESIDENCES vi

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Table of Contents
ppm
parts per million
PRC
Public Resources Code
PST
Pacific Standard Time

RCRA-SQG
Resource Conservation and Recovery Act - Small Quantity Generators REC
recognized environmental condition
ROG
reactive organic gases
ROW
right-of-way
RR
regulatory requirement

RTP/SCS
Regional Transportation Plan/Sustainable Communities Strategy RWQCB
Regional Water Quality Control Board
SAUSD
Santa Ana Unified School District
SB
Senate Bill
SCAG
Southern California Association of Governments
SCAQMD
South Coast Air Quality Management District
SCCIS
South Central Coastal Information Center
SCE
Southern California Edison
SCGC
Southern California Gas Company
S176
sulfur hexafluoride
SIP
State Implementation Plan
S02
sulfur dioxide
SoCAB
South Coast Air Basin
SR
State Route
SRA
Source Receptor Area
STC
Sound Transmission Class
SWEEPS
Statewide Environmental Evaluation and Planning System
SWPPP
Storm Water Pollution Prevention Plan
SWRCB
State Water Resources Control Board
TACs
toxic air contaminants
µg/m3
micrograms per cubic meter
UNFCCC
United Nations Framework Convention on Climate Change
USEPA
U.S. Environmental Protection Agency
USFWS
U.S. Fish and Wildlife Service
USGS
U.S. Geological Survey
UST
underground storage tank
VdB
velocity in decibels
VHFHSZ
Very High Fire Hazard Severity Zone
VMT
vehicle miles traveled
VOCS
volatile organic compounds
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THE RITZ-CARLTON RESIDENCES viii

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

1.0 INTRODUCTION

1.1 PURPOSE AND BASIS FOR THE ADDENDUM
On July 25, 2006, the City Council of the City of Newport Beach (City) adopted the Final Environmental Impact Report (EIR) for the City of Newport Beach General Plan Update EIR, which consisted of three volumes: Volume I —City of Newport Beach General Plan 2006 Update Draft EIR; Volume IA —Draft EIR Changes, Responses to Comments, and Final EIR Report Preparers; and Volume II —Technical Appendices to the Draft EIR. The Draft EIR was distributed for a 45-day public review from April 21 to June 5, 2006. The City Council found that the Final EIR was complete and was prepared in compliance with the California Environmental Quality Act (CEQA) (Public Resources Code [PRC], Section 21000 et seq.) and concluded that the General Plan Update would not result in a significant environmental impact to the surrounding area. The General Plan Update was approved by the City Council on July 25, 2006 and upheld by a vote of the electorate on November 7, 2006. The Notice of Determination (NOD) for the EIR was filed on July 26, 2006, at the Orange County Clerk. The EIR is herein referred to as the "2006 EIR". The General Plan Update analyzed in the 2006 EIR is herein referred to as the "2006 General Plan Update".

CEQA allows for the preparation of an Addendum to a certified EIR (Section 15164 of the CEQA Guidelines, Addendum to an EIR or Negative Declaration) to document minor changes in the project characteristics or environmental conditions under which the project will be developed.

This Addendum to the Certified 2006 EIR for the proposed Project has been prepared in accordance with the provisions of CEQA (PRC, Sections 21000 et seq.); the State CEQA Guidelines (Title 14, California Code of Regulations, Sections 15000 et seq.); and the rules, regulations, and procedures for implementing CEQA as adopted by the City of Newport Beach. Section 15164(b) of the State CEQA Guidelines states that "an addendum to an adopted negative declaration may be prepared if only minor technical changes or additions are necessary or none of the conditions described in Section 15162 calling for the preparation of a subsequent EIR or negative declaration have occurred". Pursuant to Section 15162 of the CEQA Guidelines, no subsequent EIR may be required for a project unless the lead agency determines, on the basis of substantial evidence in the light of the whole record, that one or more of the following conditions are met:

A. When an EIR has been certified or a negative declaration adopted for a project, no subsequent EIR shall be prepared for that project unless the lead agency determines, on the basis of substantial evidence in the light of the whole record, one or more of the following:
(1) Substantial changes are proposed in the project which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; (2) Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR or Negative Declaration due to the involvement of new THE RITZ-CARLTON RESIDENCES 1-1

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Introduction
significant environmental effects or a substantial increase in the severity of previously identified significant effects; or
(3) New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete or the Negative Declaration was adopted, shows any of the following:
(a) The project will have one or more significant effects not discussed in the previous EIR or negative declaration;
(b) Significant effects previously examined will be substantially more severe than shown in the previous EIR;
(c) Mitigation measures or alternatives previously found not to be feasible would in fact be feasible, and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or
(d) Mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative.

In accordance with Sections 15162 and 15164 of the State CEQA Guidelines, based on the analysis and substantial evidence presented in this Addendum, the City has determined there are no new significant environmental impacts resulting from the proposed Project. The City has determined that there are no substantial increases in the severity of any previously identified significant environmental impacts and no new mitigation measures are required for the implementation of the proposed Project; there are no changes in circumstances under which the proposed Project would be undertaken that would result in new or more severe significant environmental impacts; and there is no new information of substantial importance that would result in one or more new or substantially more severe significant impacts. Therefore, an Addendum is the appropriate environmental documentation for the proposed Project and requested approvals.

Pursuant to Section 15050 of the State CEQA Guidelines, the City of Newport Beach is the lead agency for this Addendum and has the authority for Project approval and approval of the accompanying environmental documentation (i.e., this Addendum).

1.2 BACKGROUND

1.2.1 CITY OF NEWPORT BEACH GENERAL PLAN UPDATE
In 2006, the City of Newport Beach comprehensively updated the City's General Plan from the last updated version in 1988. The General Plan Update provided land use, housing, circulation and infrastructure, public service, resource conservation, and public safety policies for the entire City.

THE RITZ-CARLTON RESIDENCES 1-2

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Introduction
The 2006 General Plan Update not only proposed policies for the future land use and development citywide, but it also focused on the nine primary study areas (10.5 percent of the City's land area) where majority of the proposed land use changes would occur. Accordingly, the 2006 EIR would comprehensively address the impacts of all policies throughout the City and, additionally, focus on those areas in which the most significant land use changes could occur.

The update to the General Plan would result in changes in the Residential (single- and multi- family), Commercial, Office, Industrial, Visitor Serving, Institutional, and Parks land uses but would seek to conserve the existing land use pattern. The General Plan Update would primarily result in re -use of economically underperforming properties and obsolete development; conversion of uses in response to market demand (e.g., office and industrial to residential); and more intense use of land in defined areas. As indicated above, several subareas were the subjects of special study during the update process. These subareas were identified as districts or corridors depending on a number of factors, including physical form, functional role, and relation to land or water.

Districts
Districts were identifiable by their common functional role, mix of uses, density/intensity, physical form and character, and/or environmental setting. The General Plan policies in the identified districts would focus on those that would likely change over the next 20 years, as the existing land uses would be enhanced, underperforming properties would be revitalized, and opportunities would be provided to accommodate the City's fair share of regional housing needs.

These subareas would encompass areas that would extend equally in length and breadth. The following five districts were identified:
• West Newport Mesa
• Newport Center/Fashion Island
• John Wayne Airport Area
• Banning Ranch
• Balboa Peninsular
Corridors
Similar to the districts, corridors were also determined to share common characteristics such as their functional role, land use mix, density/intensity, physical form and character, and/or environmental setting. They differed in their linear configuration, generally with shallow depth parcels located along arterial streets. The 2006 General Plan Update's policies would focus on those in which change was anticipated to occur during the next 20 years. The following four districts were identified:
• West Newport Highway
• Old Newport Boulevard
• Mariners' Mile
• Corona del Mar
THE RITZ-CARLTON RESIDENCES 1-3

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Introduction
The 2006 General Plan Update also included other land use changes; transportation improvements; and goals and policy changes in the Land Use, Circulation, Safety, Natural Resources, and Recreation elements of the General Plan. Additionally, two new elements, Historical Resources and Arts and Cultural, were introduced.

Newport Center/Fashion Island
The proposed Ritz -Carlton Residences Project is within the Newport Center/Fashion Island subarea. The 2006 General Plan Update would allow for expanded retail opportunities at Fashion Island, including an additional anchor department store and ancillary shops, another hotel or additions to existing hotels, and additional housing units. Plan policies would encourage improved pedestrian connections and streetscape amenities connecting the area's diverse districts.

Mitigation Measures of the Adopted Final EIR
The 2006 EIR did not include any mitigation measures, as the potential impacts were either considered less than significant requiring no mitigation measures, or no feasible mitigation measures were available for the potentially significant impacts. As such, those impacts were considered significant and unavoidable. However, applicable General Plan policies were applied in each of the technical topics.

THE RITZ-CARLTON RESIDENCES 1-4

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

2.0 PROJECT DESCRIPTION AND SETTING

2.1 PROJECT LOCATION
The Project site is located at 900 Newport Center Drive, in the 9.53-acre VEA Newport Beach, A Marriott Resort and Spa, immediately southwest of Fashion Island, within the Newport Center - Fashion Island subarea, in Newport Beach, California. The site is a largely mixed -use area of the City, surrounded by MacArthur Boulevard to the east, San Joaquin Road to the north, Jamboree Road to the west, and Pacific Coast Highway (PCH) to the south. The Project site can be accessed from Newport Center Drive and Santa Barbara Drive. Regional access to the site is provided by PCH, SR 73, and Interstate 405 (I-405) via Jamboree Road and MacArthur Boulevard. See Exhibit 2-1, Regional Location and Local Vicinity Map and Exhibit 2-2, Aerial Photograph.

2.2 EXISTING SITE AND AREA CHARACTERISTICS
The VEA Newport Beach, A Marriott Resort and Spa was originally constructed in 1975 and renovated in 1986, which included construction of the Pacific Pointe building and the parking structure. The hotel operates under Use Permit 2095.

The resort hotel campus includes 532 hotel rooms and expansive amenities, including three swimming pools, a day spa, restaurants, conference/ballroom space, meeting rooms, and ancillary support uses. The resort hotel components are within five separate buildings and one parking structure. The site includes approximately 698 parking spaces, including self -parking and valet parking options. The existing buildings range from 30 feet to 151 feet in height and overlook the Newport Beach Country Club golf course.

Land uses in the area include retail, commercial office, residential (condominium), entertainment, and restaurant. Some of major the developments in the area include, but are not limited to, the Fashion Island Regional Commercial retail shopping center, major commercial office developments, residential developments, including the Granville and Meridian condominium communities, the Colony at Fashion Island apartment homes, and the Newport Beach Country Club. The Meridian condominium community is located immediately adjacent to the Project site on the north along Santa Barbara Drive, with the guard -gated Granville Condominiums immediately to the southeast. Mid -rise commercial office buildings are located across Santa Barbara Drive to the north, and Fashion Island is located across Newport Center Drive to the north/northeast. The Newport Beach Country Club golf course abuts the southern property line.

In addition to several residential communities, including Meridian, Villas at Fashion Island, Vivante Senior Housing (currently under construction), and other pending projects, Newport Center is characterized by high- and mid -rise office buildings surrounding Fashion Island, which provide residents and visitors shopping, entertainment, and restaurant amenities. The majority of the high-rise buildings are located in Blocks 400-600, with building heights exceeding 300 feet above ground level. Low- and mid -rise buildings are concentrated in the southeastern portion of Newport Center closest to MacArthur Boulevard and Pacific Coast Highway. Newport Center is considered a major employment center, with research and development and high technology THE RITZ-CARLTON RESIDENCES 2-1

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

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Project Description and Setting
businesses in addition to substantial medical office uses. The Newport Beach Civic Center is located in Newport Center between Avocado Avenue and MacArthur Boulevard.

2.3 PLANNING CONTEXT

2.3.1 LAND USE DESIGNATIONS
The proposed Project site has a General Plan designation of Visitor Serving Commercial (CV); a Coastal Land Use Plan designation of Visitor Serving Commercial (CV-B); and a Zoning designation of Commercial Visitor -Serving (CV). All CV designations allow for overnight accommodations and accessory land uses. The proposed hotel branded residences are an allowable accessory land use within City Council Policy K-4 and Director's Determination No.

DD2021-001. As such, the proposed Project is consistent with the applicable CV land use designations.

Council Policv K-4 and Director's Interpretation
On March 9, 2021, the City Council adopted Resolution No. 2021-18 Reducing the Barriers to the Creation of Housing (Council Policy K-4). Council Policy K-4 directed City staff to develop, modify as necessary, and aggressively implement strategies and action plans designed to accelerate housing production consistent with the policy, including encouraging the development of mixed - use hotels. The goals of Council Policy K-4 include interpreting ambiguities in the City's General Plan, Coastal Land Use Plan, Title 20 (Planning and Zoning) and Title 21 (Local Coastal Program Implementation Plan) of the Newport Beach Municipal Code (NBMC). City Policy K-4 would allow hotels and motels, located outside the Coastal Commission Appeal Jurisdiction, to convert up to 30 percent of their approved hotel rooms to residential units on a one -for -one basis. Such interpretation allows for residential units to be deemed an accessory use to the principal use of a hotel and find that such residential uses are consistent with the hotel and motel's underlying General Plan, Zoning Code, and Local Coastal Plan Program land use and zoning designations.

On April 30, 2021, the Community Development Director issued Director's Determination No.

DD2021-001. The Director's Determination was considered by the City Council on appeal on August 24, 2021. The City Council denied the appeal and upheld the Director's Determination.

Director's Determination No. DD2021-001 implemented City Council Policy K-4 and found that residential uses are allowable as an accessory use within four resort hotels, including the VEA Newport Beach, A Marriott Resort and Spa.

The proposed application for the conversion of hotel units to "hotel branded residences" as an accessory use at the existing VEA Newport Beach, A Marriott Resort and Spa is consistent with the letter and spirit of City Council Policy K-4 and Director's Determination No. DD2021-001.

The City has already identified the VEA Newport Beach, A Marriott Resort and Spa as a qualifying resort hotel offering destination accommodations, including restaurant and recreation facilities.

The conversion of up to 159 hotel units to hotel branded residences represents a 30 percent conversion of the 532 existing units and would result in a decrease in the corresponding number of hotel rooms. The VEA Newport Beach, A Marriott Resort and Spa is located outside the California Coastal Commission Appeal Jurisdiction, identified in California PRC Section 30603(a).

THE RITZ-CARLTON RESIDENCES 2-2

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Project Description and Setting

2.4 PROPOSED PROJECT DESCRIPTION
The proposed Project improvement area consists of 2.775 acres within the 9.53-acre Newport Beach Marriott Report Hotel property. The development footprint of the proposed building and the subterranean parking garage are approximately 25,023 sf and 44,860 sf, respectively.

The Project proposes conversion of up to 30 percent of the existing 532 hotel rooms to hotel branded residences. The existing southernmost building, Harbor Landing, would be demolished to accommodate construction of the new residential building. The demolition of the Harbor Landing building and interior reconfiguration of the Harbor Point building would result in reduction of up to 159 hotel units (i.e., removal of 133 units from Harbor Landing and reduction of 26 units of 153 units from Harbor Point). No additional modifications are proposed to the Harbor Point building.

The proposed new 22-story building would include up to 159 hotel branded residences, but the total units at the VEA Newport Beach, A Marriott Resort and Spa would remain at 532. Of the 532 units, assuming 159 would be hotel branded residences, then 373 would be traditional hotel rooms. Please refer to Exhibit 2-3, Overall Site Plan. The new building is proposed to be up to approximately 279 feet above ground level to the penthouse level, with additional accessory improvements and rooftop appurtenances such as elevator overruns and screened mechanical equipment. The rooftop improvements would project to 295 feet in height, consistent with the existing high-rise height limitation zone, which allows building height of 300 feet. Site Section is depicted on Exhibits 2-4, and perspectives are shown on Exhibits 2-5a through 2-5c.

The new building would include the building lobby area on level 1, which would also provide space for administrative offices, a lounge, resident amenities, restrooms, and back of house facilities. Residential units would start on level 2 with a range of sizes from approximately 877 sf to 2,787 sf. Penthouse units ranging in size from 4,171 sf to 7,259 sf would be on levels 21 and

22. The building rooftop would include accessory improvements and house screened rooftop appurtenances. The residential building would be constructed using stone, metal, wood, steel, and glass glazing accents.

2.4.1 CIRCULATION AND PARKING
Onsite circulation for the hotel drop-off/pick-up and parking would not change. Residents and guests of the hotel branded residences would be directed to a separate entrance on the south side of the property along Newport Center Drive. This driveway currently provides access from the existing parking structure and is gate -arm controlled. The new access would align with the existing intersection, which is across from Cucina Enoteca and Nordstrom at Fashion Island. The new access drive would direct vehicles to the new porte cochere and where valet service would deliver cars into a new subterranean parking structure. A new secondary driveway would be constructed along the southern boundary of the Project site providing service and fire access from Newport Center Drive along the western boundary of the property to the Event Lawn.

Hotel Branded Residences Parking Structure
For the hotel branded residences, a new 5-level, 408-space subterranean parking structure would be constructed adjacent to the new building under the porte cochere and entry drive area.

THE RITZ-CARLTON RESIDENCES 2-3

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Norstrom
Overall Site Plan
The Ritz -Carlton Residences Project
� I
J
i
a �
Existing Marriott
Not a Part
Source: MVE + Partners, 2022
Exhibit 2-3
(03/09/2022 JVR) R:\Projects\NEW\3NEW003300 - Ritz -Carlton Residences\Graphics\Addendum\ex_SitePlan.pdf

HIGH ROOF
2953 -0"

TILIN OVERHEAD UTILITY

ROOF A-,
279' - 0"

PH UNIT CORE PH UNIT
LEVEL 22
263' - 0" 1

PH UNIT CORE PH UNIT
LEVEL 248' - 0_" 71

UNIT CORE UNIT -
LEVEL 2001
236' - 00"

UNIT CORE UNIT -
LEVEL19 L
224' - 0"

UNIT CORE UNIT -
LEVEL18 L
212'-0"
UNIT CORE UNIT LEVEL 17
— — 200' -
UNIT CORE UNIT LEVEL 16
188' -

UNIT CORE UNIT
LEVEL 15
- - - 176' -

UNIT CORE UNIT
LEVEL 14
1 �, _
a

UNIT CORE UNIT -
LEVEL 13 L
o- 152-00^

UNIT CORE UNIT
LEVEL 12
- - - 140' -

UNIT CORE UNIT
LEVEL 11
- - - 128' -

UNIT CORE UNIT
LEVEL 10

UNIT CORE UNIT
— _ _ _ _ LEVEL 9
104' - 0"
UNIT CORE UNIT LEVEL 8
92' - 0" 1

UNIT CORE UNIT -
LEVEL 7
80'- 0" �1

UNIT CORE UNIT -
LEVEL 6 /1
68'-0" \-1

UNIT CORE UNIT -
LEVEL 5
- 56' _ 0" V

UNIT CORE UNIT -
LE4'- 4 L

UNIT CORE UNIT -
LEVEL 3 L
32'-00"

UNIT CORE UNIT -
w _ LEVEL 2 n
20' - 00"
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=1I I1=1I 1=1-1I1=1I 1=1I1=1I �-111--=1I �I 1=1I1=1I1-1 �I 1=1I1=1I �I I��I1=1I �I H I1=1I 1=1I1=1I1=1 1=1 18' 0 111II1111111111111I11111I1 LI111I11111I111111111�111111111111111111I11111I11111111111111 111111 RESIDENTIAL/GUEST PARKING AMENIN CORE AMENIN111111111111111111111111111 0 11-11IJ -1-111-11I 21 I-11I-11I-1 I-11 �I I� -11 �I I� -11I-1 I�-11-111-11 1=1111=11 �I-11I-11 �I -11I-1-11I-11 �I I� -11 �I I ll-1 l- ll-ll --1I1-1I - _ LEVEL B2 n 11=111-1 I I-III=111-111=111=111-1 III H 11=9 11=III =11I-11111=11-1 I1-111=11 I-1I1I I-1I1I I I-11I-111-11 I �I I I-III=11 �I I H I I=11 �I11=III=11 I-11I-III=1 I I-1 b � � -28' - 0" 111111111-I11I1-I111111m11m111111111m111m111111=MLm111 1 111 II 11 111 1 11 11 1 11I1 1 11I1 1 TT=GII1111111111 RESIDENTIAL/GUEST PARKING STORAGE CORE STORAGE I 1 1111 1 1 Ij 111 11 11111111 11 1 II o 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111��1111111111111 11111111IIIIIIIIIIIT111111IIIIILII _ LEVEL B3 n 1111111111I111 Ilrlllllllllll111111111111111111111111111111 38 �0 11RESIDENTIAL STORAGE1UCORE o LEVEL 134 I
48 -III=III III=III=III III=III=11�111=III=11�111�11=11�111�11=III=111�11=III=III=11�111�11=11�111�11=II�III=III=1 RESIDENTIAL/GUEST PARKING STORAGE CORE STORAGE Lill �111�11=II�III�II=III 1=III=III=III- 11�111�111�111�111�111�111�111�111111�1111��I�III��II�II�IIIn-�11�11�111�11�111��11�1�111��11�1�1111�1111111111111 II-I1III��II�IICII1 �I-11�111=11I11�111�11111�� -� - LEVE_LB5
Ill=1I1=1I I=Ill=L=ll1=ll1=L=ll1=1L=1I =1ll =1 =1ll= I1= =1ll= I = =1ll= � _ � 1=1I =III=1I1=I I L=I IH I�r_r�rr_rr>Trr_7r-_r�_rr>T_r�_rr>Trr_rrr>T_rrr>Trr_rn-_r>1rr_>n�rr_i>r>T_>n_r�_>n_>n-111 ELEV. PIT I I 11r>Trr_rrrr>T_iir>T=rrr_i>r>T_-iTr=1>r>T=rr�r>T=11r=r>T-1=�-1I III-III-III-III-III-III-III-11 �I I I-III-11 �I I I� I I-11 �I I I� I I-III-111� I I-11I-III-11 �I I I� I I-11 �I I I� I I-11 �I I I-III-III-III-III-III-III-III-111� I I-III-III-III-III-III-11 �I I I-III-11 �I I I� I I-11 �I I I� I I-III-III-1I I-III-III-11 rl l l� I I-11 �I I I-III-11 �I I I-III-1 - _ - - -11� I I-III-111� I I-11I-III-11 �I I I-III-11 �I I I� I I-11 �I I I-III-III-III-1I I-III-III-111- L=1�=1 1=L=ll=ll1=L=ll =lll=Lr ll =1 ll 11= ll 1= ll J1=1ll 1=11 1=11 ll =L=1 1=1 1=1 1=Ill=L=1�= ll 1=�= ll 11=1 1=1=Lr�= ll=1 jll =1 ll 11= ll �_�= L �=Ill= L=1 Ill=1=J=ll=J1=ll =1 1-1 1= =�=1 -1 1i IT ll 11=-ITll= J)=11 !ll 1=11 ll 1=1 ll=1�=Ill=L=lll=ll =1 i_m m_m
Source: MVE + Partners, 2022
Site Section Exhibit 2-4
The Ritz -Carlton Residences Project
(03/09/2022 MMD) R:\Projects\NEW\3NEW003300 - RitrCadton Residences\Graphics\Addendum\ex_Site_Section.pdf

o
South Perspective
The Ritz -Carlton Residences Project
Source: MVE + Partners
Exhibit 2-5a
(03/09/2022 MMD) R:\Projects\NEW\3NEW003300 - Ritz -Carlton Residences\GraphicsWddendum\ex_Perspective _South.pdf

Porte Cohere Perspective
The Ritz -Carlton Residences Project
Source: MVE + Partners, 2022
Exhibit 2-5b
(03/09/2022 MMD) R:\Projects\NEW\3NEW003300 - Ritz -Carlton Residences\GraphicsWddendum\ex_Perspective _PortCohere.pdf

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PSOMAS

Project Description and Setting
Of the 408 spaces, 300 would be tandem and 108 would be standard spaces. Each subterranean level (1 through 5) would be constructed with spaces for valet parked vehicles. The new residential tower and the parking structure would be accessed via Newport Center Drive where residents and guests would be directed to valet services located at the porte cochere (Exhibits 2-5b and 2-5c). All parking would be valet -served.

In addition to parking, level 1 would provide facilities such as a mailroom, employee breakroom, trash enclosure, storage, security office, and kitchen. The loading dock would also be located on subterranean level 1 and accessed by the service driveway from the proposed fire access driveway on the southern boundary of the property. Subterranean level 2 would house amenities for the building as well as electrical, engineering, utility, and maintenance facilities.

Subterranean levels 3, 4 and 5 would have storage facilities and parking.

Landscaping and Amenities
The proposed Project site would include extensive landscape and hardscape areas with pedestrian circulation. The proposed conceptual landscape plan would include a hierarchy of plant materials including trees, vines, shrubs, and turf throughout the Project site and in open space areas. Along Newport Center Drive, at the frontage of the Project site, several existing palm trees in the right-of-way (ROW) may be temporarily removed during construction. Evergreen specimen trees (Pinus species or similar) would be located towards the outer portions of the Project site, near the boundary, while canopy shade trees would be located around the motorcourt and event lawn. Smaller accent trees (such as Olea europea or similar) would be located around the pool area.

A layered landscape concept along the Project site boundaries of the Project site would provide a buffer between the Project site and the existing adjacent residential development to the west and, the hotel uses to the north, and the public ROW to the west. Landscape screening is also proposed for the proposed parking structure, which includes developing mature vines to cover the stucco -finished areas. Marriott maintenance and groundskeeping staff would service both the hotel and the hotel branded residences. Proposed landscape plan, landscape planting plan, landscape paving plan, and pedestrian circulation are depicted on Exhibits 2-6 through 2-9.

Additionally, a new 8,000-square-foot event lawn would be located along the southern boundary of the property near the new residential building and hotel pool area. The new event lawn would be used for outdoor events with the added function as a terminus for the fire access road. Please refer to Exhibit 2-10, Open Space Plan.

The project also includes construction of a new swimming pool and a resident serving amenities including a fitness facility and meeting rooms.

Hotel Parking Structure
As part of this Project, the existing hotel parking structure would be demolished, and a new hotel parking structure rebuilt in the same location but realigned slightly toward Newport Center Drive to provide improved onsite vehicular circulation. The hotel parking structure would be 6 levels (4 levels subterranean and 2 levels above ground) and include 400 parking spaces. The THE RITZ-CARLTON RESIDENCES 2-4

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Landscape Plan
The Ritz -Carlton Residences Project
Source: MVE + Partners, Burton Studio, 2022
Exhibit 2-6
(03/09/2022 MMD) R:\Projects\NEW\3NEW003300 - Ritz -Carlton Residences\Graphics\Addendum\ex_LandscapePlan.pdf

Plant Legend
Service Drive Trees
O� a wilgryr \aow(4x�
Symbol Description
\I ' Fa nw Garden '"4i ;' •r-- ' _ . - _
m � � Evergreen Specimen Tree
\ ��////r °' mac+ kx♦,, • - - of Are
Pinus species or similar
- o
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\ Cinnamomum camphora or similar
\ Event Lawn
(not a part) O Accent Tree -
\ + ,
Motorcourt
Olea europea or similar
n
� ��•� •: � - tr " ;-- ` Shrubs and Turf
Existi Palm Trees \ � , ,• _"x=�� c
with R.O.W. to remain - - n
\ _ -� _ -� utlxa ♦;-i � ,�- o Symbol Description
I
s L
'A
Refer tolanSheett L105
Turf -
m°`
\j Faux turf
Existi ote r erty Pool ]
/ Ir
o y„
�%l
\ Lp O
\ Q O
\ \ Parking Garage
\ \ O
\ O
\ \
Source: MVE + Partners, Burton Studio, 2022
Landscape Planting Plan Exhibit 2-7
The Ritz -Carlton Residences Project
(03/09/2022 MMD) R:\Projects\NEW\3NEW003300 - Ritz -Carlton Residences\Graphics\Addendum\ex_Landscape_Planting.pdf

Landscape Paving Plan
The Ritz -Carlton Residences Project
Paving Legend
Symbol
Description
❑A
Vehicular Entry Paving -
Stone paving or Interlocking concrete pavers
©
Pedestrian Walk Paving -
Integral color concrete or Interlocking concrete pavers ©
Arrival / Terrace Paving -
Stone paving or Integral color concrete
❑D
Pool Deck Paving -
Hardwood deck paving and Concrete paving or
Stone paving
�E
Event Lawn / Garden Space -
Faux Turf
❑F
Vehicular Service Drive / Fire Access -
Concrete Paving or Ashphalt
Source: MVE + Partners, Burton Studio, 2022
Exhibit 2-8
(03/0912022 VIVID) R:\Projects\NEMNEW003300 - Ritz -Carlton Residences\GraphicsWddendum\ex_Landscape_Paving.pdf

0 Pedestrian Circulation Plan
The Ritz -Carlton Residences Project
Circulation Legend
Symbol Description
99999 Pedestrian. Accessible Path of Travel
Building / Amenity Accessible Entrance
Source: MVE + Partners, Burton Studio, 2022
Exhibit 2-9
(03/09/2022 MMD) R:\Projects\NEW\3NEW003300 - Ritz -Carlton Residences\GraphicsWddendum\ex_Pedestrian _Circulation.pdf

1 OPEN SPACE: /� I
PROVIDED —1E
COMMON OPEN SPACE: 9.496 SF
GROUND LEVEL OUTDOOR AMENITIES - 7,278 SF LEVEL 16 OUTDOOR AMENITY - 2,218 SF COMMON INDOOR SPACE: 32,424 SF
GROUND LEVEL INDOOR AMENITY - 8,871 SF
LEVEL 16 INDOOR AMENITY - 4,494 SF J
LEVEL 17 INDOOR AMENTY - 2,045 SF
LEVEL B2 INDOOR AMENITY - 17,014 SF
PRIVATE OPEN SPACE: 143,038 SF
UNIT INSTANCES- 159UNITS PL
PRIVATE OPEN SPACE PER UNIT - _ _ _ _ _ _ _ _899 SF/UNIT TOTAL PROVIDED: 184,958 SF

COMMON OUTDOOR OPEN SPACE

NON -LANDSCAPE AREA
22,272 S.F.

LANDSCAPE AREA
43,262 S.F. —

TOTAL AREA
65,534 S.F. P
POOLAREA •
853 S.F.FEE
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- W - - - - -NEWP RT CENTER DRIVE
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Open Space Plan
The Ritz -Carlton Residences Project
0 30 60 120
m Feet
Source: Fuscoe Engineering, 20:

Exhibit 2-10
(03/09/2022 MMD) R:\Projects\NEWl3NEW003300 - Ritz -Carlton OpenSpace

Project Description and Setting
rebuilt parking structure would also include enhanced circulation efficiency and be managed by valet operations

2.4.2 FUTURE OPERATIONS
Operations for the hotel would continue to be managed by Marriott trained staff while the hotel branded residences would be managed by trained Ritz -Carlton staff. Both the hotel and branded residences would remain under the Marriott umbrella under common leadership from the existing General Manager. Marriott maintenance and groundskeeping staff would service both the hotel and the hotel branded residences. A temporary sales office for the hotel branded residences could be located on the property.

In addition to existing hotel amenities such as a lounge, a fitness center, a full -service spa, pools, event lawns, a conference center, ballrooms, and restaurants that would remain available for hotel guest and residents use, the Project proposes new pool facilities, fitness facilities, meeting rooms, and other food service amenities for exclusive use of the residents. Recreation opportunities provided by the hotel include a resort style pool and spa, meeting and conference rooms, new restaurant and bar, bike rentals, paddle and surfboard rentals and an event lawn area where hotel guests and residents and guests of the hotel branded residences may attend events.

2.4.3 PROJECT CONSTRUCTION
Project construction is anticipated to be completed in 42 months from the start of demolition.

This timeline includes approximately 6 months of demolition and site preparation and approximately 36 months for construction of the new subterranean parking structure and residential building. The Project would require demolition of approximately 263,194 sf and the export of 205,700 cubic yards (cy) of soil. Please refer to Exhibit 2-11, Conceptual Grading Plan.

Construction equipment would be staged onsite in the development area to avoid disturbing hotel operations and guests. Offsite parking would be provided daily for workers with a shuttle to the hotel, if necessary. During construction, hotel operations would be slightly impacted, as guests would be redirected to a nearby offsite parking area. However, the hotel and all amenities would remain in operation with possible minimal closure of select outdoor amenities during the grading and site preparation phase of construction.

THE RITZ-CARLTON RESIDENCES 2-5

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

0 \ / POCKET
Conceptual Grading Plan
The Ritz -Carlton Residences Project
0 30 60 120
m Feet
Source: Fuscoe Engineering, 2022
Exhibit 2-1 1
(03/09/2022 MMD) R:\Projects\NEW\3NEW003300 - Ritz -Carlton Residences\Graphics\Addendum\ex_ConceptualGrading.pdf

Project Description and Setting
This page intentionally left blank
THE RITZ-CARLTON RESIDENCES 2-6

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

3.0 ENVIRONMENTAL CHECKLIST
This Addendum evaluates whether any of the conditions requiring preparation of a Subsequent Environmental Impact Report (EIR), pursuant to Section 15162 of the CEQA Guidelines, are met, and whether there are new significant impacts resulting from the proposed Project, as compared to the impacts previously approved and analyzed in the 2006 EIR. As previously identified in Section 1.0, Introduction, of this Addendum, the 2006 EIR was adopted by the Newport Beach City Council on July 25, 2006 and approved on November 7, 2006. The analysis contained within this Addendum thus relies upon and incorporates by reference the said Program EIR (i.e., "2006 EIR"). This Addendum uses the Environmental Checklist Form, pursuant to 15063(d)(3) of the CEQA Guidelines, that compares the anticipated environmental effects of the proposed Project with those addressed in the 2006 EIR.

For each topical issue, summaries of the environmental analysis conclusions from the 2006 EIR are provided. The 2006 EIR did not include any mitigation measures, as the potential impacts were either considered less than significant requiring no mitigation measures, or no feasible mitigation measures were available for the potentially significant impacts. As such, those impacts were considered significant and unavoidable. However, applicable General Plan policies were applied in each of the technical topics. Relevant policies are also applied in the respective sections of this Addendum document.

Following the summary of the 2006 EIR, the analysis for the proposed Project is presented. This document is an Addendum to the adopted 2006 EIR and demonstrates that there are no changes to the previous information or analysis or changes in circumstances that would substantially increase significant environmental impacts or create any new significant impacts. This Addendum demonstrates that no new information of substantial importance has been identified that shows the proposed Project would have one or more significant effects not discussed in the 2006 EIR. Additionally, this Addendum demonstrates that no new mitigation measures are required beyond the General Plan policies identified in the 2006 EIR.

3.1 AESTHETICS

3.1.1 2006 EIR
The 2006 EIR stated that there are no officially designated scenic vistas in the City, but many natural features, such as the ocean and bay, provide open coastal views. Particular roadways are identified as providing public coastal views of significant vistas within the City's Local Coastal Program. State Route 1 (SR 1) is identified as "eligible" for State Scenic Highway designation, but the City would need to adopt a scenic corridor protection program and apply for scenic approval from the California Department of Transportation (Caltrans) to officially designate the highway.

Because there are no designated State Scenic Highways in the City, the 2006 EIR found that implementation of the General Plan would have no impact. The 2006 EIR stated that the General Plan Update would provide development opportunities, which would complement and enhance the City's existing visual character. Therefore the 2006 EIR determined that the General Plan Update would have a less -than -significant impact on the visual character of developed urban areas. Regarding new sources of daytime glare, the 2006 EIR stated that glare could be produced THE RITZ-CARLTON RESIDENCES 3-1

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Environmental Checklist
by the increased amount of surface area of proposed commercial and residential structures, which could reflect or concentrate sunlight and result in a potentially significant impact.

However, Policy LU 5.5.2 would require that new and renovated buildings be designed to avoid the use of styles, colors, and materials that unusually impact the design character and quality of their location such as the use of reflective surfaces that increase heat gain of adjoining buildings and ambient glare. Implementation of design features required by Policy 5.5.2, including the use of non -reflective textured surfaces on building exteriors, as well as avoidance of the use of reflective glass, would reduce impacts resulting from daytime glare from new development to a less -than -significant level. Regarding nighttime light, as implementation of the General Plan Update would primarily result in infill of vacant or underutilized parcels, as well as intensification and reuse of existing sites, the majority of new development would be located in areas that commonly experience at least minimal impacts from existing light sources. The 2006 EIR focused on the impacts to Banning Ranch and determined that development in Banning Ranch would result in significant and unavoidable impacts, but that nighttime light in other areas of the City, when following General Plan Update policies, would result in less than significant impacts.

Mitigation Measures
No mitigation measures were required.

3.1.2 PROPOSED PROJECT IMPACT ANALYSIS
New More New Ability
No
Environmental Issues Significant Severe to
Substantial
Impact Impacts Substantially
Change
Reduce
From
Significant
Previous
Impact
Analysis
AESTHETICS - Would the project:
a)
Have a substantial adverse effect on a scenic vista?
❑
❑
❑
Z
b)
Substantially damage scenic resources, including, but not ❑
❑
❑
Q
limited to, trees, rock outcroppings, and historic buildings within a state scenic highway?
c)
In non -urbanized areas, substantially degrade the existing ❑
❑
❑
Q
visual character or quality of public views of the site and its surroundings? (Public views are those that are experienced from publicly accessible vantage point). If the project is in an urbanized area, would the project conflict with applicable zoning and other regulations governing scenic quality?
d)
Create a new source of substantial light or glare which would ❑
❑
❑
Q
adversely affect day or nighttime views in the area?
Existing Views and Visual Character
The Project site is currently developed with an existing tri-level hotel built in 1975, a swimming pool, outdoor landscaped areas, and a subterranean parking structure, and surface parking.

Additionally, the Project site contains site improvements, including but not limited to, two THE RITZ-CARLTON RESIDENCES 3-2

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Environmental Checklist
vehicle access points off Newport Center Drive. Landscaping and perimeter block walls are located on the western and southern boundaries of the Project site.

The existing visual character of the Project site is depicted in the site photographs provided on Exhibits 3.1-1a through 3.1-1c and are described below. • View 1 on Exhibit 3.1-1a, Site Photographs: Looking north toward the existing building to be demolished and replaced with the proposed hotel branded residences. This view shows a turf and seating area in the foreground and a domed pergola in the middle ground in the left of the photograph.
• View 2 on Exhibit 3.1-1a, Site Photographs: Looking east toward the existing building to be demolished and replaced with the proposed residences. This view shows landscaping and turf in the foreground and middle ground and the courtyard of the existing building fenced off. The pool behind the fence is not visible.
• View 3 on Exhibit 3.1-1b, Site Photographs: Looking west toward the adjacent golf course. This view shows the rooftops of the existing residential development in the middle ground and the golf course in the background. This view also shows the railing, in front of the hedge, that separates the VEA Newport Beach, A Marriott Resort and Spa from the adjacent property.
• View 4 on Exhibit 3.1-1b, Site Photographs: Looking south/southwest toward the golf course. This view shows the existing building to be demolished in the foreground in the lower left of the photograph, and the rooftops of the existing residential development behind the building.
• View 5 on Exhibit 3.1-1c, Site Photographs: Looking west toward the entrance to the VEA Newport Beach, A Marriott Resort and Spa. This view shows the entrance under construction/renovation and the existing hotel tower behind the entrance. • View 6 on Exhibit 3.1-1c, Site Photographs: Looking north toward the existing hotel tower that is currently under renovation. This view shows the existing building to be demolished in the foreground and the hotel tower behind it.

Would the Project. -
a) Have a substantial adverse effect on a scenic vista? No Substantial Change from Previous Analysis. The 2006 EIR states that there are no officially designated scenic vistas in the City, but many natural features, such as the ocean and bay, provide open coastal views. Particular roadways, including Newport Center Drive from Newport Center Drive East/West to Farallon Drive/Granville Drive, were identified as providing coastal views as significant vistas. This portion of Newport Center Drive is located 0.11-mile east of the Project site. However, the view from this roadway is intended to show views of the ocean to the southwest, and the Project site would not hinder this view, as the proposed residential structure would be northwest of this roadway and would not block coastal views. According to Caltrans List of Eligible and Officially Designated Scenic Highways, there are no Officially Designated State scenic highways in the City of Newport Beach. Portions of SR-1 are identified as "Eligible" for State Scenic Highway designation, including the segment of SR-1 located approximately 0.36- mile south of the Project site (Caltrans 2022). Due to intervening development and topography, THE RITZ-CARLTON RESIDENCES 3-3

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

View 2
Site Photographs
Exhibit 3.1 -]a
The Ritz -Carlton Residences Project
(04/26/2022 MMD) R:\Projects\NEW\3NEW003300 - Ritz -Carlton Residences\Graphics\Addendum\ex_SP.pdf

0 View 4
Site Photographs
The Ritz -Carlton Residences Project
r �i
Exhibit 3.1-1 b
(04/26/2022 MMD) RAProjects\NEW\3NEW003300 - Ritz -Carlton Residences\Graphics\Addendum\ex_SP.pdf

w
View 6
Site Photographs
Exhibit 3.1-1 c
The Ritz -Carlton Residences Project
(04/26/2022 MMD) RAProjects\NEW\3NEW003300 - Ritz -Carlton Residences\Graphics\Addendum\ex_SP.pdf

Environmental Checklist
no portion of the Project site is visible from SR-1 under existing conditions. Under the proposed condition, given that the proposed building would be 22 stories tall, the upper floors of the proposed structure may be visible from portions of SR-1, in the viewshed looking north toward Newport Center/Fashion Island. However, it should be noted, as detailed below, the height of the residential tower would not exceed the height limit of 300 feet.

Because the Project site and its existing features are not currently visible from SR-1, the demolition and removal of existing features would have no effect on the viewshed of SR-1. When the Project is developed as proposed, the residential condominium structure would be a compatible height to other nearby structures in Newport Center and has no potential to damage scenic resources visible from SR-1. In addition to surrounding residential communities, the Project area is characterized by high- and mid -rise office buildings surrounding Fashion Island.

The majority of the high-rise buildings are located in Blocks 400-600, with building heights exceeding 300 feet above ground level. The new building is proposed to be up to approximately 279 feet above ground level, with limited projections for rooftop appurtenances such as elevator overruns and screened mechanical equipment. The rooftop appurtenances would project to 295 feet in height, consistent with the existing high-rise height limitation zone, which allows building height of 300 feet. Further, because SR-1 is not an Officially Designated State scenic highway corridor, the Project would have no potential impact to scenic resources visible from a State scenic highway. Therefore, the Project would not create a new significant impact pertaining to scenic vistas that was not previously analyzed, and no new mitigation measures are required. h) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? No Substantial Change from Previous Analysis. As detailed above, the 2006 EIR identified that there are no officially designated scenic highways within the City of Newport Beach or in surrounding nearby cities (Caltrans 2022). The nearest Eligible Scenic Highway is SR 1, which is designated as "Eligible for State Scenic Highway" designation and is located approximately

0.36-mile south of the Project site at its nearest point. The Project site is not currently visible from this portion of SR-1, due to intervening topography and structures. Under the proposed condition, given that the building would be 22 stories tall, the upper floors of the building may be visible from portions of SR-1, in the viewshed looking north toward Newport Center/Fashion Island. The rooftop appurtenances would project 295 feet in height, consistent with the existing high-rise height limitation zone, which allows building height of 300 feet. Further, because SR-1 is not an Officially Designated State scenic highway corridor, the Project would have no potential impact to scenic resources visible from a State scenic highway. As such, implementation of the proposed Project would not damage scenic resources within a State scenic highway.

Additionally, there are no rock outcroppings, historic buildings, or any other scenic resources at the Project site. There are ornamental trees located in landscaped areas, but the trees are not considered scenic resources. Therefore, the Project would not create a new significant impact pertaining to scenic resources, including tees, rock outcroppings, and historic buildings within a state scenic highway. No impacts would occur, that was not previously analyzed, and no new mitigation measures are required.

THE RITZ-CARLTON RESIDENCES 3-4

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Environmental Checklist
c) In non -urbanized areas, substantially degrade the existing visual character or quality of public views of the site and its surroundings? (Public views are those that are experienced from publicly accessible vantage point). If the project is in an urbanized area, would the project conflict with applicable zoning and other regulations governing scenic quality?
No Substantial Change from Previous Analysis. The Project site is located within an urbanized area. As such, the potential impacts under this threshold are assessed based on whether the Project would conflict with applicable zoning and other regulations governing scenic quality. The Project uses would be consistent with the CV zoning designation, as detailed in Section 2.3, Planning Context, of this Addendum. Additionally, the 2006 EIR emphasizes that the General Plan Update would concentrate infill development and redevelopment in several specific subareas, including Newport Center/Fashion Island. For example, the General Plan Update states that high - density residential uses are proposed in the Newport Center/Fashion Island area. Specifically, in Newport Center/Fashion Island, Policy LU 6.14.4 would encourage some new development to be located and designed to orient to the inner side of Newport Center Drive, establishing physical and visual continuity that would diminish the dominance of surface parking lots and encourage pedestrian activity. Implementation of the proposed Project would represent a change to the existing visual character of the Project site. The Project would replace an existing building with high -density hotel branded residences and would remove the existing surface parking on -site to develop a parking structure and subterranean parking for the hotel branded residences. During grading and construction, construction equipment and activities would be visible from the immediately surrounding uses. This visual change would be temporary in nature and typical of construction sites in an urban environment; therefore, temporary impacts during construction would be less than significant.

To address visual changes associated with implementation of the proposed Project and to address the relationship between the proposed Project and the land uses surrounding the site, visual simulations were prepared to depict the views of the hotel branded residences tower post Project buildout, as shown on Exhibit 3.1-2a through 3.1-2c and described below:

View 1 on Exhibit 3.1-2a, Visual Simulations: Looking east from Castaway Park toward the Project site. The focal point in this view is Newport Bay. Surrounding land uses include residential uses. In the distance, the proposed residential tower can be seen along with a variety of mid- to high-rise buildings. Given that the height of the proposed tower would not exceed the height limit of 300 feet, and that it is against an existing hill, the proposed building does not stand out as a visual impact. • View 2 on Exhibit 3.1-2a, Visual Simulations: Looking north from the Balboa Peninsula toward the Project site. As shown, the Peninsula is surrounded by beach access and residential land uses. The proposed residential tower and other mid- to high-rise buildings are visible in the background. In this view, although the tower is more prominent, it is not the only high-rise building, and as such the proposed residential building does not create a visual impact.

View 3 on Exhibit 3.1-3b, Visual Simulations: Looking northwest from the intersection of San Miguel Drive and Avocado toward the Project site. This view shows some of the mid- -rise commercial uses surrounding the Project site. Fashion Island retail shopping center can also be seen in this view. In this view the proposed residential tower is highly visible THE RITZ-CARLTON RESIDENCES 3-S

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

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View 1
View 2
Visual Simulations
The Ritz -Carlton Residences Project
Source: MVE + Partners, 2022
Exhibit 3.1-2b
(04/26/2022 MMD) R:\ProjectMEMMEW003300 - Ritz -Carlton Residences\Graphics\Hddendum\e"isSim.pdf

View 3
View 4
Visual Simulations
The Ritz -Carlton Residences Project
Source: MVE + Partners, 2022
Exhibit 3.1-2c
(04/26/2022 MMD) R:\ProjectMEMMEW003300 - Ritz -Carlton Residences\Graphics\Hddendum\e"isSim.pdf

View 5
Visual Simulations
The Ritz -Carlton Residences Project
Source: MVE + Partners, 2022
Exhibit 3.1-2d
(04/26/2022 MMD) R:\ProjectMEMMEW003300 - Ritz -Carlton Residences\Graphics\Hddendum\e"isSim.pdf

Environmental Checklist
in the absence of other high-rise buildings immediately surrounding it. However, given this view is visible by the motorists on these roadways, the view would be transient, as such no permanent visual impact would result.
• View 4 on Exhibit 3.1-2b, Visual Simulations: Looking west from the intersection of San Miguel Drive and Yacht Coquette toward the Project site. Surrounding land uses include single-family residences. The view from this vantage point shows the proposed residential tower along with other mid- and high-rise buildings. The building does not appear as tall as others and does not create a visual impact. • View 5 on Exhibit 3.1-2c, Visual Simulations: Looking southwest from Spy Glass Hill Road toward the Project site. Views of the site from this vantage point are limited due to the distance and mature trees and vegetation. Residential and mid- to high-rise buildings can be seen in the distance, and the residential tower is partially visible from behind an existing mid -rise building. As such, the proposed Project does not create a visual impact.

While the proposed Project would alter the existing visual character of the Project site and views from surrounding vantage points, this change would not be considered a substantial degradation of the Project site or its surroundings, as discussed above. This change includes the introduction of a 22-story tower, which would be visually compatible with the existing uses in the surrounding area, especially given that the height of the structure would not exceed the high- rise height limitation zone. In addition to several residential communities, the Project area is characterized by high- and mid -rise office buildings surrounding Fashion Island. The majority of the high-rise buildings are located in Blocks 400-600, with building heights exceeding 300 feet above ground level. The new building is proposed to be up to approximately 279 feet above ground level, with limited projections for rooftop appurtenances such as elevator overruns and screened mechanical equipment. The rooftop appurtenances would project to 295 feet in height, consistent with the existing high-rise height limitation zone, which allows building height of 300 feet. Additionally, the proposed structure would be aesthetically compatible with existing surrounding uses by complying with applicable regulations governing scenic quality. Therefore, the Project would not create a new significant impact pertaining to visual character or public views of the site that was not previously analyzed, and no new mitigation measures are required.

Shade and Shadow Analysis
The City of Newport Beach does not have standards, regulations, or ordinances governing shading of adjacent properties applicable to this area. Shade and shadow in urban settings is a common phenomenon where differences in building height occur among structures in adjacent or nearby development. Taller buildings have the potential to cast shadow on adjacent land uses; and, depending on the circumstances and duration of this shading, the effect may be regarded as adverse. A shade and shadow analysis was conducted for the proposed Project to determine if shadow -sensitive uses surrounding the proposed building would be impacted by shade or shadow effects. The computer -generated shade and shadow simulations were prepared by inputting building height, setbacks, geographic location, orientation, day of year, and time of day.

Calculation and interpretation of this information provide the location of the sun over the earth, producing an accurate angle of the sun and the resulting shadows. The shade and shadow analysis represents Midsummer Solstice, Midwinter Solstice, Spring Equinox, and Autumn Equinox in the 2022 calendar year. The Midsummer Solstice, Spring Equinox, and Autumn Equinox all fall in Pacific Daylight time and represent the proposed Project's shadows from 9 THE RITZ-CARLTON RESIDENCES 3-6

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Environmental Checklist
a.m. to 5 p.m. The Midwinter Solstice falls in Pacific Standard Time (PST) and represents the proposed Project's shadows from 9 a.m. to 3 p.m. Exhibit 3.1-3a through Exhibit 3.1-3d depict the results of the shade and shadow analysis.

By analyzing the shade and shadow effects at multiple times of day, the Earth's rotation around the sun is illustrated. For example, during early morning hours (sunrise), the sun is positioned low in the sky and casts longer shadows. As the day progresses, shadow lengths become shorter as the sun approaches its highest point in the sky around midday (noon). From this point in the day, the sun's position in the sky becomes progressively lower, and the corresponding shadows become longer until the sun disappears beyond the horizon at sunset. As a rule, the longest shadows are cast during the winter months (morning and afternoon hours); and the shortest shadows are cast during the summer months (noon hour). Based on review of existing uses surrounding the Project site, the only shadow -sensitive uses appear to be the Granville condominium community (on Granville Drive, south of the Project site) and the Meridian condominium complex (at 1001 Santa Barbara Drive, northwest of the Project site).

The proposed Project would cast shadow on the garage portion of one residence at the Grandville community at 9 a.m. during Midsummer Solstice (June 21), and at over some residences at the Meridian condominium complex at 9 a.m. during Midwinter Solstice (December 21), as shown in Exhibit 3.1-3b and 3.1-3d, respectively. By 10 a.m., the shadows would not cover these residences. This less than 1-hour shadow is under the 3-hour requirement set forth in the North Newport Center Planned Community Development Plan (Newport Beach 2015). Due to the short duration of anticipated shadows on off -site properties, the proposed Project would result in less than significant shade and shadow impacts, and no mitigation is required. Therefore, the Project would not create a new significant impact pertaining to visual character or public views of the site and the shade and shadow effect that were not previously analyzed, and no new mitigation measures are required.
d) Create anew source of substantial light orglare which would adversely affect day or nighttime views in the area?
No Substantial Change from Previous Analysis. The Project site is located in an area that is already subject to ambient lighting from existing and surrounding uses. The site is developed with hotel uses, and the larger area is currently developed with retail, commercial office, residential (condominium), entertainment, and restaurant uses. Existing sources of light include streetlights, vehicle headlights, and interior and exterior lighting from existing buildings on site as well surrounding uses. Consistent with existing conditions in the vicinity, the proposed Project would include new exterior light sources that would generate light at levels sufficient for safety and visibility. Additionally, the Project would comply with Municipal Code Chapter 20.30.070 "Outdoor Lighting" which requires light to be shielded and confined within the site boundaries to prevent spillage. Since the Project site and surrounding areas are largely developed, the lighting associated with the proposed Project would not substantially increase light and glare within the site or surroundings. With compliance with General Plan policies and Municipal Code

20.30.070 potential impacts would be less than significant. Additionally, regarding glare, the proposed structure would be constructed with non -reflective materials and textured surface on the exteriors in compliance with General Plan Policy LU 5.6.2. Therefore, the Project would not create a new significant impact pertaining to daytime or nighttime lighting and glare that were not previously analyzed, and no new mitigation measures are required.

THE RITZ-CARLTON RESIDENCES 3-7

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

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(03/09/2022 MMD) R:\Projects\NEW\3NEW003300 - Ritz -Carlton Residences\GraphicsWddendum\ex_ShadeShadow_4_MidWinter.pdf

Environmental Checklist
Conclusion
The aesthetics impacts of the proposed Project would be consistent with the impacts identified for the 2006 General Plan Update, analyzed in the 2006 EIR. The proposed Project would not create a new significant impact or a substantial increase in the severity of previously identified effects. In regard to Section 15162 of the State CEQA Guidelines, (1) no substantial changes are proposed as part of the proposed Project that would result in new significant effects or an increase in severity of previous effects; (2) no substantial changes in circumstances have occurred that would result in new significant effects; and (3) no new information has become known that was not previously known that would (a) create new significant impacts, (b) increase the severity of previously examined effects, or (c) determine that mitigation measures or alternatives previously found not to be feasible would, in fact, be feasible; or (4) introduce mitigation measures that are considerably different from those analyzed in the 2006 EIR. For these reasons, no major revisions to the aesthetics analysis provided in the 2006 EIR are required.

THE RITZ-CARLTON RESIDENCES 3-8

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Environmental Checklist

3.2 AGRICULTURE AND FORESTRY RESOURCES

3.2.1 2006 EIR
The 2006 EIR identified that the topic of Agricultural Resources was focused out because the City contains no designated farmland by the California Department of Conservation, Farmland Mapping Program, no land designated Farmland would be converted to non-agricultural use as a result of implementation of the 2006 General Plan Update; no sites in the City are zoned for agricultural use; and no sites would be affected by a Williamson Act contract. Therefore, as detailed in the Initial Study (Appendix A of the 2006 EIR), the General Plan Update would result in no impacts pertaining to agriculture resources.

3.2.2 MITIGATION MEASURES
No mitigation measures were required.

3.2.3 PROPOSED PROJECT IMPACT ANALYSIS
Environmental Issues
New
Significant
Impact
More
Severe
Impacts
New Ability
to
Substantially
Reduce
Significant
Impact
No
Substantial
Change
From
Previous
Analysis
AGRICULTURE AND FORESTRY RESOURCES - Would the project:
a)
Convert Prime Farmland, Unique Farmland, or Farmland of ❑
❑
❑
0 Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-
agricultural use?
b)
Conflict with existing zoning for agricultural use, or a ❑
❑
❑
0 Williamson Act contract?
c)
Conflict with existing zoning for, or cause rezoning of, forest ❑
❑
❑
0 land (as defined in Public Resources Code Section 12220[g]), timberland (as defined by Public Resources Code Section 4526), or timberland zoned Timberland Production (as defined by Government Code Section 51104[g])?
d)
Result in the loss of forest land or conversion of forest land to ❑
❑
❑
0 non -forest use?
e)
Involve other changes in the existing environment which, due ❑
❑
❑
0 to their location or nature, could result in conversion of Farmland, to non-agricultural use or conversion of forest land to non -forest use?
THE RITZ-CARLTON RESIDENCES 3-9

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Environmental Checklist
Would the project.
a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? No Substantial Change from Previous Analysis. The 2006 EIR determined that there would be no impacts related to conversion of Farmland with implementation of the 2006 General Plan Update. Consistent with the findings of the 2006 EIR, there are no designated Farmlands within or near the Project site. No farmland conversion or impacts to agricultural uses would occur with implementation of the proposed Project. The Project would not create a new significant impact on agricultural resources, and no new mitigation measures are required. b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? No Substantial Change from Previous Analysis. The 2006 EIR determined that there would be no impact related to conflict with existing zoning for agricultural use or a Williamson Act contract with implementation of the 2006 General Plan Update. Consistent with the findings of the 2006 EIR, there are no agricultural activities within or near the Project site. Also, the Project area is not zoned for agricultural use, and there are no Williamson Act Contracts. No impacts to agricultural uses would occur with implementation of the proposed Project. The proposed Project would not create a new significant impact on agricultural resources, and no new mitigation measures are required.
c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code Section 12220[g]), timberland (as defined by Public Resources Code Section 4526), or timberland zoned Timberland Production (as defined by Government Code Section 51104[g])?
No Substantial Change from Previous Analysis. At the time of approval of the 2006 EIR, rezoning of forest land, timberland, or timberland zoned Timberland Production was not a CEQA Appendix G threshold question. However, no forest land occurs on the site or within the area, and no rezoning of forest land or timberland zoned Timberland Production is proposed as part of the Project. The proposed Project would not create a new significant impact on forest land, and no new mitigation measures are required.
d) Result in the loss of forest land or conversion of forest land to non forest use? No Substantial Change from Previous Analysis. At the time of approval of the 2006 EIR, loss of forest land or conversion of forest land to non -forest use was not a CEQA Appendix G threshold question. However, no loss of forest land or conversion of forest land to non -forest use is proposed as part of the Project. The proposed Project would not create a new significant impact on forest land, and no new mitigation measures are required.

THE RITZ-CARLTON RESIDENCES 3-10

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Environmental Checklist
e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use or conversion of forest land to non forest use?
No Substantial Change from Previous Analysis. Consistent with the findings of the 2006 EIR, no conversion of Farmland to a non-agricultural use is proposed as part of the Project.

Additionally, there would be no conversion of forest land to a non -forest use with the proposed Project. Therefore, the proposed Project would not create a new significant impact on conversion of Farmland or forest land, and no new mitigation measures are required.

Conclusion
The agriculture and forestry resources impacts of the proposed Project would be consistent with the impacts identified for the 2006 General Plan Update, analyzed in the 2006 EIR. The proposed Project would not create a new significant impact or a substantial increase in the severity of previously identified effects. In regard to Section 15162 of the State CEQA Guidelines, (1) no substantial changes are proposed as part of the proposed Project that would result in new significant effects or an increase in severity of previous effects; (2) no substantial changes in circumstances have occurred that would result in new significant effects; and (3) no new information has become known that was not previously known that would (a) create new significant impacts, (b) increase the severity of previously examined effects, or (c) determine that mitigation measures or alternatives previously found not to be feasible would, in fact, be feasible; or (4) introduce mitigation measures that are considerably different from those analyzed in the 2006 EIR. For these reasons, no substantial changes to the agriculture and forestry resources analysis provided in the 2006 EIR are required.

THE RITZ-CARLTON RESIDENCES 3-11

ADDENDUM TO THE CITY OF NEWPORT BEACH GENERAL PLAN UPDATE PEIR

Environmental Checklist

3.3 AIR QUALITY
An Air Quality and Greenhouse Gas Analysis technical report has been prepared for the Project, titled "Air Quality and Greenhouse Gas Analysis —Ritz -Carlton Residences Project, Newport Beach, Orange County, California". The report was prepared by LSA in February 2022 (LSA 2022a); is included in Appendix A, Air Quality and Greenhouse Gas Emissions Technical Report, of this Addendum; and is summarized in this analysis.

3.3.1 2006 EIR
The 2006 EIR referenced the South Coast Air Quality Management District's (SCAQMD's) 2003 Air Quality Management Plan (AQMP) to determine if implementation of the General Plan would conflict with or obstruct implementation of an applicable air quality plan. The 2006 EIR found that the General Plan would be consistent with the 2003 AQMP goal to reduce vehicle miles traveled (VMT); however, the 2006 EIR concluded that since the AQMP growth projections are based on Southern California Association of Government (SCAG) population levels, the increase in population growth associated with the General Plan would not have been accounted for in the AQMP. As such, the 2006 EIR found that implementation of the General Plan would not be consistent with the AQMP. As such, the 2006 EIR identified this inconsistency as a significant and unavoidable impact (LSA 2022a).

As discussed in the 2006 EIR, implementation of the General Plan would result in new emissions generated by construction activities. The 2006 EIR determined that some projects that would be implemented under the General Plan could individually exceed the SCAQMD thresholds and that the total amount of construction assumed in the General Plan could also exceed the SCAQMD's thresholds of significance. The 2006 EIR identified General Plan Policies NR 8.1 through NR 8.5 to reduce air pollutant emissions from construction activities, which call for the maintenance of construction equipment, the use of non-polluting and non -toxic building equipment, and minimizing fugitive dust. However, the 2006 EIR found that the impact would remain significant and unavoidable (LSA 2022a).

In addition, the 2006 EIR determined that the General Plan Update may not meet the performance standard for annual emissions reductions and could result in a cumulatively considerable net increase of one or more criteria pollutants for which the Project region is in nonattainment under an applicable federal or State ambient air quality standard, and this impact would be significant and unavoidable. Motor vehicles, and traffic -congested roadways and intersections are the primary source of high localized CO concentrations. Localized areas where ambient concentrations exceed federal and/or State standards for CO are termed CO "hotspots." Based on the General Plan -related traffic, the 2006 EIR determined that implementation of the General Plan Update would not expose existing or future sensitive uses within the City to substantial CO concentrations (LSA 2022a). This impact was found to be less than significant.

The 2006 EIR determined that when evaluating potential air quality impacts to sensitive receptors, the SCAQMD is primarily concerned with high localized concentrations of CO. As discussed above, the 2006 EIR determined that implementation of the General Plan would not expose existing or future sensitive uses within the City to substantial CO concentrations. This impact was found to be less than significant. Consumer products and diesel particulate matter (DPM) and other sources of Toxic Air Contaminants (TACs) were not addressed at the General Plan Level (LSA 2022a).

THE RITZ-CARLTON RESIDENCES 3-12

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The 2006 EIR concluded that construction -related odors are limited to the number of people living and working nearby the source, and due to the temporary nature of such odors, impacts were considered less than significant. In addition, the 2006 EIR found that trash receptacles would be stored in areas and in containers, as required by City and Health Department regulations, and would be emptied on a regular basis, before potentially substantial odors have a chance to develop (LSA 2022a). As such, the 2006 EIR found that General Plan implementation would not create objectionable odors affecting a substantial number of people within the City, and potential impacts would be less than significant.

The 2006 EIR found that growth under the General Plan is inconsistent with growth under the 2003 AQMP; therefore, the impact of the General Plan is cumulatively considerable. This was considered a significant impact. In addition, the 2006 EIR determined that the General Plan Update would have the potential to contribute to a cumulatively considerable net increase of a criteria as the contribution of daily construction and operational emissions from the proposed project could be cumulatively considerable. This cumulative impact was considered to be significant. The 2006 EIR also found that cumulative development is not expected to expose sensitive receptors to substantial pollutant concentrations. Therefore, the Project's contribution to the impact was considered less than cumulatively considerable, and the cumulative impact would be less than significant. Lastly, the General Plan EIR determined that cumulative development would not have a potentially significant impact in terms of the creation of objectionable odors affecting a substantial number of people. Cumulative odor impacts would thus be less than significant (LSA 2022a).

Mitigation Measures
No mitigation measures were required.

3.3.2 PROPOSED PROJECT IMPACT ANALYSIS
New More New Ability
No
Environmental Issues Significant Severe to
Substantial
Impact Impacts Substantially
Change
Reduce
From
Significant
Previous
Impact
Analysis
AIR QUALITY - Where available, the significance criteria established by the applicable air quality management district or air pollution control district may be relied upon to make the following determinations. Would the project:
a)
Conflict with or obstruct implementation of the applicable air ❑
❑
❑
z
quality plan?
b)
Result in a cumulatively considerable net increase of any criteria ❑
❑
❑
z
pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard. c)
Expose sensitive receptors to substantial pollutant
❑
❑
❑
z
concentrations?
d)
Result in other emissions (such as those leading to odors) ❑
❑
❑
z
adversely affecting a substantial number of people?
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Air Quality Background
The SCAQMD has established quantitative thresholds for short-term (construction) emissions and long-term (operational) emissions for the following criteria pollutants: ozone, carbon monoxide, nitrogen oxides, sulfur dioxide, and particulate matter 10 and 2.5 microns. The characteristics and health effects of these criteria pollutants are described below:
• Ozone (03) is a nearly colorless gas that is formed by photochemical reaction (when nitrogen dioxide is broken down by sunlight). Ground -level 03 exposure can cause a variety of health problems, including lung irritation, wheezing, coughing, pain when taking a deep breath, and breathing difficulties during exercise or outdoor activities; permanent lung damage; aggravated asthma; and increased susceptibility to respiratory illnesses.
• Carbon monoxide (CO) is a colorless and odorless toxic gas which, in the urban environment, is associated primarily with the incomplete combustion of fossil fuels in motor vehicles. CO combines with hemoglobin in the bloodstream and reduces the amount of oxygen that can be circulated through the body. High CO concentrations can lead to headaches, aggravation of cardiovascular disease, and impairment of central nervous system functions.
• Nitrogen oxides (NOx) are yellowish -brown gases, which at high levels can cause breathing difficulties. NOx are formed when nitric oxide (NO —a pollutant from internal combustion processes) combines with oxygen.
• Sulfur dioxide (S02) is a colorless, pungent gas formed primarily by the combustion of sulfur -containing fossil fuels. Health effects include acute respiratory symptoms and difficulty in breathing for children.
• Particulate Matter 10 (PM10) and Particulate Matter 2.5 (PM2.5) refer to particulate matter less than ten microns and two and one-half microns in diameter, respectively.

Particulates of this size cause a greater health risk than larger -sized particles since fine particles can more easily cause irritation. Particulate matter includes both aerosols and solid particles. An example of particulate matter is fugitive dust. Short-term exposure to high PM2.5 levels is associated with premature mortality and increased hospital admissions and emergency room visits. Long-term exposure to high PM2.5 levels is associated with premature mortality and development of chronic respiratory disease.

Short-term exposure to high PM10 levels is associated with hospital admissions for cardiopulmonary diseases, increased respiratory symptoms, and possible premature mortality.
• Lead. Leaded gasoline (phased out in the United States beginning in 1973), paint (on older houses and cars), smelters (metal refineries), and the manufacture of lead storage batteries have been the primary sources of lead released into the atmosphere. Lead has multiple adverse neurotoxic health effects, and children are at special risk. Some lead - containing chemicals cause cancer in animals. Lead levels in the air have decreased substantially since leaded gasoline was eliminated. Ambient lead concentrations are only monitored on an as -warranted, site -specific basis in California. On October 15, 2008, the United States Environmental Protection Agency (USEPA) strengthened the national ambient air quality standard for lead by lowering it from 1.5 to 0.15 micrograms per cubic meter (µg/m3). The USEPA revised the monitoring requirements for lead in December THE RITZ-CARLTON RESIDENCES 3-14

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2010. These requirements focus on airports and large urban areas, resulting in an increase in 76 monitors nationally (LSA 2022a).
• Volatile Organic Compounds (VOCs) (also known as reactive organic gases [ROGs] and reactive organic compounds [ROCS]) are formed from the combustion of fuels and the evaporation of organic solvents. VOCs are not defined as criteria pollutants, however, because VOCs accumulate in the atmosphere more quickly during the winter, when sunlight is limited and photochemical reactions are slower, they are a prime component of the photochemical smog reaction. There are no attainment designations for VOCs (LSA 2022a).
• Toxic Air Contaminants (TACs). In addition to the criteria pollutants discussed above, TACs are another group of pollutants of concern. TACs are injurious in small quantities and are regulated by the USEPA and California Air Resources Board (CARB). Some examples of TACs include benzene, butadiene, formaldehyde, and hydrogen sulfide. The identification, regulation, and monitoring of TACs is relatively recent compared to that for criteria pollutants. TACs do not have ambient air quality standards, but are regulated by the USEPA, CARB, and the SCAQMD. In 1998, CARB identified particulate matter from diesel -fueled engines as a TAC. CARB has completed a risk management process that identified potential cancer risks for a range of activities using diesel -fueled engines. High - volume freeways, stationary diesel engines, and facilities attracting heavy and constant diesel vehicle traffic (e.g., distribution centers and truck stops) were identified as posing the highest risk to adjacent receptors. Other facilities associated with increased risk include warehouse distribution centers, large retail or industrial facilities, high -volume transit centers, and schools with a high volume of bus traffic. Health risks from TACs are a function of both concentration and duration of exposure. Unlike TACs emitted from industrial and other stationary sources noted above, most DPM is emitted from mobile sources —primarily "off -road" sources such as construction and mining equipment, agricultural equipment, and truck -mounted refrigeration units, as well as "on -road" sources such as trucks and buses traveling on freeways and local roadways. Although not specifically monitored, recent studies indicate that exposure to DPM may contribute significantly to a cancer risk (a risk of approximately 500 to 700 in 1,000,000) that is greater than all other measured TACs combined. The technology for reducing DPM emissions from heavy-duty trucks is well established, and both State and federal agencies are moving aggressively to regulate engines and emission control systems to reduce and remediate diesel emissions. The CARB anticipated that by 2020, average statewide DPM concentrations will decrease by 85 percent from levels in 2000 with full implementation of the CARB's Diesel Risk Reduction Plan, meaning that the statewide health risk from DPM is expected to decrease from 540 cancer cases in 1,000,000 to 21.5 cancer cases in 1,000,000. The CARB 2000 Diesel Risk Reduction Plan is still the most recent version and has not been updated (LSA 2022a).

The SCAQMD regulates air quality in the Orange County and is the agency principally responsible for comprehensive air pollution control in the South Coast Air Basin (SoCAB). The SCAQMD develops rules and regulations, establishes permitting requirements for stationary sources, inspects emissions sources, and enforces such measures through educational programs or fines, when necessary. The SCAQMD is directly responsible for reducing emissions from stationary (area and point), mobile, and indirect sources. It has responded to this requirement by preparing a sequence of AQMPs.

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The SCAQMD adopted the 2016 AQMP on March 3, 2017 (SCAQMD 2017). The 2016 AQMP incorporates the latest scientific and technical information and planning assumptions, including SCAG's 2016-2040 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS), updated emission inventory methodologies for various source categories, and SCAG's latest growth forecasts.

The two principal criteria for conformance to an AQMP are:

1. Whether a project will result in an increase in the frequency or severity of existing air quality violations or cause or contribute to new violations or delay timely attainment of air quality standards or the interim emissions reductions in the AQMP.

2. Whether a project will exceed the assumptions in the AQMP based on the year of project buildout.

To estimate if a project may adversely affect the air quality in the region, the SCAQMD has prepared the Air Quality Analysis Guidance Handbook (SCAQMD CEQA Handbook) to provide guidance to those who analyze the air quality impacts of projects (SCAQMD 1993). The SCAQMD CEQA Handbook provides significance thresholds for both construction and operation of projects within the SCAQMD's jurisdictional boundaries. The SCAQMD recommends that projects be evaluated in terms of the quantitative thresholds established to assess both the regional and localized impacts of project -related air pollutant emissions. The SCAQMD CEQA Handbook states that any project in the SoCAB with daily emissions that exceed any of the identified significance thresholds may have an individually and cumulatively significant air quality impact. The SCAQMD thresholds are identified in Table 3-1, South Coast Air Quality Management District Air Quality Significance Thresholds.

TABLE 3-1

SOUTH COAST AIR QUALITY MANAGEMENT

DISTRICT AIR QUALITY SIGNIFICANCE THRESHOLDS
Mass Daily Thresholds (lbs/day)
Pollutant
Construction
Operation
VOC
75 55
NOx
100
55 CO
550
550
PM10
150
150
PM2.5
55 55
Sox
150
150
Lead
3 3
lbs/day: pounds per day; VOC: volatile organic compound; NOx: nitrogen oxides; CO: carbon monoxide; PM10: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter 2.5 microns or less in diameter; SOx: sulfur oxides.

Source: SCAQMD 2019.

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Regulatory Background
The U.S. Environmental Protection Agency (USEPA) defines seven "criteria" air pollutants, as described above. These pollutants are called criteria pollutants because the USEPA has established National Ambient Air Quality Standards (NAAQS) for the concentrations of these pollutants (USEPA 2014). The CARB has also established standards for the criteria pollutants, known as California Ambient Air Quality Standards (CAAQS), and the State standards are generally more restrictive than the NAAQS. When a region has air quality that fails to meet the standards, the USEPA and the CARB designate the region as "nonattainment", and the regional air quality agency must develop plans to attain the standards.

Based on monitored air pollutant concentrations, the USEPA and the CARB designate an area's status in attaining the NAAQS and the CAAQS, respectively, for selected criteria pollutants. These attainment designations are shown in Table 3-2, Attainment Status of Criteria Pollutants in the South Coast Air Basin. As identified in Table 3-2, Orange County is a nonattainment area for 03, PM10, and PM2.5.

TABLE 3-2

ATTAINMENT STATUS OF CRITERIA POLLUTANTS

IN THE SOUTH COAST AIR BASIN
Pollutant
State
Federal
Os (1 hour)
Nonattainment
No standards
Os (8 hour)
Nonattainment
Nonattainment
PM10
Nonattainment
Attainment/Maintenance
PM2.5
Nonattainment
Nonattainment
CO
Attainment
Unclassified/Attainment
NO2
Attainment
Unclassified/Attainment
S02
Attainment
Attainment
Lead
Attainment
Attainment/Nonattainment'
All others
Attainment/Unclassified
No standards
Os: ozone; PM2.5: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter 2.5 microns or less in diameter; CO: carbon monoxide; NO2: nitrogen dioxide; S02: sulfur dioxide; SoCAB: South Coast Air Basin.

Los Angeles County is classified nonattainment for lead; the remainder of the SoCAB is in attainment of the State and federal standards.

Source: CARB 2019 (State), CARB 2018 (federal).

CARB, a part of the California Environmental Protection Agency (CalEPA), is responsible for coordinating and administering both the federal and State air pollution control programs in California. In this capacity, CARB conducts research, sets the CAAQS (as shown in Table 3-3, California and Federal Ambient Air Quality Standards), compiles emission inventories, develops suggested control measures, oversees local programs, and prepares the State Implementation Plan (SIP). For regions that do not attain the CAAQS, CARB requires the air districts to prepare plans for attaining the standards. These plans are then integrated into the SIP. CARB establishes emissions standards for (1) motor vehicles sold in California, (2) consumer products (e.g., hair THE RITZ-CARLTON RESIDENCES 3-17

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spray, aerosol paints, barbecue lighter fluid), and (3) various types of commercial equipment. It also sets fuel specifications to further reduce vehicular emissions.

Ozone (03) is a secondary pollutant and is created when NOx and VOCs react in the presence of sunlight. The predominant source of air emissions generated by Project development would be from vehicle emissions. Motor vehicles primarily emit CO, NOx, and VOCs. The NAAQS and CAAQS are designed to protect the health and welfare of the populace within a reasonable margin of safety. The NAAQS and CAAQS for 03, CO, NO2, S02, PM10, PM2.5, and lead are shown in Table 3-3.

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TABLE 3-3

CALIFORNIA AND FEDERAL AMBIENT AIR QUALITY STANDARDS
California
Federal Standards
Primarya
Secondaryb
Pollutant
Averaging Time
Standards
1 Hour

0.09 ppm (180 µg/m3)
-
-
03 8 Hour

0.070 ppm (137

0.070 ppm (137 µg/m3)
Same as Primary
µg/m3 )
24 Hour
50 µg/m3
150 µg/m3
Same as Primary
PM10
AAM
20 µg/m3
-
Same as Primary
24 Hour
-
35 µg/m3
Same as Primary
PM2.5
AAM
12 µg/m3

12.0 µg/m3

15.0 µg/m3
1 Hour
20 ppm (23 mg/m3)
35 ppm (40 mg/m3)
-
CO
8 Hour

9.0 ppm (10 mg/m3)
9 ppm (10 mg/m3)
-
8 Hour
6 ppm (7 mg/m3)
-
-
(Lake Tahoe)
AAM

0.030 ppm (57 µg/m3)

0.053 ppm (100 µg/m3)
Same as Primary
NO2
1 Hour

0.18 ppm (339 µg/m3)

0.100 ppm (188 µg/m3)
-
24 Hour

0.04 ppm (105 µg/m3)
-
-
S02
3 Hour
-
-

0.5 ppm
(1,300 µg/m3)
1 Hour

0.25 ppm (655 µg/m3)

0.075 ppm (196 µg/m3)
-
30-day Avg.

1.5 µg/m3
-
-
Lead
Calendar Quarter
-

1.5 µg/m3
Same as Primary
Rolling 3-month Avg.
-

0.15 µg/m3
Extinction coefficient
Visibility
of 0.23 per km -
Reducing
8 Hour
visibility >- 10 miles
Particles
(0.07 per km - >-30
miles for Lake Tahoe)
No
Federal
Standards
Sulfates
24 Hour
25 µg/m3
Hydrogen
1 Hour

0.03 ppm (42 µg/m3 )
Sulfide
Vinyl
Chloride
24 Hour

0.01 ppm (26 µg/m3)
03: ozone; ppm: parts per million; µg/m3: micrograms per cubic meter; PM10: respirable particulate matter 10 microns or less in diameter; AAM: Annual Arithmetic Mean; -: No Standard; MIS: fine particulate matter 2.5 microns or less in diameter; CO: carbon monoxide; mg/m3: milligrams per cubic meter; NO2: nitrogen dioxide; 502: sulfur dioxide; km:
kilometer.
a National Primary Standards: The levels of air quality necessary, within an adequate margin of safety, to protect the public health.
b National Secondary Standards: The levels of air quality necessary to protect the public welfare from any known or anticipated adverse effects of a pollutant.

Note: More detailed information in the data presented in this table can be found at the CARB website ( www.arb.ca.gov) .

Source: SCAQMD 2016.

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Would the Project.
a) Conflict with or obstruct implementation of the applicable air quality plan? No Substantial Change from Previous Analysis. Air pollutant emissions associated with the Project would occur over the short term from construction activities and over the long term from operational activities associated with the proposed Project.

CEQA requires a discussion of any inconsistencies between a project and applicable General Plans (GPs) and regional plans (CEQA Guidelines Section 15125). The regional plan that applies to the proposed Project includes the SCAQMD's AQMP, as discussed above. A project is considered to be consistent with the AQMP if it furthers one or more policies and does not obstruct other policies. The SCAQMD CEQA Handbook identifies two key indicators of consistency:

1. Whether the project will result in an increase in the frequency or severity of existing air quality violations or cause or contribute to new violations or delay timely attainment of air quality standards or the interim emission reductions specified in the AQMP.

2. Whether the project will exceed the assumptions in the AQMP, or increments based on the year of project buildout and phase.

Both criteria are evaluated for the Project, as shown below.

With respect to determining the proposed Project consistency with AQMP growth assumptions, the projections in the AQMP for achieving air quality goals are based on assumptions in SCAG's RTP/SCS regarding population, housing, and growth trends. According to SCAG's 2020-2045 RTP/SCS, the City's population, households, and employment are forecast to increase by approximately 7,100 residents, 2,900 households, and 1,500 jobs, respectively, between 2016 and 2045 (LSA 2022a). The proposed Project would convert 159 hotel rooms to 159 hotel - branded residences and associated parking. The proposed Project would result in an increase of 361 residents (5 percent of SCAG's projected population growth for the City from 2016 to 2045 of 7,100 residents) and 159 residential units (5 percent of SCAG's projected household growth for the County from 2016 to 2045 of 2,900 households). Therefore, additional units from the Project would not interfere with SCAQMD's goals for improving air quality in the region because the Project would house growth that SCAQMD already projected for the City. Therefore, the Project would not conflict with the 2016 AQMP and, as such, would not jeopardize attainment of the CAAQS and NAAQS in the area under the jurisdiction of the SCAQMD (LSA 2022a).

Furthermore, as shown in Tables 3-4 and 3-5 below, construction and operation of the Project would not result in an exceedance of the SCAQMD's thresholds for criteria pollutants; therefore, the Project is not expected to result in a violation of air quality standards. Due to these factors, it can be concluded that the proposed Project would be consistent with the projections in the AQMP. Therefore, the Project would not lead to new or substantially more severe significant impacts associated with clean air consistency beyond those identified in the 2006 EIR (LSA 2022a). Therefore, the Project would not create a new significant impact pertaining to obstruction of an air quality plan that was not previously analyzed, and no new mitigation measures are required.

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b) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard?
No Substantial Change from Previous Analysis. The following analysis describes the Project's construction- and operation -related air quality impacts. As explained in the following pages, the Project would result in less -than -significant construction and operational air quality impacts.

Construction
During construction, short-term degradation of air quality may occur due to the release of particulate emissions generated by demolition, grading, paving, building, and other construction related activities. Emissions from construction equipment are also anticipated and would include CO, NOx, VOC, directly emitted particulate matter (PM2.5 and PM10), and TACs such as diesel exhaust particulate matter. If not properly controlled, construction activities, identified above, would temporarily generate particulate emissions. Sources of fugitive dust would include disturbed soils at the construction site. Unless properly controlled, vehicles leaving the site would deposit dirt and mud on local streets, which could be an additional source of airborne dust after it dries. PM10 emissions would vary from day to day, depending on the nature and magnitude of construction activity and local weather conditions. PM10 emissions would depend on soil moisture, silt content of soil, wind speed, and the amount of operating equipment. Larger dust particles would settle near the source, while fine particles would be dispersed over greater distances from the construction site. Water or other soil stabilizers can be used to control dust, resulting in emission reductions of 50 percent or more. The SCAQMD has established Rule 403:

Fugitive Dust, which would require the Applicant to implement measures that would reduce the amount of particulate matter generated during the construction period. In addition to dust related PM10 emissions, heavy trucks and construction equipment powered by gasoline and diesel engines would generate CO, SOz, NOx, VOCs, and some soot particulate (PM2.5 and PM10) in exhaust emissions. If construction activities were to increase traffic congestion in the area, CO and other emissions from traffic would increase slightly while those vehicles idle in traffic.

However, these emissions would be temporary in nature and limited to the immediate area surrounding the construction site (LSA 2022a).

Construction emissions were estimated for the Project using California Emissions Estimator Model version 2020.4.0 (CaIEEMod) computer program. The proposed Project would require the demolition of the existing on -site buildings, which was included in CaIEEMod. Construction - related emissions are presented in Table 3-4, Project Construction Emissions. CaIEEMod output sheets are included in Appendix A.

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TABLE 3-4

PROJECT CONSTRUCTION EMISSIONS
Emissions
(lbs/day)
VOC
NOx
CO
Sox
PM10
PM2.5
Project Construction
Demolition

1.0 22.3

16.1 <0.1

1.6 0.9
Site Preparation

0.7 20.0

13.9 <0.1

1.3 0.6
Grading

1.2 50.1

23.0 0.2

8.6 3.5
Building Construction

1.9 23.4

24.9 0.1

4.4 1.8
Paving

0.8 15.6

13.4 <0.1

0.7 0.6
Architectural Coating

8.1 2.5

3.5 <0.1

0.7 0.3
Maximum

10.0 50.1

27.4 0.2

8.6 IS
SCAQMD Significance Thresholds

55.0 55.0
550.0
150.0
150.0

55.0 (Table 3-1)
Significant Impact?
No
No
No
I No
No
No
lbs/day: pounds per day; VOC: volatile organic compound; NOx: nitrogen oxides; CO: carbon monoxide; SOx:
sulfur oxides; PM10: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter

2.5 microns or less in diameter; SCAQMD: South Coast Air Quality Management District; -- data not provided.

Note: Maximum emissions of VOC and CO occurred during the overlapping building construction and architectural coating phases.

Source: SCAQMD 2019 (thresholds); LSA 2022a, See Appendix A for technical report and CaIEEMod outputs.

As shown in Table 3-4, construction emissions associated with the Project would not exceed the SCAQMD thresholds for VOC, NOx, CO, sulfur oxides (SOx), PM2.5, or PM10 emissions. In addition to the construction period thresholds of significance, the Project is required to comply with regional rules that assist in reducing short-term air pollutant emissions. SCAQMD Rule 403 requires that fugitive dust be controlled with best -available control measures so that the presence of such dust does not remain visible in the atmosphere beyond the property line of the emission source. In addition, SCAQMD Rule 403 requires implementation of dust suppression techniques to prevent fugitive dust from creating a nuisance off site. With compliance with Rule 403, construction of the proposed Project would not result in emissions that would result in a cumulatively considerable net increase of any criteria pollutant for which the Project regional is nonattainment under an applicable federal or State ambient air quality standard. Therefore, the proposed Project would not lead to new or substantially more severe significant impacts associated with construction -related air quality beyond those identified in the 2006 EIR.

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Operations
Long-term air pollutant emission impacts are those typically associated with mobile sources (e.g., vehicle trips), energy sources (e.g., electricity and natural gas), area sources (e.g., architectural coatings and the use of landscape maintenance equipment), and stationary sources (e.g., diesel emergency backup generator) related to the Project. PM10 emissions result from running exhaust, tire and brake wear, and the entrainment of dust into the atmosphere from vehicles traveling on paved roadways. Entrainment of PM10 occurs when vehicle tires pulverize small rocks and pavement, and the vehicle wakes generate airborne dust. The contribution of tire and brake wear is small compared to the other PM emission processes. Gasoline -powered engines have small rates of particulate matter emissions compared with diesel powered vehicles.

As discussed in the Methodology section above, the proposed Project would result in fewer daily trips than under existing conditions; therefore, the proposed Project would not generate new mobile source emissions.

Energy source emissions result from activities in buildings for which electricity and natural gas are used. The quantity of emissions is the product of usage intensity (i.e., the amount of electricity or natural gas) and the emission factor of the fuel source. The primary sources of energy demand for the proposed Project would include building mechanical systems, such as heating and air conditioning, lighting, and plug-in electronics, such as refrigerators or computers. Greater building or appliance efficiency reduces the amount of energy for a given activity and thus lowers the resultant emissions. The emission factor is determined by the fuel source, with cleaner energy sources, like renewable energy, producing fewer emissions than conventional sources.

The Project would comply with the 2019 CALGreen Code and 2019 Energy Efficiency Standards (Title 24, Part 6), which are accounted for in CalEEMod. Typically, area source emissions consist of direct sources of air emissions located at the Project site, including architectural coatings and the use of landscape maintenance equipment. Area source emissions associated with the Project would include emissions from the use of architectural coatings, consumer products, and landscaping equipment. The residential units would not include wood -burning hearths. The proposed Project would also generate stationary source emissions associated with use of the diesel emergency backup generator. Long-term operation emissions associated with the proposed Project were calculated using CalEEMod. Model results are shown in Table 3-5, Project Operational Emissions, below (LSA 2022a). CalEEMod output sheets are included in Appendix A.

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TABLE 3-5

PROJECT OPERATIONAL EMISSIONS
Source
Emissions (lbs/day)
VOC
NOx
CO
SOx
PM10
PM2.5
Existing Operational Emissions
Existing Area Sources

1.5 <0.1

0.1 <0.1
<0.1
<0.1
Existing Energy Sources

0.1 0.6

0.5 <0.1
<0.1
<0.1
Existing Mobile Sources

2.8 2.5

25.2 0.1

6.4 1.7
Total Existing Emissions

4.4 3.1

25.8 0.1

6.5 1.8
Proposed Project Operational Emissions
Project Area Sources

9.8 2.5

14.2 <0.1

0.3 0.3
Project Energy Sources

0.1 0.4

0.2 <0.1
<0.1
<0.1
Project Mobile Sources

1.6 1.2

14.1 <0.1

3.6 1
Project Stationary Sources

0.1 0.2

0.2 <0.1
<0.1
<0.1
Total Project Emissions

11.5 4.4

28.7 <0.1

3.9 1.3
Net Operational Emissions

7.1 1.3

2.9 <0.1
-2.6
-0.5
SCAQMD Significance Thresholds
(Table 3-1)
55 55
550
150
150
55 Significant Impact?
No
No
No
No
No
No
lbs/day: pounds per day; VOC: volatile organic compound; NOx: nitrogen oxides; CO: carbon monoxide; SOx: sulfur oxides; PM10: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter 2.5 microns or less in diameter; SCAQMD: South Coast Air Quality Management District.

Source: SCAQMD 2019 (thresholds); LSA 2022a. see Appendix A for technical report and CalEEMod outputs.

The results shown in Table 3-5 indicate the Project would not exceed the significance criteria for VOC, NOx, CO, SOx, PM10, or PM2.5 emissions; thus, it would not have a significant effect on regional air quality. Therefore, operation of the Project would not result in a cumulatively considerable net increase of any criteria pollutant for which the Project regional is nonattainment under an applicable federal or State ambient air quality standard (LSA 2022a).

As a result, the proposed Project would not lead to new or substantially more severe significant impacts associated with operation -related air quality beyond those identified in the 2006 EIR.

Therefore, the Project would not create a new significant impact pertaining to cumulatively considerable air quality emissions that was not previously analyzed, and no new mitigation measures are required.
c) Expose sensitive receptors to substantial pollutant concentrations? No Substantial Change from Previous Analysis. A significant impact would occur when a Project generates pollutant concentrations to a degree that would significantly affect sensitive receptors, which include populations that are more susceptible to the effects of air pollution than the population at large.

For the purposes of this analysis, sensitive receptors are areas of population that have an increased sensitivity to air pollution or environmental contaminants. Sensitive receptor locations include residences, schools, day care centers, hospitals, parks, and similar uses, which are sensitive to air quality. Impacts on sensitive receptors are of particular concern because they THE RITZ-CARLTON RESIDENCES 3-24

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are the population most vulnerable to the effects of air pollution. The closest sensitive receptors to the Project site include the Meridian condominium community immediately adjacent to the Project site on the north along Santa Barbara Drive and the Granville Condominiums immediately to the southeast (LSA 2022a).

Project construction and operational emissions were compared to the LST screening tables in Source Receptor Area (SRA) 18. The results of the LST analysis, summarized in Table 3-6, Project Maximum Localized Daily Emissions, indicate that the Project would not result in an exceedance of the SCAQMD LSTs during Project construction or operation. Therefore, the proposed Project would not lead to new or substantially more severe significant impacts associated with localized air quality beyond those identified in the 2006 EIR (LSA 2022a).

TABLE 3-6

PROJECT MAXIMUM LOCALIZED DAILY EMISSIONS (LBS/DAY)
Year
NO,
CO
PM10
PM2.5
Maximum Daily Construction Emissions

21.2 15.4

3.8 2.0
SCAQMD LSTa
111.5
804.5

5.5 4.0
Exceeds Thresholds
No
No
No
No
Maximum Daily Operational Emissions

2.8 15.1
<0.1
<0.1
SCAQMD LSTb
147.0
1,155.0

2.5 2.0
Exceeds Thresholds
No
No
No
No
lbs/day: pounds per day; NO.: nitrogen oxides; CO: carbon monoxide; SCAQMD: South Coast Air Quality Management District; PM10: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter 2.5 microns or less in diameter; LST: Localized Significance Threshold. a Construction Thresholds for Source Receptor Area 18, North Coastal Orange County for a 1.5-acre site, 25-meter receptor distance (SCAQMD 2022).
b Operational Thresholds for Source Receptor Area 18, North Coastal Orange County for a 2.775-acre site, 25-meter receptor distance (SCAQMD 2009).

Source: LSA 2022a, Appendix A, Air Quality and Greenhouse Gas Emissions Technical Report Construction of the proposed Project may expose surrounding sensitive receptors to airborne particulates, as well as a small quantity of construction equipment pollutants (i.e., usually diesel - fueled vehicles and equipment). However, construction contractors would be required to implement measures to reduce or eliminate emissions by following SCAQMD rules for standard construction practices. The use of diesel -powered construction equipment would be temporary and episodic. The duration of exposure would be short, and exhaust from construction equipment dissipates rapidly. Current models and methodologies for conducting health risk assessments are associated with chronic exposure periods of 9, 30, and 70 years, which do not correlate with the temporary and highly variable nature of construction activities. Construction would be subject to and would comply with California Code of Regulations (e.g., CCR Title 13, Division 3, Article 1, Chapter 10, Sections 2485 and 2449), which reduce DPM and criteria pollutant emissions from in -use off -road diesel -fueled vehicles and limit the idling of heavy-duty construction equipment to no more than five minutes. These regulations further reduce nearby sensitive receptors' exposure to temporary and variable DPM emissions (LSA 2022a).

As shown in 3-6 above, the Project would not result in significant localized or regional emissions during Project construction or operation. In addition, as discussed above, given the extremely THE RITZ-CARLTON RESIDENCES 3-25

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low level of CO concentrations in the Project area and lack of traffic impacts at any intersections, project -related vehicles are not expected to contribute significantly to, or result in CO concentrations exceeding the State or federal CO standards. Therefore, once the Project is constructed, the Project would not be a source of substantial pollutant emissions and sensitive receptors would not be exposed to substantial pollutant concentrations during Project construction and operation (LSA 2022a). Therefore, the proposed Project would not lead to new or substantially more severe significant impacts to nearby sensitive receptors beyond those identified in the 2006 EIR.

Carbon Monoxide Hotspot
Vehicular trips contribute to congestion at intersections and along roadway segments. Localized air quality impacts would occur when emissions from vehicular traffic increase as a result of a proposed project. The primary mobile -source pollutant of local concern is CO, a direct function of vehicle idling time and, thus, of traffic flow conditions. CO transport is extremely limited; under normal meteorological conditions, CO disperses rapidly with distance from the source.

However, under certain extreme meteorological conditions, CO concentrations near a congested roadway or intersection may reach unhealthful levels, affecting local sensitive receptors (e.g., residents, schoolchildren, the elderly, and hospital patients). Typically, high CO concentrations are associated with roadways or intersections operating at unacceptable levels of service or with extremely high traffic volumes. In areas with high ambient background CO concentrations, modeling is recommended to determine a project's effect on local CO levels. An assessment of project -related impacts on localized ambient air quality requires that future ambient air quality levels be projected. Existing CO concentrations in the immediate Project vicinity are not available. Ambient CO levels monitored at the Long Beach station, the closest station to the Project site, showed a highest recorded 1-hour concentration of 4.7 ppm (the State standard is 20 ppm) and a highest 8-hour concentration of 2.1 ppm (the State standard is 9 ppm) during the past 3 years (Table G). The highest CO concentrations would normally occur during peak traffic hours; hence, CO impacts calculated under peak traffic conditions represent a worst -case analysis. As described in the Trip Generation Analysis prepared for the Project (Appendix J), the proposed Project would generate 30 fewer AM peak hour trips and 43 fewer PM peak -hour trips.

As the proposed Project would not generate 100 or more AM or PM peak hour trips, the Project did not meet the criteria for an evaluation of study area intersection or roadway segment level of service (LOS). Therefore, it is assumed that the addition of the proposed Project traffic would not create any significant adverse impacts to nearby intersections. Therefore, given the extremely low level of CO concentrations in the Project area, and lack of traffic impacts at any intersections, Project -related vehicles are not expected to contribute significantly to CO concentrations exceeding the State or federal CO standards (LSA 2022a). Therefore, the proposed Project would not lead to new or substantially more severe significant impacts associated with CO hot spots beyond those identified in the 2006 EIR. d) Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people?
No Substantial Change from Previous Analysis. During Project construction, some odors may be present due to diesel exhaust. However, these odors would be temporary and limited to the construction period. The proposed Project would not include any activities or operations that would generate objectionable odors and once operational, the Project would not be a source of THE RITZ-CARLTON RESIDENCES 3-26

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odors. Therefore, the proposed Project would not result in other emissions (such as those leading to odors) affecting a substantial number of people. Therefore, the proposed Project would not lead to new or substantially more severe significant impacts related to odors beyond those identified in the 2006 EIR (LSA 2022a). Therefore, the Project would not create a new significant impact pertaining to other emissions that was not previously analyzed, and no new mitigation measures are required.

Conclusions
The air quality impacts of the proposed Project would be consistent with the impacts identified for the 2006 General Plan Update, analyzed in the 2006 EIR. The proposed Project would not create a new significant impact or a substantial increase in the severity of previously identified effects. In regard to Section 15162 of the State CEQA Guidelines, (1) no substantial changes are proposed as part of the proposed Project that would result in new significant effects or an increase in severity of previous effects; (2) no substantial changes in circumstances have occurred that would result in new significant effects; and (3) no new information has become known that was not previously known that would (a) create new significant impacts, (b) increase the severity of previously examined effects, or (c) determine that mitigation measures or alternatives previously found not to be feasible would, in fact, be feasible; or (4) introduce mitigation measures that are considerably different from those analyzed in the 2006 EIR. For these reasons, no major revisions to the air quality analysis provided in the 2006 EIR are required.

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3.4 BIOLOGICAL RESOURCES
The following analysis summarizes the "Ritz -Carlton Residences -Biological Resources Technical Memorandum" (Biological Resources Memorandum) prepared for the Project by Environmental Science Associates (ESA), dated January 26, 2022 (ESA 2022a). This Biological Resources Memorandum is included in Appendix B of this Addendum.

3.4.1 2006 EIR
The 2006 EIR identified Citywide biological resources, including habitat types; sensitive biological resources, special status species; marine resources; and sensitive marine sources.

Development could also result in the removal of mature trees that may serve as perching or nesting sites for migratory birds and raptors in both developed and undeveloped areas. Federal and State regulations, including the Migratory Bird Treaty Act, Federal Endangered Species Act, and California Endangered Species Act, restrict activities that may result in the "take" (kill, harm, harass, etc.) of certain species, including their active nests. The 2006 EIR determined that compliance with these policies and federal and State laws would mitigate potential impacts to a less than significant level.

The 2006 EIR noted several General Plan goals, which would protect wetlands and riparian vegetation. The General Plan policies would serve to regulate indirect impacts future development could have on riparian habitats. Therefore, the impacts associated with riparian habitats were determined to be less than significant.

The 2006 EIR identified several wetland habitats along the coast of Newport Beach between the Santa Ana River and the boundary between the City and unincorporated Orange County. The 2006 EIR noted that development would be confined to previously developed areas and would not be located near wetland areas. Adherence to the identified State and federal laws and regulations would result in less than significant impacts on jurisdictional waters and wetlands.

The 2006 EIR found that there would be no impact to wildlife nursery sites and corridors with implementation of the policies outlined in the General Plan Update. Additionally, the 2006 EIR determined that implementation of the General Plan Update would not conflict with the provisions of an adopted Habitat Conservation Plan (ESA 2022a).

Mitigation Measures
No mitigation measures were required.

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3.4.2 PROPOSED PROJECT IMPACT ANALYSIS
New More New Ability
No
Environmental Issues Significant Severe to
Substantial
Impact Impacts Substantially
Change
Reduce
From
Significant
Previous
Impact
Analysis
BIOLOGICAL RESOURCES - Would the project:
a)
Have a substantial adverse effect, either directly or through ❑ ❑ ❑ Q
habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service?
b)
Have a substantial adverse effect on any riparian habitat or other ❑ ❑ ❑ Q
sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or US Fish and Wildlife Service?
c)
Have a substantial adverse effect on state or federally protected ❑ ❑ ❑ Q
wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means?
d)
Interfere substantially with the movement of any native resident ❑ ❑ ❑ Q
or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites?
e)
Conflict with any local policies or ordinances protecting biological ❑ ❑ ❑ Q
resources, such as a tree preservation policy or ordinance? f)
Conflict with the provisions of an adopted Habitat Conservation ❑ ❑ ❑ Q
Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan?
Would the Project.
a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service?
No Substantial Change from Previous Analysis. The Project site is fully developed, and no special -status plants or native plant communities occur within the Project site boundaries. No special -status plant species were considered to have any potential to occur since the Project site is completely developed with hardscape, structures, and ornamental landscaping. Therefore, no impact related to a substantial adverse effect on any plant species identified as candidate, sensitive, or special status in local or regional plans, policies, or regulations by the California Department of Fish and Wildlife (CDFW) or U.S. Fish and Wildlife Service (USFWS) would occur Project implementation. No mitigation for special status plants is required (ESA 2022a).

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The Biological Study Area (BSA) analyzed includes the Project site and a buffer of up to 500 feet from the anticipated limits of disturbance in natural space or landscape areas (e.g., on the adjacent golf course property). The BSA does not occur in or near any designated Critical Habitat for any federally listed species or special status wildlife. Although the Project would be implemented in a highly developed area containing ornamental landscaping rather than natural habitat, two sensitive wildlife species may have a low potential to occur in the Project area. The American peregrine falcon, a California Fully Protected species, is known to have nested historically near the top of the Marriott Hotel in the early nineties (over 25 years ago) and has been sighted within a 4-mile radius of the property in the past 10 years. However, no evidence of current or recent usage by a peregrine falcon was observed during the rooftop survey.

Nevertheless, the existing rooftop, and rooftops of adjacent buildings could provide potential overwintering and nesting opportunities for this species. White-tailed kites may also have a low potential to nest in the tree canopy along the western/southwestern Project site boundary and in the golf course to the west of the Project. The potential for either of these species to nest in the immediate area is considered low due to the high level of human and mechanical activity (ESA 2022a).

Notably, with regard to redevelopment or infill projects in existing developed areas in the City, the 2006 EIR anticipated that "the proposed General Plan Update would allow infill development throughout the Planning Area, following existing land use patterns. The Update would concentrate new development and redevelopment in several specified subareas: Newport Center/Fashion Island, Balboa Village, Balboa Peninsula, West Newport Mesa, West Newport Highway, Mariners' Mile, and the Airport Area." The same section also made clear that "implementation of Policies NR 10.1 and NR 10.2 would ensure that all future development cooperates with federal, state, and private resource protection agencies/organizations..." and further acknowledged that "implementation of the proposed General Plan Update would be subject to all applicable federal, state, and local policies and regulations related to the protection of biological resources" (ESA 2022a). Thus, implementation of the Project is subject to compliance with the federal Migratory Bird Treaty Act (MBTA) and the California Fish and Game Code. In California, the active nests and eggs of all native bird species, except certain game birds, are protected under the California Fish and Game Code Section 3503, which states: "It is unlawful to take, possess, or needlessly destroy the nest or eggs of any bird, except as otherwise provided by this code or any regulation made pursuant thereto." In addition, the federal MBTA (16 U.S.

Code [USC] 703-711) makes it unlawful to take or kill individuals of most bird species found in the United States, unless that taking or killing is authorized pursuant to regulation 16 USC 703, 704. The federal definition of "Take" is defined as "to pursue, hunt, shoot, wound, kill, trap, capture, or attempt to pursue, hunt, shoot, wound, kill, trap, capture, or collect" (50 CFR 10.12).

Thus, even if not designated as a special -status or "sensitive" species, most bird species, except exotic birds and game birds, are afforded protection under State and federal laws while they are engaged in breeding activity. However, unless a project may have a substantial adverse effect on a species identified as a candidate, sensitive, or special -status species, impacts involving the loss or destruction of a limited number of nests of non -sensitive species would not normally be categorized as "significant" or regarded as substantially adverse impacts to biological resources, and thus would not warrant mitigation to be imposed and enforced by a lead agency under CEQA.

If any nesting activity occurs in the proposed Project vicinity, Project -related demolition or construction could indirectly affect nesting activity and adversely affect individual birds, if present. Such adverse effects would be potentially significant since the white-tailed kite and THE RITZ-CARLTON RESIDENCES 3-30

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peregrine falcon are fully protected in California, which means take of these species is prohibited, and State law makes no provisions for incidental take of these species. Likewise, other raptors, such as Cooper's hawk, are protected under the MBTA and the California Fish and Game Code. In addition, the same demolition and construction activities that could affect raptor species, if present, could also adversely affect other birds during the nesting season. As stated above, CEQA does not specifically require that limited impacts to a small number of common birds with no special status should be considered biologically significant or substantially adverse. As noted above, the 2006 EIR references the policy that projects are expected to cooperate with regulatory agencies and comply with existing regulations. Therefore, implementation of regulatory requirement (RR) 13I0-1, which requires avoidance or pre -construction surveys to determine presence of nesting birds prior to construction and potential buffers from nests, would ensure compliance with State and federal laws that protect nesting birds by conducting preconstruction surveys and requiring implementation of avoidance measures. Therefore, the Project would not create a new significant impact to candidate, sensitive, or special status species that was not previously analyzed, and no new mitigation measures are required. b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, and regulations or by the California Department offish and Wildlife or U.S. Fish and Wildlife Service? No Substantial Change from Previous Analysis. The Project site is developed and within an urbanized area of the City. According to the Biological Resources Technical Memorandum, no riparian habitat or sensitive natural communities occur on the Project site (ESA 2022a). As such, no impact would occur to any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations, or by CDFW or USFWS. The Project would not create a new significant impact to riparian habitat, or other sensitive natural communities, and no new mitigation measures are required.
c) Have a substantial adverse effect on state or federally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means?
No Substantial Change from Previous Analysis. The Project site is fully developed with Project -associated buildings, parking lots, and walkways. No wetlands or "waters" subject to State or federal regulatory jurisdiction, such as waters of the United States, pursuant to Clean Water Act (CWA) Section 404, or streams or lakes, pursuant to California Fish and Game Code Section 1600 et al., occur on the Project site (ESA 2022a). The Project site does not contain any resources that would be regulated under the CWA or California Fish and Game Code Section 1600 et al., and there are no potential offsite impacts that could be regulated under the CWA or California Fish and Game Code Section 1600. Therefore, the Project would not create a new significant impact with respect to a substantial adverse effect on State or federally protected wetlands (including but not limited to marsh, vernal pool coastal) through direct removal, filling, hydrological interruption, or other means for on -site resources.

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d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites?
No Substantial Change from Previous Analysis. The Project site does not contribute to or function as part of a migration corridor for terrestrial or avian wildlife species and nor is it part of a regionally important or vital wildlife movement corridor. Also, no known or expected native wildlife nursery sites occur in the Project vicinity, and no such resources would be affected by the Project (ESA 2022a). Therefore, the Project would not create a new significant impact to movement of any native resident or migratory fish or wildlife species that was not previously analyzed, and no new mitigation measures are required.
e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance?
No Substantial Change from Previous Analysis. Trees within the Project site are not on property owned by the City or within a public right-of-way and thus, are not subject to NBMC Sections 13.08 or 13.09 that protect trees in the City. It is possible that the project may damage or require removal (e.g., for site access) of the Mexican fan palms that occur along the public street adjacent to the Project site). However, the Applicant is required to comply with the applicable City Municipal Code section(s) regarding tree preservation and removal. Therefore, in the event that the Project would encroach into the public right-of-way and require removal of City trees, the property owner or Applicant would be required to submit a tree removal form to the Municipal Operations Director, pay all related tree removal and one -for -one replacement costs, and meet all provisions of City Council Policies L-2 and L-6 and City Municipal Code Chapters 13.08 and 13.09, or any successor policies or sections. Therefore, as the result of complying with the relevant Municipal Code Sections, the Project would not conflict with local policies and ordinances protecting biological resources, and no new impact that was not previously analyzed in the 2006 EIR, would occur, and no mitigation is required. f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan?
No Substantial Change from Previous Analysis. The Project site is within an urbanized area and not within any established Habitat Conservation Plan (HCP), Natural Community Conservation Plan (NCCP), or other approved of habitat conservation plans. The Project is in a developed area that lies within the overall planning area that is addressed under the Orange County Central and Coastal NCCP/HCP. The Newport Center, including the Project site were developed prior to the establishment of the NCCP/HCP, and the Project site is not within or adjacent to any natural areas that comprise the NCCP/HCP Reserve System. Furthermore, the Project site contains no habitat areas or resources subject to the provisions of the NCCP/HCP or any other approved local, regional, or State HCP (ESA 2022a). Further, the Project would not directly impact any habitat subject to any conservation planning instruments. Therefore, the Project would not create a new significant impact to or conflict with approved HCPs and NCCPs that was not previously analyzed, and no new mitigation measures are required.

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Regulatory Requirements
RR BI0-1 Migratory Bird Treaty Act. Impacts to nesting birds would be avoided by conducting construction activities outside of the bird nesting season (i.e., from September 1 to February 14 for most birds, from July 1 to January 14 for raptors).

However, if demolition and/or construction activities must occur during the nesting season, the following would apply during the time frames indicated:

A. Prior to work during the bird nesting season (February 15 to August 31 for most birds, January 15 to June 31 for raptors), a qualified biologist shall conduct a pre -construction survey of all suitable habitat for the presence of nesting birds no more than 14 days prior to construction activities. The results of the pre -construction survey shall be valid for 14 days; if construction activities do not commence within 14 days following the survey or if activities cease for more than 14 consecutive days, a new pre -construction nesting bird survey shall be conducted before construction resumes.

B. If any active nests are found during a pre -construction nesting bird survey, a buffer of up to 300 feet for most bird species and 500 feet for raptors, or as determined appropriate by the qualified biologist (based on species -specific tolerances and site -specific conditions such as "line -of -site" between nest and work areas), shall be delineated, flagged, and avoided until the nesting cycle is complete (i.e., the qualified biologist determines that the young have fledged or the nest has failed). Alternatively, the qualified biologist may recommend other measures to minimize disturbances to active nests that may include but are not limited to limiting the duration of certain activities, placing sound and/or visual barriers (e.g., noise blankets on temporary chain -link fencing), and/or providing full-time monitoring by a qualified biologist.

Newport Beach City CouncilApril 9, 2024

Newport Beach City Council
April 9, 2024