Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| 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.
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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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.04 0.13 0.05 0.21 0.16 0.14 0.14 0.17 0.17 0.01 0.03 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| 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 ------------|---------------||---------------||---------------||---------------| 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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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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.20 0.46 0.03 0.11 0.08 0.01 0.03 0.03 0.06 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.06 0.22 0.44 0.02 0.10 0.00 0.15 0.24 0.24 0.09 0.21 0.15 OvlAdjV/S: 0.35
Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.41 0.00 0.01 0.40 0.15 0.07 0.08 0.00 0.16 0.09 0.05 OvlAdjV/S: 0.08 0.04 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| 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.
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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 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 437 696 0 0 1012 1160 0 0 0 267 1803 111 Added Vol: 0 0 0 0 0 0 0 0 0 -3 0 0 PasserByVol: 0 14 0 0 4 0 0 0 0 16 143 0 Initial Fut: 437 710 0 0 1016 1160 0 0 0 280 1946 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 437 710 0 0 1016 1160 0 0 0 280 1946 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 710 0 0 1016 1160 0 0 0 280 1946 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 437 710 0 0 1016 1160 0 0 0 280 1946 111 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| 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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CEQA 2026 With Project
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-------------------------------------------------------------------------------- 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.11 0.19 0.13 0.23 0.00 0.24 0.24 0.17 0.00 0.00 0.00 Crit Moves: **** **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.12 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.31 0.26 0.36 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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CEQA 2026 With Project
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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 ------------|---------------||---------------||---------------||---------------| 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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CEQA 2026 With Project
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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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.14 0.20 0.03 0.11 0.18 0.39 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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CEQA 2026 With Project
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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 ------------|---------------||---------------||---------------||---------------| 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 ------------|---------------||---------------||---------------||---------------| 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.
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CEQA 2026 With Project
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-------------------------------------------------------------------------------- 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.02 0.20 0.19 0.04 0.23 0.03 0.06 0.09 0.12 0.20 0.11 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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CEQA 2026 With Project
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-------------------------------------------------------------------------------- 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
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.09 0.16 0.27 0.06 0.34 0.00 0.09 0.21 0.21 0.13 0.29 0.14 OvlAdjV/S: 0.14
Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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CEQA 2026 With Project
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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 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.05 0.41 0.00 0.05 0.44 0.16 0.06 0.08 0.00 0.08 0.08 0.07 OvlAdjV/S: 0.10 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| 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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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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.26 0.40 0.00 0.00 0.25 0.29 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.28 0.28 0.00 0.20 0.00 0.42 0.42 0.34 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:
Base Vol: 46 1498 207 142 1485 423 215 90 21 238 111 136 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 1603 221 152 1589 453 215 90 21 238 111 136 Added Vol: 0 4 0 0 -2 0 0 0 0 0 0 0 PasserByVol: 0 238 46 1 287 20 8 0 0 70 0 1 Initial Fut: 49 1845 267 153 1874 473 223 90 21 308 111 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 49 1845 267 153 1874 473 223 90 21 308 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 1845 267 153 1874 473 223 90 21 308 111 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 49 1845 267 153 1874 473 223 90 21 308 111 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| 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.
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POST 2030 GENERAL PLAN BUILDOUT WITHOUT PROJECT
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.30 0.36 0.04 0.14 0.12 0.03 0.07 0.07 0.05 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.39 0.38 0.04 0.12 0.00 0.21 0.30 0.30 0.09 0.23 0.11 OvlAdjV/S: 0.29
Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.57 0.00 0.02 0.42 0.24 0.10 0.08 0.00 0.05 0.08 0.01 OvlAdjV/S: 0.14 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.37 0.37 0.22 0.43 0.43 0.08 0.09 0.00 0.25 0.26 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.36 0.68 0.00 0.00 0.15 0.23 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.42 0.00 0.01 0.48 0.30 0.10 0.07 0.00 0.07 0.13 0.03 OvlAdjV/S: 0.20 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| 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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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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.28 0.55 0.00 0.00 0.30 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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-------------------------------------------------------------------------------- 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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| 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 ------------|---------------||---------------||---------------||---------------| 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.
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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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.30 0.36 0.04 0.14 0.12 0.03 0.07 0.07 0.05 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.07 0.39 0.38 0.04 0.12 0.00 0.21 0.30 0.30 0.09 0.23 0.11 OvlAdjV/S: 0.29
Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.12 0.58 0.00 0.02 0.42 0.24 0.10 0.08 0.00 0.05 0.08 0.01 OvlAdjV/S: 0.14 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.37 0.37 0.22 0.43 0.43 0.08 0.09 0.00 0.25 0.26 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.36 0.68 0.00 0.00 0.15 0.23 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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: **** **** ****
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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| 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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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
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| 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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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 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.08 0.42 0.00 0.01 0.48 0.30 0.10 0.07 0.00 0.07 0.13 0.03 OvlAdjV/S: 0.20 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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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 ------------|---------------||---------------||---------------||---------------| 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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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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.28 0.55 0.00 0.00 0.30 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
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-------------------------------------------------------------------------------- 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.00 0.31 0.31 0.00 0.23 0.00 0.56 0.56 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 236
15-356
Default Scenario Thu Nov 11, 2021 19:03:53 Page 18-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North)
Gneral Plan With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| 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:
Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 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 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:
Vol/Sat: 0.03 0.40 0.23 0.06 0.40 0.24 0.10 0.10 0.01 0.11 0.07 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc.
Apx - 237
15-357
APPENDIX D
APPROVED PROJECTS LIST AND CUMULATIVE PROJECTS
Apx - 238
15-358
/0 /1 /2 /3 /1 /4 /2 /5 □ /4 /7 /4 /2 □ /8 /9 /10 /11 /12 /13 /14 /15 □ /16 □ /17 /14 /18 /19 /19 /20 /21 /22 /23 /15 /15 /12 /22 /7 /1 /1 /22 /15 /18 /19 /19 /24 /25 /11 /26 /12 /13 /14 /15 /27 /11 /18 /21 /23 /21 /18 /24 /28 /13 /29 /1 /17 /14 /18 /19 /19 /20 /21 /22 /1 /30 /13 /31 /11 /1 /10 /11 /12 /13 /14 /15/2 /1 /32 /17 /14 /18 /19 /19 /20 /21 □ /8 /23 /18 /22 /20 /25 /28 □ /33 /18 /15 /18 /8
/14 /13 /34 /11 /21 /15 /22 □ /35 /11 /22 /22 □ /15 /23 /18 /25 □ /2 /36 /36 /37 □ /38 /13 /31 /12 /39 /11 /15 /11 /40 /41 /42 /43 /44 /45 /46 □ /48 /49 /50 /51 /44 /41 /40 /41 /42 /43 /44 /45 /46 □ /48 /52 /50 /44 /40 /44 /41 /45 /44 /53 /46 □ /54 /42 /50 /55 /56 /44 /46 /44 /57 /2 /58 /59 /60 /61 /62 /30 /63 /64 /65 □ /63 /62 /35 /61 /65 /33 □ /66 /67 /8 /61 /65 /62 /63 /64 /65 /58 /36 /2 /32 /58 /17 /66 /9 /8 /35 /66 □ /68 /61 /17 □ /69 /61 /30 /9 □ /66 /67 /8 /61 /65 /62 /63 /64 /65 /70 /32 /0 /58 /32 /30 /64 /61 /71 □ /30 /64 /62 /8 /63 /17 /61 /35 □ /8 /30 /61 /62 /66 □ /63 /63 /63 /36 /0 /58 /0 /62 /17 /24 □ /9 /61 /10 /72 □ /8 /10 /66 /62 /68 /69 /17 /66 /10 /63 /61 /65 □ /38 /30 /73 /10 /38 /30 /74 /74 /0 /32 /32 /4 /3 /36 /36 □ /65 /66 /75/8 /64 /10 /17 □ /68 /35 /76 /33 □ /77 /76 /73 /66 /78 /2 /32 /0 /32 /59 /30 /64 /61 /71 □ /30 /66 /61 /35 /17 /30 □ /38 /66 /65 /17 /66 /10 □ /32 /36 /36 /16 /32 /58 /36 □ /62 /73 /8 /66 /10 /63 /64 /10 /0 /32 /0 /32 /0 /65 /64 /10 /17 /30 □ /65 /66 /75/8 /64 /10 /17 □ /38 /66 /65 /17 /66 /10 /36 /0 /70 /4 /3 /4 /59 □ /64 /35 /33 □ /65 /66 /75/8 /64 /10 /17 □ /9 /66 /33 /63 /38 /61 /35 □ /64 /60 /60 /63 /38 /66 □ /71 /8 /61 /36 /0 /70 /32 /9 /61 /10 /63 /65 /66 /10 /79 /62 □ /8 /64 /63 /65 /17 /66 □ /4 /3 /5 /36 /2 /32 □ /62 /80 □ /60 /17 □ /38 /64 /9 /9 /66 /10 /38 /63 /61 /35 □ /38 /66 /65 /17 /66 /10/59 /4 /0 /74 /2 /68 /61 /38 /72 □ /68 /61 /69 □ /35 /61 /65 /33 /63 /65 /71 □ /3 /36 /36 □ /66 /38 /30 /36 /0 /74 /58 /68 /63 /10 /38 /30 □ /65 /66 /75/8 /64 /10 /17 □ /66 /67 /66 /38 /73 /17 /63 /76 /66 □ /38 /17 /10 /74 /36 /0 /74 /32 /66 /68 /68 □ /17 /63 /33 /66 □ /10 /66 /62 /63 /33 /66 /65 /17 /63 /61 /35 /4 /36 /0 /74 /70 /66 /65 /38 □ /8 /10 /66 /16 /62 /38 /30 /64 /64 /35 /36 /0 /74 /74 /68 /61 /35 /68 /64 /61 □ /9 /61 /10 /63 /65 /61 □ /75/66 /62 /17 /36 /0 /74 /0 /65 /66 /75/8 /64 /10 /17 □ /38 /10 /64 /62 /62 /63 /65 /71 /62 /36 /0 /59 /36 /9 /81 /22 /11 /81 /31 □ /30 /13 /81 /22 /11 □ /16 □ /76 /20 /29 /18 /25 /15 /11 □ /62 /11 /25 /20 /13 /14 □ /38 /11 /25 /15 /11 /14 /36 /0 /59 /2 /73 /12 /15 /13 /26 /25 □ /65 /11 /26 /12 /13 /14 /15 /7 □ /8 /23 /18 /22 /11 □ /2 □ /16 □ /17 /14 /18 /25 /22 □ /33 /11 /29 /11 /39 □ /10 /20 /28 /23 /15 /22 □ /77 /17 /33 /10 /78/32 /0 /59 /4 /73 /12 /15 /13 /26 /25 □ /65 /11 /26 /12 /13 /14 /15 /7 □ /8 /23 /18 /22 /11 □ /4 □ /64 /25 /39 /82 /36 /0 /59 /3 /10 /11 /22 /20 /83 /11 /25 /21 /11 /22 □ /18 /15 □ /58 /58 /36 /36 □ /76 /72 /36 Apx - 239
15-359
/0 /1 /2 /3 /1 /4 /2 /5 □ /4 /7 /4 /2 □ /8 /9 /10 /11 /12 /13 /14 /15 □ /16 □ /17 /14 /18 /19 /19 /20 /21 /22 /23 /15 /15 /12 /22 /7 /1 /1 /22 /15 /18 /19 /19 /24 /25 /11 /26 /12 /13 /14 /15 /27 /11 /18 /21 /23 /21 /18 /24 /28 /13 /29 /1 /17 /14 /18 /19 /19 /20 /21 /22 /1 /30 /13 /31 /11 /1 /10 /11 /12 /13 /14 /15/4 /1 /32 /33 /12 /12 /14 /13 /29 /11 /34 □ /8 /14 /13 /35 /11 /21 /15 /22 □ /36 /37 /38 □ /39 /13 /40 /41 /31 /11 □ /42 /41 /31 /31 /18 /14 /43 □ /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /10/11 /12 /13 /14 /15 /45 /46 /47 /46 /48 /46 /49/46 /45 /50 /45 /51 /45 /52 /47 /50 /47 /51 /47 /52 /48 /50 /48 /51 /48 /52 /49/50 /49/51 /49/52 /53 /54 /55 /4 /32 /2 /2 /37 /37 /4 /4 /37 /4 /32 /37 /32 /56 /37 /37 /37 /37 /57 /54 /4 /3 /2 /2 /2 /55 /37 /37 /55 /2 /0 /37 /2 /2 /37 /2 /37 /55 /37 /37 /37 /37 /45 /46 /47 /46 /48 /46 /49/46 /45 /50 /45 /51 /45 /52 /47 /50 /47 /51 /47 /52 /48 /50 /48 /51 /48 /52 /49/50 /49/51 /49/52 /53 /54 /36 /4 /58 /56 /37 /37 /32 /3 /36 /2 /0 /37 /37 /37 /56 /37 /37 /37 /57 /54 /3 /58 /2 /3 /4 /4 /37 /37 /2 /0 /2 /36 /3 /2 /37 /37 /37 /2 /36 /55 /37 /37 /37 /45 /46 /47 /46 /48 /46 /49/46 /45 /50 /45 /51 /45 /52 /47 /50 /47 /51 /47 /52 /48 /50 /48 /51 /48 /52 /49/50 /49/51 /49/52 /53 /54 /3 /56 /56 /0 /32 /36 /37 /37 /3 /56 /37 /37 /56 /0 /37 /4 /37 /0 /4 /0 /37 /37 /37 /57 /54 /0 /37 /3 /37 /2 /32 /4 /37 /37 /0 /37 /37 /37 /3 /37 /37 /2 /37 /0 /58 /3 /56 /37 /37 /37 /45 /46 /47 /46 /48 /46 /49/46 /45 /50 /45 /51 /45 /52 /47 /50 /47 /51 /47 /52 /48 /50 /48 /51 /48 /52 /49/50 /49/51 /49/52 /53 /54 /58 /58 /37 /2 /4 /4 /37 /58 /37 /37 /58 /37 /37 /37 /37 /2 /36 /2 /37 /55 /37 /57 /54 /2 /55 /55 /37 /56 /4 /37 /2 /55 /37 /37 /55 /37 /37 /37 /37 /58 /32 /32 /37 /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /55 /2 /32 /32 □ /7 /7 /7 □ /44 /10 /39 /44 /60 /61 □ /33 /39 /61 □ /1 □ /62 /33 /9 /8 /63 /42 □ /64 /10 □ /65 /10 /44 /42 /17 /66 /67 □ /42 /17 /68 /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /55 /2 /56 /37 □ /7 /7 /7 □ /65 /10 /44 /42 /17 /66 /67 □ /42 /17 □ /1 □ /65 /44 /10 /62 /30 □ /42 /17 □ /68 /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /55 /2 /58 /37 □ /7 /7 /7 □ /69 /33 /9 /65 /66 /10 /61 /61 □ /10 /64 □ /1 □ /65 /10 /44 /42 /17 /66 /67 □ /42 /17 □ /68 /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /55 /2 /58 /4 □ /7 /7 /7 □ /62 /33 /9 /8 /63 /42 □ /64 /10 □ /1 □ /65 /10 /44 /42 /17 /66 /67 □ /42 /17 □ /60 □ /68 Apx - 240
15-360
/0 /1 /2 /3 /1 /4 /2 /5 □ /4 /7 /4 /2 □ /8 /9 /10 /11 /12 /13 /14 /15 □ /16 □ /17 /14 /18 /19 /19 /20 /21 /22 /23 /15 /15 /12 /22 /7 /1 /1 /22 /15 /18 /19 /19 /24 /25 /11 /26 /12 /13 /14 /15 /27 /11 /18 /21 /23 /21 /18 /24 /28 /13 /29 /1 /17 /14 /18 /19 /19 /20 /21 /22 /1 /30 /13 /31 /11 /1 /10 /11 /12 /13 /14 /15/3 /1 /32 /33 /12 /12 /14 /13 /29 /11 /34 □ /8 /14 /13 /35 /11 /21 /15 /22 □ /36 /37 /38 □ /39 /13 /40 /41 /31 /11 □ /42 /41 /31 /31 /18 /14 /43 □ /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /10/11 /12 /13 /14 /15 /45 /46 /47 /46 /48 /46 /49/46 /45 /50 /45 /51 /45 /52 /47 /50 /47 /51 /47 /52 /48 /50 /48 /51 /48 /52 /49/50 /49/51 /49/52 /53 /54 /32 /3 /0 /37 /2 /2 /4 /4 /3 /37 /37 /2 /55 /4 /3 /37 /37 /37 /2 /2 /0 /36 /3 /56 /54 /2 /0 /2 /36 /37 /32 /0 /36 /2 /2 /37 /37 /36 /2 /37 /37 /37 /37 /55 /57 /0 /57 /45 /46 /47 /46 /48 /46 /49/46 /45 /50 /45 /51 /45 /52 /47 /50 /47 /51 /47 /52 /48 /50 /48 /51 /48 /52 /49/50 /49/51 /49/52 /53 /54 /32 /36 /2 /55 /36 /37 /37 /58 /3 /57 /2 /58 /37 /55 /0 /0 /0 /37 /37 /37 /37 /37 /37 /56 /54 /4 /2 /3 /36 /2 /37 /37 /55 /2 /58 /58 /3 /37 /37 /3 /4 /57 /0 /37 /37 /37 /37 /37 /37 /45 /46 /47 /46 /48 /46 /49/46 /45 /50 /45 /51 /45 /52 /47 /50 /47 /51 /47 /52 /48 /50 /48 /51 /48 /52 /49/50 /49/51 /49/52 /53 /54 /2 /0 /32 /32 /57 /2 /4 /4 /57 /37 /2 /4 /58 /58 /3 /37 /2 /36 /0 /3 /4 /37 /32 /4 /2 /32 /2 /4 /2 /56 /54 /36 /2 /57 /36 /2 /58 /36 /2 /37 /58 /37 /4 /58 /32 /57 /4 /57 /2 /4 /2 /4 /2 /57 /2 /55 /57 /37 /4 /3 /58 /2 /2 /3 /45 /46 /47 /46 /48 /46 /49/46 /45 /50 /45 /51 /45 /52 /47 /50 /47 /51 /47 /52 /48 /50 /48 /51 /48 /52 /49/50 /49/51 /49/52 /53 /54 /3 /36 /3 /0 /37 /2 /55 /37 /3 /4 /55 /37 /3 /0 /37 /37 /37 /37 /2 /55 /37 /37 /56 /54 /32 /3 /3 /57 /37 /2 /37 /37 /3 /58 /2 /55 /37 /3 /57 /37 /37 /37 /37 /2 /37 /37 /37 /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /57 /2 /58 /32 □ /7 /7 /7 □ /60 /10 /44 /42 /17 /61 /62 □ /42 /17 □ /63 □ /1 □ /60 /44 /10 /64 /30 □ /42 /17 □ /65 /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /57 /2 /0 /37 □ /7 /7 /7 □ /66 /33 /9 /60 /61 /10 /67 /67 □ /10 /68 □ /1 □ /60 /10 /44 /42 /17 /61 /62 □ /42 /17 □ /63 □ /65 /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /57 /4 /58 /32 □ /7 /7 /7 □ /66 /33 /9 /60 /61 /10 /67 /67 □ /10 /68 □ /1 □ /9 /33 /64 /33 /10 /17 /30 /69 /10 □ /60 /62 /39 /68 □ /65 /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /57 /4 /36 /32 □ /7 /7 /7 □ /9 /33 /64 /33 /10 /17 /30 /69 /10 □ /60 /62 /39 /68 □ /1 □ /63 /67 /70/8 /61 /10 /17 □ /8 /62 /33 /64 /67 □ /68 /10 □ /39 /61 /63 □ /71 /33 /10 /9 /33 /63 □ /33 /39 /67 /65 Apx - 241
15-361
/0 /1 /2 /3 /1 /4 /2 /5 □ /4 /7 /4 /2 □ /8 /9 /10 /11 /12 /13 /14 /15 □ /16 □ /17 /14 /18 /19 /19 /20 /21 /22 /23 /15 /15 /12 /22 /7 /1 /1 /22 /15 /18 /19 /19 /24 /25 /11 /26 /12 /13 /14 /15 /27 /11 /18 /21 /23 /21 /18 /24 /28 /13 /29 /1 /17 /14 /18 /19 /19 /20 /21 /22 /1 /30 /13 /31 /11 /1 /10 /11 /12 /13 /14 /15/32 /1 /33 /34 /12 /12 /14 /13 /29 /11 /35 □ /8 /14 /13 /36 /11 /21 /15 /22 □ /37 /38 /39 □ /40 /13 /41 /42 /31 /11 □ /43 /42 /31 /31 /18 /14 /44 □ /45 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /10/11 /12 /13 /14 /15 /46 /47 /48 /47 /49 /47 /50/47 /46 /51 /46 /52 /46 /53 /48 /51 /48 /52 /48 /53 /49 /51 /49 /52 /49 /53 /50/51 /50/52 /50/53 /54 /55 /4 /56 /32 /57 /3 /0 /57 /56 /38 /4 /56 /38 /2 /4 /3 /2 /3 /4 /37 /2 /2 /38 /38 /2 /56 /33 /38 /58 /55 /3 /38 /0 /32 /4 /0 /32 /2 /38 /3 /38 /38 /33 /4 /32 /38 /4 /2 /32 /2 /33 /38 /38 /2 /32 /4 /56 /46 /47 /48 /47 /49 /47 /50/47 /46 /51 /46 /52 /46 /53 /48 /51 /48 /52 /48 /53 /49 /51 /49 /52 /49 /53 /50/51 /50/52 /50/53 /54 /55 /0 /4 /32 /4 /38 /56 /38 /0 /4 /38 /4 /32 /38 /38 /38 /38 /38 /38 /38 /56 /58 /55 /57 /2 /37 /57 /38 /32 /38 /57 /2 /38 /37 /56 /37 /38 /38 /38 /38 /38 /38 /32 /46 /47 /48 /47 /49 /47 /50/47 /46 /51 /46 /52 /46 /53 /48 /51 /48 /52 /48 /53 /49 /51 /49 /52 /49 /53 /50/51 /50/52 /50/53 /54 /55 /2 /32 /32 /4 /37 /57 /4 /2 /37 /2 /2 /57 /2 /38 /38 /4 /56 /2 /4 /38 /32 /4 /38 /38 /58 /55 /56 /2 /2 /2 /0 /4 /2 /2 /38 /2 /38 /33 /57 /33 /38 /2 /2 /56 /4 /2 /38 /4 /38 /2 /38 /38 /38 /46 /47 /48 /47 /49 /47 /50/47 /46 /51 /46 /52 /46 /53 /48 /51 /48 /52 /48 /53 /49 /51 /49 /52 /49 /53 /50/51 /50/52 /50/53 /54 /55 /32 /57 /0 /57 /38 /38 /38 /32 /4 /32 /38 /0 /57 /38 /38 /38 /38 /38 /38 /38 /58 /55 /2 /4 /38 /57 /57 /38 /56 /38 /2 /2 /3 /56 /38 /57 /57 /38 /38 /38 /38 /56 /38 /38 /45 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /32 /4 /0 /33 □ /7 /7 /7 □ /60 /45 /10 /61 /30 □ /43 /17 □ /1 □ /9 /34 /61 /34 /10 /17 /30 /62 /10 □ /60 /63 /40 /64 □ /65 /45 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /32 /3 /38 /38 □ /7 /7 /7 □ /61 /34 /9 /8 /62 /43 □ /64 /10 □ /1 □ /9 /34 /61 /34 /10 /17 /30 /62 /10 □ /60 /63 /40 /64 □ /65 /45 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /32 /3 /38 /33 □ /7 /7 /7 □ /66 /34 /9 /60 /67 /10 /68 /68 □ /10 /64 □ /1 □ /61 /34 /9 /8 /62 /43 □ /64 /10 □ /65 /45 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /32 /56 /57 /33 □ /7 /7 /7 □ /66 /34 /9 /60 /67 /10 /68 /68 □ /10 /64 □ /1 □ /68 /34 /43 /17 /60 /63 /62 /69 /69 □ /64 /10 □ /1 □ /62 /70 /45 /40 /68 /10 /43 /45 /17 /71 □ /64 /10 /65 Apx - 242
15-362
/0 /1 /2 /3 /1 /4 /2 /5 □ /4 /7 /4 /2 □ /8 /9 /10 /11 /12 /13 /14 /15 □ /16 □ /17 /14 /18 /19 /19 /20 /21 /22 /23 /15 /15 /12 /22 /7 /1 /1 /22 /15 /18 /19 /19 /24 /25 /11 /26 /12 /13 /14 /15 /27 /11 /18 /21 /23 /21 /18 /24 /28 /13 /29 /1 /17 /14 /18 /19 /19 /20 /21 /22 /1 /30 /13 /31 /11 /1 /10 /11 /12 /13 /14 /15/32 /1 /32 /33 /12 /12 /14 /13 /29 /11 /34 □ /8 /14 /13 /35 /11 /21 /15 /22 □ /36 /37 /38 □ /39 /13 /40 /41 /31 /11 □ /42 /41 /31 /31 /18 /14 /43 □ /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /10/11 /12 /13 /14 /15 /45 /46 /47 /46 /48 /46 /49/46 /45 /50 /45 /51 /45 /52 /47 /50 /47 /51 /47 /52 /48 /50 /48 /51 /48 /52 /49/50 /49/51 /49/52 /53 /54 /3 /37 /32 /2 /36 /2 /55 /2 /4 /2 /36 /37 /56 /0 /4 /4 /32 /2 /2 /57 /2 /37 /58 /54 /36 /57 /56 /37 /2 /37 /2 /37 /56 /57 /56 /2 /36 /37 /4 /0 /2 /2 /32 /3 /4 /57 /56 /37 /44 /25 /15 /11 /14 /22 /11 /21 /15 /20 /13 /25 □ /59 /56 /0 /0 /32 □ /7 /7 /7 □ /60 /44 /42 /61 /62 □ /33 /39 /63 □ /1 □ /9 /33 /64 /33 /10 /17 /30 /65 /10 □ /60 /66 /39 /67 □ /68 Apx - 243
15-363
C
umulative (Pending) Projects List – September 2021
Projects of significant size to have a potential cum ulative impact
1 400 Bristol St
Medical Offices
1400 Bristol St. North New: 37,515 SF medical office
Existing: 37,515 SF general office
Newport Beach
P
orsche
445 E. Coast Hwy New:
• Two-level 143,494 SF dealership with 37
service bays
Existing:
• Single story auto dealership
The Garden
R
estaurant
2902 W. Coast Hwy New:
• 7,705 SF quality restaurant with 2,535 SF
rooftop dining
• 747 SF commercial
Newport Village 2000/2200/2244 West Coast
H
wy and
2001-2241 West Coast Hwy
New:
N
orth Parcel
• 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 café/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
N
ewport Center
150 Newport Center Dr
No traffic phasing ordinance
study.
New: 28 residential (condominiums) DU
Existing: Car wash
1300 Bristol St
R
esidences
1300 Bristol St North New:
• 193 residential (apartments) DU
Existing:
• 33,292 SF general office
Starbucks 2122 Bristol St South N ew: 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
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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
Description Location Determination/Status Discretionary Actions Project Planner
1400 Bristol St.
Medical Offices
A tentative parcel map , condominium
conversion, conditional use permit ,
modification permit, and traffic study for
an office complex that comprises of two,
two-story buildings totaling 37,515
square feet. A modification permit i s
required for the addition of 17 lift parking
spaces. A conditional use permit is
required since there is a 2 1-space
parking deficit.
1400 Bristol St. N.
Application submitted April 1, 2020.
Application continued by the Planning
Commission on June 3, 2021.
Application incomplete due to
revisions required for the parking
study.
• Conditional Use Permit
No. UP2020-185
• Condominium
Conversion No.
CC2020-002
• Tentative Parcel Map
No. NP2020-003
• Modification Permit No.
MD2021-002
• Traffic Study No.
TS2021-001
David Lee
Newport Beach
Porsche
A coastal development permit,
conditional use permit, and major site
development review to demolish an
existing, single story Porsche dealership
and construct a new two -level, 143,494
square-foot dealership building which
includes 37 service bays, show room,
parts storage, offices, and parking.
Parking is also proposed on the rooftop
of the building. The existing 3,961 -
square-foot Bentley dealership is to
remain.
445 East Coast Highway
Application submitted November 3,
2020. Application incomplete due to
comments from City departments.
• Major Site Development
Review SD2020-###
• Coastal Development
Permit No. CD2020-###
• Conditional Use Permit
No. UP2020-###
(PA2020-319)
David Lee
215 Riverside Office
and Parking
Structure
(PA2019023)
A coastal development permit to
demolish an existing restaurant/office
building, and associated surface parking
lot and to construct a new 41-space two
level parking structure and a 2,744 -
square-foot office building.
215 Riverside Avenue
Class 32 Exemption. Application on
appeal to California Coastal
Commission. City Council approved
on May 12, 2020.
• Conditional Use Permit
• Coastal Development
Permit
Makana
Nova
The Garden
Restaurant
(PA2019-006)
A coastal development permit,
conditional use permit, traffic study, and
operator license for conversion of an
existing retail building for a new 7,705-
gross-square-foot fine restaurant and
2,535-square-foot roof top outdoor
dining terrace.
2902 West Coast Highway
Class 32 Exemption under
preparation. Traffic study completed.
Parking management plan requested
from applicant. No current application
activity.
▪ Coastal Development
Permit
▪ Conditional Use Permit
▪ Operator License
▪ Site development review
▪ Traffic Study
Makana
Nova
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Description Location Determination/Status Discretionary Actions Project Planner
Newport Village
(PA2017-253)
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
buildings at 2241 West Coast Highway
and 2244 West Coast Highway) and the
construction of 128,640 square feet of
nonresidential uses (retail, vehicle/boat
sales, office and food service), 108
apartment units, 14 condominiums, and
subterranean/surface parking garages
with 827 parking spaces. The project
includes a new public walkway along the
waterfront and marina improvements. The
maximum height of buildings on the north
parcel is 26 feet for a flat roof and 31 feet
for a pitched roofline measured from
established grade. The maximum height
of buildings on the south parcel is 35 feet
for a flat roof measured from established
grade.
2200-2244 West Coast
Highway and 2001-22241 West
Coast Highway Newport Village
(former Ardell site)
Application submitted on December
4, 2017. Revised project plans
submitted on July 2020, deemed
incomplete by Staff September 2020.
NOP and EIR Scoping meeting held
November of 2019. Draft EIR under
preparation.
▪ Approval in Concept No.
AIC2018001
▪ Coastal Development
Permit No. CD2017-108
▪ Conditional Use Permit
No. UP2017-032
▪ Site Development Review
No.SD2017-011
▪ Traffic Study No. TS2018-
001
▪ Tentative Tract Map No.
NT2017-006
▪ Environmental Impact
Report No. ER2017-002
Liz
Westmorel
and
Residences at
Newport Center
Demolition of existing carwash and
construction of 28 condominium units. No
traffic study (TPO Analysis) required.
150 Newport Center Drive
Application submitted on 01/31/2020,
deemed incomplete. DEIR review
period ended June 14, 2021.
Planning Commission hearing
scheduled August 19, 2021.
▪ Development Agreement
No. DA2020-001
▪ General Plan Amendment
No. GP2020-001
▪ Zoning Code Amendment
No. CA2020-008
▪ Planned Community
Development Plan No.
PC2020-001
▪ Major Site Development
Review No. SD2020-001
▪ Tentative Tract Map No.
NT2020-001
▪ Environmental Impact
Report ER2021-002
Liz
Westmorel
and
1300 Bristol
Residences
Demolition of existing office building,
construction of 193 apartments (24 low
income). The podium -style building
includes 5 levels of apartments, 1 level
of at-grade parking garage, and 2 levels
of subterranean parking.
1300 North Bristol Street
Application submitted on June 30,
2021. Deemed incomplete on July 29,
2021. Addendum to 2006 General
Plan EIR is anticipated.
• Site Development
Review SD2021 -003
• Traffic Study
• Affordable Housing
Implementation Plan
• EIR Addendum
• Transfer of
Development Rights
Rosalinh
Ung/Chels
ea Crager
*UCI North Campus
Hospital Project
Construct new 350,000 sq. ft. hospital
that will include emergency services, a
200,000 sq. ft. ambulatory care center, a
central plant, and parking structure.
UCI North Campus, West of
Jamboree and Birch
Approved January 2021.
Construction anticipated to be
completed in 2025.
• EIR
• LRDP Amendment
University of
CA Lead
Agency
*UCI North Campus
Child Health/Medical
Office
Replace buildings near the intersection
of Jamboree and Birch
Street with 168 k GSF, 5 -story Center
for Child Health/Medical Office building
and 800-space parking garage.
UCI North Campus, West of
Jamboree and Birch
Construction planned 2021 -2022.
City of Newport Beach will review
proposed restriping on Jamboree
within the City’s boundaries.
• IS/MND
University of
CA Lead
Agency
Starbucks - Birch
Convert an existing fast -food restaurant
into a fast-food restaurant specializing in
beverages (Starbucks)
2122 Bristol Street Applied 7/26/2021
• Use Permit
• Parking Waiver
• Traffic Study Patrick
Achis
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Description Location Determination/Status Discretionary Actions Project 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
2510 PCH
Mixed-Use
Development
Demolition of a 4,487 square foot
boat sales and construct a new
mixed-use development. Project
includes a 5,096 square foot office
and 36 dwelling units. 33 units will be
market rate and 3 will be affordable.
2510 West Coast
Hwy
2530 West Coast
Hwy
Approved July 27, 2021
• Coastal Development
Permit
• Tentative Parcel Map
• Conditional Use
Permit
• Major Site
Development Review
Matthew Schneider No 0%
Residences at
4400 Von
Karman
(PA2020-061)
312 apartment units atop an 825-
space parking structure, a separate
294-space, free-standing parking
structure, and one-acre public park.
4400 Von Karman
Avenue
Application submitted on April
21, 2020. Addendum to 2006
General Plan Program EIR is
completed. Planning
Commission recommended
approval of project on
November 5, 2020. City
Council approved on January
26, 2021
• Planned Community
Development Plan
Amendment No.
PD2020 -001
• Site Development
Plan No. SD2020 -006
• Lot Line Adjustment
No. LA2020 -002
• Affordable Housing
Implementation Plan
No. AAH2020 -003
• Traffic Study No.
TS2020 -001
• Development
Agreement No
DA2020 -002
• Addendum No.
ER2020 -003
Rosalinh Ung Yes 0%
Newport
Airport Village
Mixed-use
(PA2014-225)
General Plan amendment to re-
designate 16 acres of Campus Tract
from Airport Office and Supporting
Uses (AO) to Mixed Use Horizontal 2
(MU-H2) to allow for 329 replacement
dwelling units, a zoning code
amendment to change the zoning
district from Office Airport (OA) to
Planned Community (PC) and
approval of Planned Community
Development Plan and, approval of
an Development Agreement.
4341 Birch St
4401 Birch St
4320 Campus Dr
4340 Campus Dr
4360 Campus Dr
4500 Campus Dr
4540 Campus Dr
4570 Campus Dr
4600 Campus Dr
4630 Campus Dr
4647 MacArthur
Blvd
Planning Commission
recommended approval
06/04/20. City Council
approved 09/22/20.
• General Plan
Amendment No.
GP2014 -004
• Code Amendment No.
CA2014 -225
• Planned Community
Development Pl an No.
PC2020 -02
• Development
Agreement No.
DA2014 -003
▪ EIR Addendum
No. ER2020 -02
Jim Campbell No 0%
Newport
Crossings
(PA2017-107)
A Site Development Review for the
development of a mixed-use
residential project consisting of 350
rental units, 7,500 square feet of
commercial use, and a 0.5-acre
public park on a 5.7-acre property
known as MacArthur Square. The
application includes a request for
density bonus and development
incentive/waivers.
1701 Corinthian
Way, 4251, 4253
& 4255 Martingale
Way, 4200, 4220
& 4250 Scott
Drive and 1660
Dove Street
Application submitted on May
31, 2017. Draft EIR completed.
Approved by Planning
Commission on February 21,
2019. Plan check submitted
11/17/20 and under review.
▪ Site Development
Review No.
SD2017-004
▪ Lot Line
Adjustment No.
LA2018-004
▪ Affordable Housing
Implementation
Plan No. AH2018-
001
Jaime Murillo Yes 0%
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Percent
Occupied
Mesa Drive
Town Homes
(PA2017-218)
8-unit condominium
1501 Mesa Dr.
20462 Santa Ana
Ave.
City Council Upheld Planning
Commission Approval on
August 18,2019. Class 32
CEQA Exemption. Project is in
plan check.
• Tentative Map No.
NT2017-003
▪ Site Development
Review No.
SD2017-008
Liz
Westmoreland No 0%
Vivante Senior
Living
(PA2018-185)
General Plan amendment, Planned
Community Development Plan
amendment, development
agreement, major site development
review, conditional use permit, and
lot merger for 90-units of senior
housing and 27-bed memory care
facility.
850 & 856 San
Clemente Drive
Project approved by City
Council on September 10,
2019. Projects issued on
October 1, 2020 and project is
in under construction.
▪ General Plan
Amendment No.
GP2018-003
▪ Planned
Community
Development Plan
No. PC2018-001
▪ Site Development
Review No.
SD2018-003
▪ Conditional Use
Permit No.
UP2018-019
▪ Lot Merger No.
LM2018-004
▪ Development
Agreement No.
DA2018-005
▪ Addendum to
Environmental
Impact Report
No.ER2016-002
Makana Nova No 0%
ENC
Preschool
(PA2015-079)
Environmental Nature Center
Preschool 745 Dover Drive
Building finaled and occupied
in September of 2019. Building
permits issued Jul. 2, 2018;
Planning Commission
Approved 01/21/2016. Class
32 CEQA Exemption. Permits
finaled and school is
operational.
▪ Minor Use Permit No.
UP2015-020
▪ Traffic Study No.
TS2015-001
Makana Nova Yes 100%
Birch Newport
Executive
Center
(PA2014-121)
The project includes the re-
subdivision of four lots into three lots
for commercial development and for
condominium purposes, and the
construction of two, 2-story medical
office buildings totaling 64,000
square feet in gross floor area and a
324-space surface parking lot.
20350 & 20360
Birch Street
(Formerly 20352 –
20412 Birch St)
Application submitted on
08/05/2014.
Application and Addendum to
MND approved by Planning
Commission on 02/19/2015.
Shell permits finaled in April
2017. 100% occupied June,
2019
▪ Site Development
Review No. SD2014-
005
▪ Minor Use Permit No.
UP2014-032
▪ Traffic Study No.
TS2014-006
▪ Parcel Map No.
NP2014-017
▪ Addendum to
Mitigated Negative
Declaration (PA2006-
280)
Jaime Murillo Yes 100%
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Percent
Occupied
Ebb Tide
(PA2014-110)
The project includes a Tentative
Tract Map application to subdivide a
4.7-acre site for 83 residential lots
and a Site Development Review
application for the construction of 83
single-unit residences, private
streets, common open space, and
landscaping. The Planned
Community Development Plan is
proposed to establish guidelines for
development of the project site
consistent with the General Plan.
The Code Amendment is proposed to
amend the Zoning Map to change the
Zoning District from Multiple-Unit
Residential (RM) to Planned
Community (PC).
1560 Placentia
Drive
Application submitted on
06/20/2014.
An MND was prepared. The
project was approved and the
MND was adopted by the
Planning Commission on
August 6, 2015.
Under construction. Initial 4 of
8 phases are complete and
occupied and the remaining
are under construction;
however, a construction defect
has rendered the initial phases
uninhabitable. The developer
is correcting the issue.
▪ Tentative Tract Map
No. NT2014-002
▪ Traffic Study No.
TS2014-007
▪ Planned Development
Permit No. PL2015-
001
▪ Mitigated Negative
Declaration No.
ND2015-002
Jim Campbell Yes 20%
Lido Villas
(DART)
(PA2012-146)
Request for the demolition of an
existing church and office building and
legislative approvals for the
development of 23 attached three -
story townhome condominiums.
3303 and 3355
Via Lido
Generally
bounded by Via
Lido, Via Oporto,
and Via Malaga.
Project construction is
complete and occupied as of
November, 2020. Building
permits issued Apr. 17, 2018.
Discretionary applications are
still valid since tract map was
submitted to Public Works for
recordation. Application
approved November 12, 2013.
CLUP Amendment approved
by CCC on March 12, 2014.
CDP application Approved by
CCC on 10/09/2014.
▪ General Plan
Amendment
▪ Coastal Land Use
Plan Amendment
▪ Zoning Code
Amendment
▪ Planned Community
Development Plan
▪ Site Development
Review
▪ IS/Mitigated Negative
Declaration
▪ Tentative Tract Map
Makana
Nova/David Lee No 100%
Uptown
Newport
Mixed Use
Development
(PA2011-134)
Development of 1,244 residential
units and 11,500 sf. of commercial
retail
4311 & 4321
Jamboree Rd
EIR, Tentative Tract Map,
Traffic Study, and AHIP were
approved by City Council on
2/26/2013. The PC
Development Plan and
Development Agreement were
approved on 3/12/2013. North
and South Buildings have
been completed with a total of
366 market rate units and 92
affordable units. 1-acre public
park completed and occupied.
Plan check submitted for a 30-
unit condominium
development.Commercial
component on hold.
• PC Development Plan
Amendment and
Adoption
• Tentative Tract Map
• Traffic Study (TPO)
• AHIP
• DA
• Airport Land Use
Commission
• Environmental Impact
Report
Chelsea Crager Yes 5%
10 Big Canyon
(PA2010-092)
Mitigated Negative Declaration for
rough grading for development of a
single-family residence.
10 Big Canyon
IS/MND approved 12/20/2011.
Project has not been
constructed.
▪ IS/MND Makana Nova No 0%
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Percent
Occupied
Plaza Corona
del Mar
(PA2010-061)
Development of 1,750 sf new office
space and six (6) detached
townhomes.
3900-3928 East
Coast Highway
Application approved by
Planning Commission on
1/03/13. Staff Approval No.
SA2013-015 (PA2013-245)
approved December 10, 2013
and Staff Approval No.
SA2014-April 10, 2015 to allow
the reconstruction of Gallo’s
and reduction of commercial
scope. CEQA Class 32
exemption.
Building permits for residential
portion issued 03/17/2017.
Commercial portion issued
Feb. 1, 2018.Under
construction.
• Site Development
Review
• Variance
• Conditional Use
Permit
• Tentative Tract Map
• Modification Permit
Makana Nova No 0%
Old Newport
GPA Project
(PA2008-047)
Demolition of 3 existing buildings to
construct a new 25,000-sf medical
office building.
328, 332, and 340
Old Newport Blvd
IS/MND and project approved
on March 9, 2010.
Shell building completed
February 2020.
Medical office TI permitted
February 19, 2021 and under
construction.
▪ Modification Permit
▪ Traffic Study
▪ Use Permit
▪ GP Amendment
▪ Mitigated Negative
Declaration
Jaime Murillo Yes 0%
Hoag
Memorial
Hospital
Presbyterian
Master Plan
Update Project
(PA2007-073)
Reallocation of up to 225,000 sf of
previously approved (but not
constructed) square footage from the
Lower Campus to the Upper
Campus.
1 Hoag Dr;
northwest of West
Coast Hwy and
Newport Blvd
Final EIR certified and project
approved on May 13, 2008. No
new major development has
been constructed or is planned
in the near future.
▪ EIR
▪ GP Amendment
▪ Planned Community
Development Plan
(PC) Text Amendment
▪ Development
Agreement
Amendment
▪ CDP (CCC)
Jim Campbell Yes 0%
AERIE Project
(PA2005-196)
Residential development including
the following: (a) the demolition of the
existing residential structures on the
1.4-acre site; (b) the development of
8 residential condominium units; and
(c) the replacement, reconfiguration,
and expansion of the existing
gangway platform, pier walkway, and
dock facilities on the site.
201–207
Carnation Ave
and 101 Bayside
Pl; southwest of
Bayside Drive
between Bayside
Pl and Carnation
Ave, Corona del
Mar
Final EIR was certified and
project approved by the City
on July 14, 2009. A CDP has
been approved by the Coastal
Commission. Project is under
construction with completion
anticipated by the end of 2020.
▪ EIR
▪ GP Amendment
▪ Coastal Land Use
Plan (CLUP)
Amendment
▪ Zone Change
▪ Tract Map
▪ Modification Permit
▪ CDP (CCC)
Jim Campbell No 0%
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Percent
Occupied
Vue Newport
(PA2001-210)
A mixed-use development consisting
of 27 residential units and
approximately 36,000 square feet of
retail and office uses
2300 Newport
Boulevard
FEIR certified in February
2006.
Construction is 100%
completed.
Leasing of the commercial and
sales of the residential are
slow
• Site Plan Review
• Use Permit
• Tentative Tract Map
• Environmental Impact
Report
Jim Campbell No 30%
Mariners’
Pointe
(PA2010-114)
A 19,905-sf, two-story commercial
building and a three-story parking
structure.
100 West Coast
Highway
An IS/MND was released for
public review on April 11, 2011.
The MND was certified and the
project approved by the City
Council on August 9, 2011.
Last suite TI finaled on 3/18/20.
• GP Amendment
• Code Amendment
• CUP
• Variance
• Site Development
Review
• Traffic Study
• Mitigated Negative
Declaration
Jaime Murillo Yes 100%
Saint Mark
Presbyterian
Church
(PA2003-085)
Church complex with sanctuary,
fellowship hall, administration building
and pre-school. Total square footage
is 33,867 square feet.
2200 san Joaquin
Hills Road
EIR was released for 45 day
public released on July 21,
2004. Project approved by City
Council October 12, 2004. Pre-
school not entirely constructed.
▪ GP Amendment
▪ PC Text Amendment
▪ Parcel Map
▪ Use Permit
▪ Traffic Study (TPO)
▪ EIR
Gregg Ramirez Yes 77%
Mariners’
Square
(PA2017-248)
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
condominium com plex. The
application includes a request to
establish grade and allow the
residential units facing Irvine Avenue
to encroach 2 feet into the 20 -foot
front setback with portions of the
upper levels for architectural relief and
articulation.
1244 Irvine
Avenue
Approved. Under construction
▪ Site Development
Review No. SD2017-
010
▪ Tentative Tract Map
No. NT2017-005
▪ Modification Permit No.
MD2017-009
Chelsea Crager Yes 0%
Harbor Pointe
Senior Living
(PA2015-210)
General Plan Amendment, Planned
Community Text Amendment,
Conditional Use Permit, and Major
Site Development Review for a new
approximately 85,000 -square-foot
convalescent and congregate care
facility with 121 beds (about 101 care
units). As proposed, the facility will be
developed with one lev el of
subterranean parking and four levels
of living area. The project site is
currently developed with a single -
story restaurant and supporting
surface parking area.
101 Bayview
Place
Scoping meeting held on
August 15, 2016. Project being
revisited and redesigned by
applicant/developer. EIR
preparation on hold as of June
8, 2017. Approved by Planning
Commission on Dec. 6, 2018.
Approved by City Council on
Feb. 12, 2019.
▪ General Plan
Amendment No.
GP2015-004
▪ Planned Community
Text Amendment No.
PD2015-005
▪ Site Development
Review No. SD2015-
007
▪ Conditional Use
Permit No. UP2015-
047
▪ Mitigated Negative
Declaration
Benjamin Zdeba No 0%
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Percent
Occupied
Back Bay
Landing
(PA2011-216)
Request for legislative approvals to
accommodate the future
redevelopment of a portion of the
property with a mixed -use waterfront
project. The Planned Community
Development Plan would allow for the
development of a new enclosed dry
stack boat storage facility for 1 40
boats, 61,534 square fee t of visitor -
serving retail and recreational marine
facilities, and up to 49 attached
residential units.
300 E. Coast
Highway
Generally located
at the
northwesterly
corner of east
Coast Highway
and Bayside Drive
The project was approved by
City Council on February 11,
2014. The Coastal Land Use
Plan Amendment for the
project was approved by the
California Coastal Commission
on December 10, 2015.
Site Development Review and
Coastal Development Permit
application stalled due to
adjacent OCSD Pump Station
Project that may impact project
area.
▪ General Plan
Amendment, Coastal
Land Use Plan
Amendment, Code
Amendment, Planned
Community
Development Plan, Lot
Line Adjustment,
Traffic Study, and
Environmental Impact
Report – approved
▪ CLUP Amendment
approved
▪ Site Development
Review & Coastal
Development Permit
required
Jaime Murillo Yes 0%
Balboa Marina
Expansion
(PA2012-103)
(PA2015-113)
City of Newport Beach Public Access
and Transient Docks and Expansion
of Balboa Marina
• 24 boat slips
• 14,252 SF restaurant
• 664 SF marina restroom
201 E. Coast
Highway
IS/MND was approved by City
Council on November 25,
2014. SDR and CUP were
approved by the City in
February 2016. The CDP was
approved by the CCC in
February 2017.
Plan check never submitted.
▪ IS/MND
▪ Site Development
Review
▪ Conditional Use
Permit
▪ CDP (Coastal
Commission)
Jaime Murillo Yes 0%
Ullman Sail
Lofts
(PA2017-059)
A conditional use permit, minor site
development review, tentative tract
map, and coastal development permit
to demolish an existing 9,962-square-
foot commercial building and
construct a new mixed -use structure
with 694 square feet of retail floor area
and one 2,347 square foot dwelling
unit on Lot 17 and construct three
residential dwelling units ranging from
2,484 square feet to 2,515 square feet
over Lots 18 and 19.
410 and 412 29 th
Street
Planning Commission
approved on July 20, 2019.
Class 32 CEQA Exemption.
Project is under construction
with building permits issued
September 1, 2020.
▪ Coastal Development
Permit No. CD2017-
025
▪ Site Development and
Use Permit No.
SD2017-003,
▪ Conditional Use Permit
No. UP2017-005
▪ Tract Map No. NT2017-
001 (County Tentative
Parcel Map No. 18108)
Makana Nova No 0%
Newport
Beach Country
Club-Tennis
Club Site
(PA2005-140)
(PA2016-124)
(PA2017-091)
Demolition of existing tennis and golf
clubhouses to construct a new 3,735
sf tennis clubhouse and 35,000 sf golf
clubhouse. Included in the project are
27 short-term visitor-serving units
(bungalows); a b ungalow spa/fitness
area and concierge and guest
meeting facilities; and five single -
family residential dwelling units
(villas).
1602 East Coast
Highway
The project was approved by
the City Council on
03/27/2012. CDP is effective
through November 20, 2021.
Building permits have expired
and a new plan check is
required for the project.
Tentative tract map has been
submitted to the City Engineer
for review.
▪ IS/MND
▪ General Plan
Amendment
▪ Planned Community
Development Plan
▪ Development
Agreement
▪ Limited Term Permit
▪ Conditional Use Permit
▪ Site Development
Review
▪ Coastal Development
Permit
▪ Tentative Parcel Map
▪ Tentative Tract Map
Makana Nova No 0%
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; 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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Rev: 2021-08-16-cc F:\Users\CDD\Shared\Admin\Planning_Division\CEQA\Cumulative_Project_List\cumulative_projects_current.docx CIP Projects with CEQA review:
Project Proposed Land Uses/Project
Description Location Determination/Status Discretionary Actions Project Planner
Confined Aquatic
Disposal (CAD) and
Harbor Dredging
An EIR for harbor dredging and safe
disposal of unsuitable materials in a
confined aquatic disposal facility within
Newport Harbor.
Lower Newport Harbor
between Lido Isle and Bay
Island.
Project initiated in 2019. EIR,
NOA/NOC, and public comment
period 12-04-20 to 01-20-21. Harbor
Commission recommended approval
to CC on 04-14-21. City Council
approved 05-25-21.
▪ Focused EIR
▪ Capital Improvement
Program, City Council
Makana
Nova and
Jaime
Murillo
Chris
Miller
Junior Lifeguard New 4,500 square-foot Junior Lifeguard building and recreation event center. Balboa Village Parking Lot Class 32 exemption. Conceptual
project plans have been prepared.
City Council approved March 9,2021.
Application submitted to CCC, review
in progress.
▪ CDP to CCC
▪ PBR recommendation to
City Council
▪ Class 32 exemption
(TBD)
Makana
Nova
Peter
Tauscher
Fire Station New fire station 2807 Newport Blvd
Class 32 Exempt
Plan check approved. Under
construction.
▪ Class 32 Exemption
▪ CDP and Site
Development Review for
increased height – to PC
Chelsea
Crager
Peter
Tauscher
Sunset Ridge Park
Bridge and parking
lot
Pedestrian and Bicycle Bridge across
Superior Ave, parking lot, and recreation
area
4850 W Coast Hwy
MND NOD to County Clerk
11/21/2020
CDP application submitted, included
addendum to MND
▪ Waiver of Development
Standards
▪ Adopt MND
▪ CDP to ZA
▪ Amendment of Park
CDP to CCC
Chelsea
Crager
Andy Tran
Big Canyon Coastal
Habitat Restoration
and Adaptation
Plan-Phase 2A
(PA2018-078)
A mitigated negative declaration for
Phase 2A of habitat restoration at an
11.3-acre site located at the mouth of
Big Canyon.
1900 Back Bay Drive
Final MND adopted on January 29,
2019. CDP approved by Coastal
Commission on September 11, 2019.
Project under way. Planning work
and feasibility studies for Phase
2B/2C have begun.
▪ Mitigated Negative
Declaration
Makana
Nova
Bob Stein,
Public
Works
Little Corona
Infiltration (PA2015-
096) (15X14)
Installation of a diversion and infiltration
device on a public beach area. Little Corona Beach
Final MND adopted on March 22,
2016. Project is on hold due to
difficulties presented at Coastal
Commission review.
▪ Mitigated Negative
Declaration
▪ Capital Improvement
Program, City Council
Benjamin
Zdeba
John
Kappeler,
Public
Works
Old Newport
Blvd./West Coast
Hwy Widening
(15R19)
Widens the westbound side of West
Coast Highway at Old Newport
Boulevard to accommodate a third
through lane, a right turn pocket and a
bike lane. Realignment of Old Newport
Boulevard maximizes the right turn
pocket st orage length and improves
roadway geometrics.
Intersection of Old Newport
Boulevard and West Coast
Highway
Consultant was selected for project
design in March of 2016. Negative
Declaration draft is completed. City is
requesting lead agency status from
Cal Trans.
• IS/Negative Declaration
• Capital Improvement
Program, City Council Patrick
Arciniega,
Public
Works
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Rev: 2021-08-16-cc F:\Users\CDD\Shared\Admin\Planning_Division\CEQA\Cumulative_Project_List\cumulative_projects_current.docx Project Proposed Land Uses/Project
Description Location Determination/Status Discretionary Actions Project Planner
Arches Storm Drain
Diversion
(16X11)
Arches drain outlet is the endpoint for
two large storm drains that collect and
deliver runoff from neighboring areas to
Newport Harbor. The west storm drain
collects runoff from Hoag Hospital and
areas upstream and the east storm
drain runs along Old Newport
Boulevard and into Costa Mesa
upstream of 15th Street. A conceptual
plan to divert dry weather flows from
these two subwatersheds to the
sanitary sewer system has been
prepared.
Newport Boulevard north of
Coast Highway
Project initiated in 2015. CEQA
determination TBD (exemption?).
Anticipated project start date,
September 2016.
• Capital Improvement
Program, City Council
John
Kappeler,
Public
Works
Bayview Heights
Drainage Treatment
(15X11)
Restores a drainage reach subject to
erosion and creates a wetland at the
end of the reach to benefit
environmental water quality.
Headlands area of Upper Bay
downstream of Mesa Drive
City Council authorized project in
May of 2015. Agency permit
applications were submitted March of
2016. CEQA determination TBD
(exemption?)
• Capital Improvement
Program, City Council
John
Kappeler,
Public
Works
Big Canyon Rehab
Project
(15X12)
Divert about one third of the dry-
weather flow from the creek into a
bioreactor. The bioreactor strips
selenium and other impurities from the
flow. Clean flow is returned to the creek
to reduce the concentration of
pollutants within the stream by 30-35
percent. Storm flows from Jamboree
Road also will be directed to the top
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.
Big Canyon, downstream of
Jamboree Road and south of
Big Canyon Creek
Resource agency applications
submitted March of 2016. Draft MND
issued for public comment March 4,
2016.
• Mitigated Negative
Declaration
• Capital Improvement
Program, City Council
John
Kappeler,
Public
Works
Bay Crossings
Water Main
Replacement
(16W12)
Replaces deteriorating water
transmission mains pursuant to the
Water Master Plan and Bay Crossing
Water Transmission Study.
Newport Harbor A consultant has been selected for
the project design. CEQA TBD
• Capital Improvement
Program, City Council
Patrick
Arciniega,
Public
Works
Library Lecture Hall
Construct an 8-10k square foot
auditorium with approximately 275
seats at the Central Library Site
Central Library near Avocado
Avenue and Bamboo
Courtyard
An architect has been selected for
the project design. Design process
ongoing. Public Hearings anticipated
fall 2021.
• SLUR Amendment
• Zoning Exemptions
• Funding Agreement
• CEQA Categorical
Exemptions
Peter
Tauscher,
Public
Works
Liz
Westmorel
and
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CURRENT DISCRETIONARY PROJECTS UNDER REVIEW
Submittal Date File # Project Description Schedule Decision Maker PlannerPA 2602 McGaw Avenue
9/16/2021 00849561-PPA Traffic Study SOW for new IBC residential project to replace Blue Bay Condos TBD Staff Stacy Tran36 18582 Teller
8/23/2021 00850007-PPA Pre-Application review of Access Study for last-mile warehouse/distribution facility TBD Staff Stacy Tran36 9800 Muirlands
8/23/2021 00849986-PPA Pre-Application review to answer questions TBD Staff Stephanie Frady35 16200 Sand Canyon
8/18/2021 00849853-PPA Pre-Application to review gate stacking analysis leading to Hoag Hospital Irvine temporary parking lot
TBD Staff Hernan DeSantos13
15 Mason
8/9/2021 00848675-PAR Administrative Relief for parking due to low percentage of usable space TBD ZA Victor Mendez35 8/5/2021 00848383-PMPC Minor Modification to Diamond Jamboree for expansion of Coco Ichibanya restaurant TBD Staff Ann Wuu51 1 Magazine Road
8/5/2021 00848855-PPA IUP for green waste composting and grinding facility TBD Staff Sherman Jones51 15215 Barranca Parkway
Monday, August 23, 2021 Page 1 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 7/30/2021 00848382-PSSM Minor modification to sign program for Irvine Station TBD Staff Sherman Jones32 16200 Sand Canyon
7/30/2021 00847699-PTP Tentative Parcel Map 2021-136 to create two parcels TBD SC Hernan DeSantos13 16542 Millikan
7/23/2021 00847594-PCPM 3 year extension to 00740304-PCPU TBD Staff Stephanie Frady36 Northpark Plaza
7/22/2021 00847725-PCPM New drive-through restaurant pad building for KFC TBD ZA Victor Mendez4 Lots 186, 187 & 333 of Tr 18165
7/20/2021 00847457-PMP Master Plan for Corner Building in District 5 North TBD PC Victor Mendez51 County 100 Acres
7/19/2021 00844631-PPA Interim Use Permit for Harvest Landscape TBD Staff Sherman Jones51 Rise District 5 North Park 4
7/19/2021 00847430-PPK Modification No. 4 to Rise Private Park Plan TBD Staff Victor Mendez51 3600 Walnut
7/14/2021 00846964-PSSM Minor modifiction to approved sign program for college park monument sign TBD Staff Ann Wuu10 VTTM 19016
Monday, August 23, 2021 Page 2 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 7/14/2021 00846953-PMP Master Plan for VTTM 19016 TBD PC Stephanie Frady6 4600 Barranca Parkway
7/12/2021 00846707-PCPM CUP to convert former Barnes & Noble and Ruby's Diner to childcare at Woodbridge Town Center
TBD PC Sherman Jones15
VTTM 19162
7/9/2021 00846598-PTT VTTM 19162 to cover a portion of VTTM 19131 in Neighborhood 5B TBD SC, PC Stephanie Frady6 7/9/2021 00846599-PMP Master Plan for VTTM 19162 TBD PC Stephanie Frady6 Orange County Metrolink Facility
7/8/2021 00846471-PCPU CUP for Orange County Metrolink Maintenance Facility TBD PC Victor Mendez51 Tract 18136 (Lot 7 of Tr 18087)
7/8/2021 00846396-PMP Master Plan for Tract 18136 TBD PC Stephanie Frady6 79 Technology Drive
7/6/2021 00846061-PCPU Use half of building for commercial pickleball courts TBD PC Hernan DeSantos32 Five Point Gateway
6/25/2021 00845528-PPA Change street names within the FivePoint Gateway Campus TBD Staff Victor Mendez51 Ridge Valley and Marine Way, NWC
Monday, August 23, 2021 Page 3 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 6/22/2021 00844668-PCLE Peer review of environmental document TBD PC / CC Stacy Tran40 6000 Irvine Center Drive
6/16/2021 00844685-PCPM Conditional Use Permit Time Extension for temporary building at Voyagers Bible Church in PA 12.
09/08/2021 ZA Hernan Desantos12
13490 Jamboree Road
6/10/2021 00844305-PCPM Conditional Use Permit Modification to remodel/update interior spaces including the dining area, kitchen and drive-thru service area for Chick-Fil-A, Jamboree Market Place.
TBD Staff Ann Wuu4
1 Edwards Way
6/8/2021 00843646-PMPC Master Plan Modification to add a new 80,000 sf office/manufacturing building at 1 Edwards Way in Planning Area 36.
TBD Staff Stacy Tran36
5001 Newport Coast Drive
6/4/2021 00843379-PCPM Master Plan Modification for on-site improvements to the Mariners Church Campus in PA
27. TBD Staff Sherman Jones27
2525 McGaw Avenue
6/3/2021 00843710-PCPM Conditional Use Permit Modification for B. Braun for on-site storage containers temporarily housing equipment and materials during construction in PA 36.
TBD ZA Sherman Jones36
17875 Von Karman
6/1/2021 00843590-PSSM Minor Modification to the Intersect Campus Sign Program TBD Staff Calvin Mingione36 2963 Michelson Drive
6/1/2021 00843580-PABC ABC License (Type 21) for beer, wine and liquor sales for off-site consumption at Mother's Market, 2963 Michelson Drive E-1 in Planning Area 36.
TBA ZA John Van Der Wall36
4330 Barranca
Monday, August 23, 2021 Page 4 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 5/28/2021 00841902-PSSM Sign Program Modifications TBD Staff Calvin Mingione15 6894 Marine Way
5/24/2021 00842193-PCPM Conditional Use Permit Extension for 00510068-PCPM to allow Metrolink's utility building to remain for two years in PA 40.
TBA Staff Victor Mendez40
17662 Armstrong Avenue
5/17/2021 00842561-PSSM Sign Program Modification for Element Hotel in PA 36. TBA Staff Catherine Powers36 4445 Alton Parkway
5/13/2021 00842298-PSS Sign Program with Administrative Relief the the Shepherd's Grove Church in PA 15. TBD ZA Sherman Jones15 2801 Main Street
5/11/2021 00842147-PCPM Minor revisions to building and recreation improvements (no change to park credits) TBD Staff Sherman Jones36 1910 Main Street
5/7/2021 00841915-PCPM Conditional Use Permit for Sol Mexican Cocina TBD Staff Calvin Mingione36 4010 Barranca Parkway #220
5/7/2021 00841571-PAR Administrative Relief from parking requirements at Centerstone Plaza in PA 15. TBD ZA Katie Berg-Curtis15 18007 Von Karman Avenue
5/4/2021 00841600-PMPC Master Plan Modification for a 600 sf kitchen expansion at Lakeshore Towers, 18007 Von Karman Avenue, in Planning Area 36.
TBD Staff Catherine Lundberg36
9501 Research
Monday, August 23, 2021 Page 5 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 5/3/2021 00841230-PSS Sign Program Modification to update the Carmax sign program in PA 34. TBD PC Sherman Jones34 184 Technology Drive
4/28/2021 00841098-PPA Pre-Application to review AT&T right-of-way wireless installation at 184 Technology Drive in PA 32..
TBA Staff Victor Mendez32
Planning Area 39
4/27/2021 00840832-PMP Master Plan Modification #1 for development of 845 apartment units in Tract 18132 of Los Olivos, Phase II, in Planning Area 39 (Los Olivos).
TBD PC Stacy Tran39
Planning Area 39
4/26/2021 00840850-PPK Park Plan Modification to re-calculate park requirements for additional residential dwelling units in PA 39.
TBD CSC, PC Stacy Tran39
100 Shady Canyon Drive
4/8/2021 00839171-PCPM Conditional Use Permit Modification for AT&T to add a back-up power generator at the Shady Canyon Golf Club in Planning Area 22.
TBA Staff Victor Mendez22
5500 Irvine Center Drive
4/6/2021 00839179-PPA Pre-application to study the addition of a right out driveway from Irvine Valley College to Irvine Center Drive.
TBD Staff Ann Wuu12
7400 Marine Way RV Storage Depot (PA 51)
4/6/2021 00839476-PPA Interim Use Permit for 5-years for an RV Storage Depot on the 20-acre County parcel in PA 51.
TBD Staff Catherine Lundberg51
17875 Von Karman
4/5/2021 00839442-PCPM Conditional Use Permit for a restaurant with TDR at the Intersect Campus Office Complex, 17875 Von Karman in Planning Area 36.
TBD ZA Stacy Tran36
5 Ethel Coplen Way
Monday, August 23, 2021 Page 6 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 3/30/2021 00839164-PPA Pre-Application for Traffic Study Scope of Work for an Assisted Living Facility at Ethel Coplen Way.
TBD Staff Stephanie Frady19
43 Auto Center Dr.
3/16/2021 00838083-PMPC Minor Modification to Master Plan for Tuttle-Click Ford at 43 Auto Center Dr. in Planning Area 35.
TBD Staff Hernan DeSantos35
4 & 6 Venture
3/11/2021 00837786-PMPC Master Plan Modification to convert parking spaces into an outdoor courtyard between two existing buildings
TBD Staff Calvin Mingione33
30 Auto Center Drive
3/8/2021 00837545-PZC Zoning Code Amendment to extend the 3-year pilot program for 3 years to allow off-site advertising (5-year pilot program) on the Irvine Auto Center Electronic message sign at 30 Auto Center Drive in Planning Area 35.
6/17/2021 PC, CC Catherine Lundberg35
7755 Irvine Center Drive
3/8/2021 00837524-PMPC Master Plan Modification for parking lot and landscaping improvements for Merchsource at 7755 Irvine Center Drive in PA 33.
TBD Staff Ann Wuu33
38 Thomas
3/6/2021 00837320-PCPM Conditional Use Permit to establish a car leasing business in an existing tenant space TBD ZA Katie Berg-Curtis35 3900 Michelson
3/4/2021 00837149-PCPM Conditional Use Permit to allow permanent tent structure on the Congregation Beth Jacobs facility in Planning Area 19
TBA ZA Victor Mendez19
15310 Barranca Parkway
3/3/2021 00837091-PPA Pre-App for parking easement/agreement for multi-tenant office complex (Lakeview Business Center) in PA 32.
TBD Staff Sherman Jones32
Planning Area 39
Monday, August 23, 2021 Page 7 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 2/12/2021 00833176-PCLE Environmental Review for GPA/ZC to increase the residential unit cap by 330 units in PA
39. TBD CC, PC Stacy Tran39
52 Discovery
1/26/2021 00834474-PCPM Minor Modification for Masimo to add 6,680 sf of laboratory space TBD Staff Calvin Mingione31 17802 Gillette
1/20/2021 00834134-PCPM Conditional Use Permit for Next Gen Pharmaceuticals to add storage containers in Planning Area 36.
TBD ZA Katie Berg-Curtis36
9740 Irvine Boulevard
1/20/2021 00834128-PMPC Minor Modification to replace a two-story office building with a light industrial building at 9740 Irvine Boulevard in PA 35.
TBA Staff Victor Mendez35
Sand Canyon and Great Park Boulevard
1/20/2021 00834204-PZC Zoning Code Amendment to allow residential uses at the SE corner of Sand Canyon and Great Park Blvd. in PA 40.
TBD PC, CC Stephanie Frady40
1/20/2021 00834207-PGA General Plan Amendment to allow residential uses at the SE corner of Sand Canyon and Great Park Blvd. in PA 40.
TBD PC, CC Stephanie Frady40
13200 Jamboree Road
1/15/2021 00833642-PCLE Environmental Review to analyze the proposed increase in development potential in PA 4. TBD PC, CC Ann Wuu4 Planning Area 39
1/14/2021 00832948-PZC To increase residential unit cap by 330 units TBD PC, CC Stacy Tran39 Monday, August 23, 2021 Page 8 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 1/14/2021 00832947-GPA General Plan Amendment to increase the residential unit cap by 330 units in PA 39. TBD CC, PC Stacy Tran39 13200 Jamboree Road
1/12/2021 00833433-PGA General Plan Amendment to increase development potential in PA 4. TBD PC, CC Ann Wuu4 1/12/2021 00833516-PZC Zoning Code Amendment to increase development potential in PA 4. TBD PC, CC Ann Wuu4 13200 Jamboree Road
1/11/2021 00833528-PMPC Master Plan Modification to expand the Target Store at 13200 Jamboree Road in PA 4. TBD PC Ann Wuu4 18001 Von Karman Avenue
12/18/2020 00832529-PMPC Master Plan Modification to convert 2,500 sf of accessory retail to restaurant use at Lakeshore Towers
TBD Staff Katie Berg-Curtis36
1562 Reynolds Avenue
12/7/2020 00831532-PTP Tentative Parcel Map No. 2020-176 non residential condominium subdivision of building addressed as 1562 Reynolds Avenue and 17475 Gillette Avenue TBD SC Victor Mendez36
18881 Von Karman, Suite 900
11/23/2020 00830587-PCPM Conditional Use Permit to establish the Futures Academy (private school) in the Waterfield Tower in Planning Area 36.
TBD ZA Hernan DeSantos36
Great Park Neighborhoods
11/17/2020 00830360-PSSM Sign Program Modification for Great Park Neighborhoods in PA 51. TBD Staff Sherman Jones51 2801 Business Center Drive
Monday, August 23, 2021 Page 9 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 10/28/2020 00828942-PPA Pre-application for an ADT Waiver a Certified Nursing School at 2801 Business Center Drive, Suite 215, in PA 36.
TBA Staff Lynnae Guzman36
19722 and 19732 MacArthur
10/21/2020 00827260-PPA Square footage reconciliation for 19722 and 19732 MacArthur in Planning Area 36. TBD Staff Katie Berg-Curtis36 16811 Hale Ave
10/8/2020 00827775-PCPM Conditional Use Permit to establish a medical office at 16811 Hale Ave. in the IBC. TBD ZA Ann Wuu36 Modjeska and Walking Stick
10/2/2020 00826525-PWCF Wireless Communications Facility to install a mono-pine (AT&T) along Modjeska in PA
6. TBD Staff Ann Wuu6
5500 Irvine Center Drive
10/1/2020 00827506-PSS Sign Program Modification for monument signs for Irvine Valley College. TBD Staff Ann Wuu12 14952 Sand Canyon
9/8/2020 00825614-PSS Sign Program for Knowlwood's restaurant at 14952 Sand Canyon in Old Town Irvine. TBD PC Sherman Jones31 Orchard Hills Dr
8/28/2020 00824692-PPD Park Design for Park 2 (Lot 523), District 4 TBA Staff Stephanie Frady1 8/28/2020 00824643-PPD Park Design for Park 1 (Lot 522), District 4 TBA CSC Stephanie Frady1 Ridge Valley and Marine Way, NWC
Monday, August 23, 2021 Page 10 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 8/13/2020 00823932-PTP Vesting Tentative Parcel Map 2020-137 to subdivide 3 parcels into 5 parcels in PA 40. TBD SC Stacy Tran40 1800 Elements Way
8/12/2020 00823937-PPD Park Design Modification for Elements Publically Accessible Park TBD Staff Calvin Mingione36 SR-133 and Technology
8/12/2020 00823880-PPA Pre-application for Metrolink Railroad Maintenance Facility TBA PC Victor Mendez51 17861 Von Karman
8/5/2020 00823476-PCPU Condtional Use Permit for two retail suites with drive thru with AR for landscaping 9/22/2021 TC, ZA Hernan DeSantos36 16751 Noyes Avenue
7/23/2020 00821827-PCPM Conditional Use Permit to establish an automotive repair business in a 10,309 sf suite TBD PC Calvin Mingione36 38 Thomas
7/21/2020 00822619-PCPM Conditional Use Permit to establish a car sales business in an existing tenant space in Planning Area 35.
TBA Staff Calvin Minigione35
1851 Reynolds
7/17/2020 00822316-PCPM Conditional Use Permit for the Mandir Cultural Center. TBA ZA Victor Mendez36 9300 Toledo Way
6/26/2020 00821309-PCPM Master Plan Modification for Albertson's Warehouse to add interior warehouse TBD Staff Katie Berg-Curtis35 2550 Alton Parkway
Monday, August 23, 2021 Page 11 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 3/31/2020 00816420-PPA Pre-application to review Diamond Jamboree Phase 2's mixed use development and parking structure in PA 36.
TBD Staff Ann Wuu36
2055 Main Street
3/16/2020 00815284-PPD Park Plan Design for a 178 unit residential project at 2055 Main Street in Planning Area
36. TBD Staff John Van Der Wall36
Laguna Canyon Road & SR 133
3/11/2020 00814803-PTP Tentative Parcel Map 2020-120 for Daycare Use. TBD SC Catherine Lundberg17 30 Auto Center Drive
3/5/2020 00814576-PPA Sign Permit #3 to allow off-site advertising on the Irvine Auto Center Electronic message sign at 30 Auto Center Drive in Planning Area 35.
on-going Staff Stephen Higa35
18582 Teller Ave
2/10/2020 00811839-PMPC Modification to BANC office and hotel project to remove medical use and add retail TBD PC Stacy Tran36 15955 Alton Parkway
2/3/2020 00811566-PAR Administrative Relief to reduce required parking for an existing office building at the Canon Headquarters; submitted by JCM, Facilities, Planning and Management.
TBD ZA Stephanie Frady13
17200 Jamboree Rd
1/27/2020 00810287-PCPM Conditional Use Permit Modification to add class rooms and a youth center for the Irvine Onnuri Church
TBD Staff Sherman Jones36
SCE Easement in PA 17
11/21/2019 00804797-PCPU Conditional Use Permit for an AT&T wireless facility on SCE tower in Quail Hill (PA 17). TBD Staff John Van Der Wall17 Novel Park
Monday, August 23, 2021 Page 12 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 11/4/2019 00802982-PSS Modification to Sign Program for Novel Park Signs in PA 51. TBD Staff Sherman Jones51 79 Technology
10/3/2019 00800614-PCPM Conditional Use Permit for a new drive-thru pad building at Alton Marketplace (Associated with 00730332-PMPC).
TBD PC Stephanie Frady32
Orchard Hills Dr
9/12/2019 00798622-PMP Master Landscape and Trails Plan with administrative relief for wall heights for residential development in PA 1, Neighborhood 4.
TBA PC Stephanie Frady1
Orchard Hills Dr
8/12/2019 00795650-PTT Vesting Tentative Tract Map 19020 to divide 257 acres into 540 numbered lots and 176 lettered lots for residential development in PA 1, Neighborhood 4.
TBA SC, TC, PC Stephanie Frady1
10 Marquette
7/29/2019 00793924-PCPM Conditional Use Permit Mod. to convert 19 units to memory care units at the Brookdale Senior Living Facility in Planning Area 24.
TBD Staff Ann Wuu24
Ridge Valley and Marine Way, NWC
7/29/2019 00793825-PGA General Plan Amendment to transfer 675,237 square feet of land use intensity from the
3.1H Multi-Use District to the 5.5D Medical and Science District in PA 40.
TBD PC, CC Stacy Tran40
7/29/2019 00793828-PZC Zoning Code Amendment to transfer land use intensity from the 3.1H Multi-Use District to the 5.5D Medical and Science District in PA 40.
TBD PC, CC Stacy Tran40
PA 34
7/26/2019 00793817-PZC Zone Change to transfer intensity from the 4.2D Community Commercial District to the
5.4A General Industrial District in PA 34.
08/19/2021 PC, CC Ann Wuu34
Monday, August 23, 2021 Page 13 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 7/26/2019 00793816-PGA General Plan Amendment to transfer 57,000 square feet of land use intensity from the
4.2D Community Commercial District to the 5.4A General Industrial District in PA 34. 08/19/2021 PC, CC Ann Wuu34
14522 Myford (SW corner of Jamboree and Myford)
6/19/2019 00789713-PCPM 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.
TBD PC Calvin Mingione10
19722 and 19732 MacArthur
6/19/2019 00789718-PTT Tentative Tract Map 18112 for condominium purposes at 19722 MacArthur in Planning Area 36.
TBD SC Katie Berg-Curtis36
East Ridge Valley North Corsair South Hornet
5/29/2019 00787843-PTP Tentative Parcel Map for four parcels in PA 51 TBD SC Sherman Jones51 14725 Alton Parkway
4/24/2019 00783724-PSS Sign Program Modification with administrative relief for the Irvine Campus of Chapman University to add 14725 Alton in Planning Area 35.
TBD PC Stephanie Frady35
4/24/2019 00783722-PCPM 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.
TBD PC Stephanie Frady35
2 Witherspoon (2 & 6 Witherspoon)
4/23/2019 00783325-PCLE Environmental Review (Negative Dec.) for TGS office expansion at 2 & 6 Witherspoon in Planning Area 15.
TBD PC, CC Stacy Tran15
East Bosque South Great Park Blvd
4/23/2019 00783512-PPA IUP for Accessory Retail and Dining TBA Staff Victor Mendez51 Monday, August 23, 2021 Page 14 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 4/23/2019 00783515-PCPU Conditional Use Permit for Accessory Retail and Dining TBA ZA Victor Mendez51 17322 Murphy Ave.
2/11/2019 00776297-PSS Sign Program for WorkWell, including mural, at 17322 Murphy Ave. in PA 36. TBD PC Ann Wuu36 2626 Dupont
1/30/2019 00775207-PAR Administrative Relief for parking requirements at the Jamboree Promenade, 2626, 2636, and 2646 Dupont in PA 36.
TBD ZA Ann Wuu36
Various Locations in Western Sector
1/18/2019 00698516-PPA Public Facility Review for Western Sector Streetscape Improvements in PA 51. TBD Staff Sherman Jones51 9259 Research Drive
9/28/2018 00763244-PCPM Community Facility to establish live performance space in an industrial office building. TBD PC Sherman Jones34 Southeast Chinon and "N" Street
6/18/2018 00751736-PCPM Conditional Use Permit for Child Care Use TBD PC Hernan DeSantos51 Quail Hill SCE easement
5/30/2018 00749433-PCPU Conditional Use Permit for new wireless (T-Mobile) colocation on SCE transmission tower 09/16/2021 PC Katie Berg-Curtis17 2700 Main Street
5/3/2018 00746374-PCPM Conditional Use Permit Modification for a resident and guest only rooftop bar with Type 57 ABC license, at 2700 Main Apartments (Luxe) in PA 36.
TBA Staff Victor Mendez36
North Great Park Blvd btwn Ridge Valley and Bosque
Monday, August 23, 2021 Page 15 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 12/6/2017 00731609-PTT District 1 SONO VTTM 18151. TBD SC, PC Catherine Lundberg51 51 - 111 Technology Drive
11/21/2017 00730332-PMPC Master Plan Modification to the Alton Marketplace converting parking spaces into an outdoor dining area near 59, 63 and 67 Technology Drive in Planning Area 32.
TBD PC Stephanie Frady32
2222 and 2272 Michelson Drive
9/28/2017 00724855-PPA Pre-application to review and implement parking management strategies for the Michelson Marketplace (Trade) at 2222 & 2272 Michelson Drive in Planning Area 36.
TBD Staff Ann Wuu36
17 Pasteur
9/12/2017 00723112-PSS Sign Program for a mural on the 405 facing frontage of Tilly's at 17 Pasteur in Planning Area 13.
TBD PC Stephanie Frady13
North Great Park Blvd btwn Ridge Valley and Bosque
8/10/2017 00719900-PMP District 1 SONO Master Plan. TBD PC Catherine Lundberg51 17662 Armstrong
8/1/2017 00718807-PPA Pre-application for Traffic Study to analyze the traffic impacts of a new bridge over the Lane Channel connecting MacArthur Boulevard to Armstrong Avenue in Planning Area 36.
TBA Staff Sun-Sun Murillo36
2 Witherspoon (2 & 6 Witherspoon)
7/11/2017 00716845-PMPC Master Plan Modification to add 5,000 sf to the TGS office buildings at 2 & 6 Witherspoon in Planning Area 15.
TBD PC Stacy Tran15
7/11/2017 00716834-PZC Zone Change to transfer 5,000 sf of development intensity to accommodate a 5,000 sf expansion of the existing TGS offices at 2 & 6 Witherspoon in Planning Area 15.
TBD PC, CC Stacy Tran15
Monday, August 23, 2021 Page 16 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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Submittal Date File # Project Description Schedule Decision Maker PlannerPA 7/11/2017 00716842-PGA General Plan Amendment to transfer 5,000 sf of land use intensity to accommodate a 5,000 sf expansion of the existing TGS offices at 2 & 6 Witherspoon in Planning Area 15.
TBD PC, CC Stacy Tran15
17832 and 17840 Gillette
1/23/2017 00698921-PCLE Environmental Review for a 336 unit apartment project at 17832 and 17840 Gillette in Planning Area 36.
TBD PC Ann Wuu36
1/23/2017 00698920-PPP Park Plan for a 336 unit apartment project at 17832 and 17840 Gillette in Planning Area
36. TBD PC, CSC Ann Wuu36
17832 and 17840 Gillette
12/13/2016 00695549-PGA General Plan Amendment to increase the IBC residential unit cap for a 336 unit apartment project at 17832 and 17840 Gillette in Planning Area 36.
TBD PC, CC Ann Wuu36
12/13/2016 00695550-PZC Zone Change to increase the IBC residential unit cap for a 336 unit apartment project at 17832 and 17840 Gillette in Planning Area 36.
TBD PC, CC Ann Wuu36
17832 and 17840 Gillette
8/15/2016 00681568-PCPU Conditional Use Permit for a 336 unit apartment project at 17832 and 17840 Gillette in Planning Area 36.
TBD PC Ann Wuu36
15415 Jeffrey Road
7/28/2016 00679655-PPA Pre-application to study parking alternatives at the Irvine Village Center, 15415 Jeffrey Road, in Planning Area 11.
TBD Staff Ann Wuu11
Monday, August 23, 2021 Page 17 of 17
PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission For Additional Information call DAC at (949) 724-6308
Projects Submitted within last 30 days.
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APPENDIX E
TPO ONE-PERCENT THRESHOLD ANALYSIS
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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 Pl 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
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 Pl 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 -3 0 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 ID Study Intersection
Traffic Phasing Ordinance (TPO) One-Percent Threshold Calculations ID Study Intersection
Approach Totals
TPO Year 2026 Without Project
Approach Totals
TPO Year 2026 Without Project Threshold Met?
Threshold Met?
1% of TPO Volume
1% of TPO Volume
Project Volume
Project Volume
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GANDDINI GROUP INC.
714.795.3100 | ganddini.com
15-395
1300 BRISTOL STREET
AFFORDABLE HOUSING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION DECEMBER 3, 2021
Prepared by
EXHIBIT "D"
15-396
1 1300 BRISTOL STREET
AFFORDABLE HOUSING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION OCTOBER 7, 2021
Project Description & Affordability Level
The Picerne Group (“Picerne”) is proposing the 1300 Bristol Street development on a 1.97 acre site located in the Newport Place Planned Community. The site is generally bounded by Bristol Street North on the South and Spruce Street on the West, with an auto storage yard on the North and East sides . The Newport Beach General Plan designates the project site as Mixed -Use Horizontal 2 (MU-H2) and the zoning is Planned Community 11, Newport Place (PC 11). The site is developed as a 1970’s vintage two story office building with surface parking.
The project is planned to consist of 193 units including 77 base units, 39 density bonus units, and 77 Transfer of Development Rights (“TDR”) units. The 77 TDR units are transferred from the approved Uptown Newport Master Plan, as authorized by Chapter 20.4 6 of the Newport Beach Municipal Code. The Newport Place Development Standards (“Development Standards”) provide that 30 percent of the Base units within a residential development shall be affordable to Lower Income households. Lower Income Households , a s defined in California Health and Safety Code Section 50079.5, are defined as households earning 80 percent or less of area median income, adjusted for family size , including both Very Low and Low income categories. The affordable housing requirement for this project, as required by the Development Standards, is 24 units (30% of 77 Base units).
Eligibility for Density Bonus and Compliance with Newport Place Development Standards Affordability Requirements
To meet a portion of the project’s affordable housing requirements, Picerne will be providing 12 units (15% of Base units) affordable to Very Low Income households (“Required Density Bonus Very Low Income Units”). This will comply with the provisions of Government Code Section 65915 applicable to a 50% density bonus. Rents for the Required Density Bonus Very Low Income Units will be computed in accordance with Health and Safety Code Sec. 50053, as required by Government Code Section 65915(c)(1). To meet the remainder of the affordable units required by the Development Standards, the project will provide 12 units affordable to Low Income households (“Development Standards Additional Low Income Units”) . Rents for those units will be computed based on income limits for Low Income households, as published annually by the Department of Housing and Community Development. 15-397
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2 Density Bonus Computation and Term of Affordability
The density bonus computation for the project per Government Code Section 65915 is shown below:
Table 1
Density Bonus Computation
Base Units 77
Density Bonus 39
TDR Units 77
Total Units 193
Picerne intends to operate the apartment project as a rental community. The 12 Required Density Bonus Very Low Income Units will remain rent restricted for a minimum of 55 years, per Government Code Section 65915(c)(1), more than the 30-year affordability term set forth in the Development Standards . Rents for the 12 Development Standards Additional Low Income Units will remain restricted for the required 30-year term.
Reduction in Parking
As provided for in Government Code Sec. 65915(p) and Section 20.32.030 of the City’s Zoning Code the 1300 Bristol Street project is eligible for a reduction in parking requirements.
Government Code Section 65915(p) provides the following:
(1) Upon the request of the developer, no city, county, or city and county shall require a vehicular parking ratio, inclusive of handicapped and guest parking, of a development meeting the criteria of subdivision (b), that exceeds the following ratios:
a. Zero to one bedroom: one onsite parking space per unit b. Two to three bedrooms: 1.5 onsite parking spaces per unit.
(2) If the total number of parking spaces required for a development is other than a whole number, the number shall be rounded up to the next whole number. For purposes of this subdivision, a development may provide “onsite parking” through tandem parking or uncovered parking, but not through street parking.
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3 Table 2 below is a summary of Government Code Sec. 65915 parking requirements vs. spaces to be provided:
Table 2
Parking Requirements
Picerne requests that parking requirements be calculated in accordance with Government Code Sec. 65915(p). As shown above, t he project will provide 346 onsite parking spaces for its residential units which is 113 spaces more than the requirements of Sec. 65915 (p).
Development Incentive Request
Pursuant to Government Code Section 65915(d)(1) and Section 20.32 of the City’s Zoning Code, Picerne is entitled to three concessions or incentives because of providing at least fifteen percent (15%) of the units as affordable for Very Low Income households. Picerne requests the following development incentives:
1. Section V.F.1 of the Development Standards provides that “Affordable units shall reflect the range of numbers of bedrooms provided in the residential development project as a whole.” Picerne requests that the 24 Lower Income units be provided utilizing the unit mixes as shown below:
Table 3
Unit Mix
2. As the second incentive, the applicant requests a waiver of the park in lieu fee referenced in General Plan Policy LU 6 -15.13 and in Section 19.52 of the City’s Unit Type
Number of
Units
Stalls/Unit
Per Gov.
Code 65915
Total Stalls
Per Gov.
Code 65915
Studio 25 1 25
1 BR 89 1 89
2 BR 79 1.5 119
TOTAL PARKING STALLS REQUIRED 193 233
TOTAL PARKING STALL PROVIDED 346
PARKING PROVIDED IN EXCESS OF MINIMUM REQUIREMENT 113
Unit Type Total Units
Required Density
Bonus Very Low
Income Units
Development
Standards
Additional Low
Income Units
Total Lower
Income Units
Studio 25 5 5 10
1 Bedroom 89 6 6 12
2 Bedroom 79 1 1 2
Total 193 12 12 24
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4 Subdivision Code. That amount of $1,837,500 is computed utilizing the ½ acre minimum neighborhood park size and a land value of $3,675,000 per acre (set by City Council Resolution No. 2020-95),
These incentives will result in cost reductions which will provide for the affordable rents to be set in accordance with Government Code Sec. 65915(c).
Development Standards Waiver Request
Government Code Sec. 65915(e)(1) provides that a city or county may not apply any development standard (including height limits) that will have the effect of physically precluding the construction of a density bonus project at the density permitted under the density bonus statute. For the proposed project, the applicant is requesting the following development waivers consistent with Government Code Sec. 65915(e)(1):
(1) Waiver of General Plan Policy LU 16-15.13 public park dedication requirement (2) Waiver of Planned Community Text No. PC 11 (Newport Place) 30’ street setback requirement as we ll as the corresponding Covenant and Agreement Regarding Maintenance of Yards for an Oversized Building in Favor of the City of Newport Beach Recorded May 16, 1977 in Book 12196, Page 750, O.R.
(3) Waiver of Planned Community Text No. PC 11 (Newport Place) 55’ height limit (4) Waiver of Newport Beach Municipal Code Section 20.18.030 (Table 2 -3) private open space requirement
(5) Waiver of General Plan Land Use Policy 6.15.7 maximum density requirement (6) Waiver of Newport Beach Municipal Code minimum sidewalk width requirement (7) Waiver of Newport Beach Municipal Code Section 20.18.030 (Table 2 -3) minimum common open space requirement
Waiver of these requirements is necessary to accommodate the additional units permitted by the density bonus. As previously discussed, Government Code Section 65915(e)(1) requires that the waiver requests be approved. Additional detail as to these waiver requests has been submitted separately as part of the development application.
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5 Income Limits and Examples of Eligible Tenants for Affordable Homes
Lower Income Households are defined as households whose gross income does not exceed 80% of area median income, adjusted for household size. Table 4 below shows the maximum income limits as determined by the U.S. Department of Housing and Urban Development and the California Department of Housing and Community Development (“HCD”) for Low er Income households with household sizes appropriate for 1300 Bristol Street:
Table 4
Maximum Income Limits
Higher income limits apply to larger families; those families however are not considered to be a target market for 1300 Bristol Street, where the unit mix consists of studios, one-bedroom, and two-bedroom apartment homes. These income limits are updated annually.
The 24 affordable homes that Picerne will provide will be rented to eligible Low er Income Households. As shown in Table 4, Lower Income Households includes incomes ranging from $47,100 per year for a one-person household to $116,240 per year for a five-person household.
As such this could include City employees, school district employees, health care professionals, restaurant and other retail workers, and other occupations which provide needed services to our community. While household size, overtime pay, summer jobs, or second jobs may affect eligibility, the income limits above are reflective of pay to many public or health care sector workers, as shown in Table 5 on the following page:
Household Size
Very Low Income
Units Maximum
Annual Income -
2021
Low Income Units
(80% of Area Median
Income) Maximum
Annual Income -
2021
1 Person $47,100 $75,360
2 Person 53,800 86,080
3 Person 60,550 96,880
4 Person 67,250 107,600
5 Person 72,650 116,240
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6 Table 5
Examples of Qualifying Salaries
The pay ranges shown above are as of 2021 and are subject to update. Retired persons or couples or young business professionals starting their careers may also qualify to rent the affordable homes at 1300 Bristol Street. In order to provide opportunities to workers to live in one of the affordable homes, the City could provide guidelines providing for acceptance of applications on a priority basis from classes of individuals who qualify under the income limits in effect. The guidelines could provide for priority treatment for police officers, firemen, other City employees, employees of the local school district, and employees of major health care institutions or other categories identified by the City for priority treatment.
Rental Rate Limits for Affordable Homes
The 12 Required Density Bonus Very Low Income Units shall be rented at an affordable rent calculated in accordance with the provisions of Section 50053 of the Health and Safety Code.
Section 50053 of the Health and Safety Code limits affordable rent to 30% of total income for a Very Low Income household, as calculated in Table 6 on the following page . That section also requires that the rent for a studio unit assumes a one-person household for rent calculation purposes, a one-bedroom unit assumes a two-person household, and a two-bedroom unit assumes a three-person household. The rents calculated are then adjusted by a utility allowance as determined annually by the County of Orange Housing & Community Services Department. As of December 1, 2020, the reduction for the utility allowance is $ 138.00 per month for a studio unit, $152.00 per month for a one-bedroom unit, and $206.00 per month for a two-bedroom unit.
The utility allowance utilized assumes gas cooking, gas space heating, gas water heating, as well as water, and sewer, and trash fees which are assumed to be paid by the tenant.
The 12 Development Standards Additional Low Income Units will be rented at an affordable rent calculated based on 30% of the income limits for Low Income households, as published annually by the Department of Housing and Community Development. Those rents will be calculated at Position Pay Range
Information
Source Comments
Police Recruit or Academy Graduate $63,708-$70,344 City Starting salaries shown. Will qualify for Low Income units
Maintenance Worker I/II $47,352-$69,948 City Will qualify for Very Low Income units.
Licensed Vocational Nurse (LVN) 43,551-57,031 Ziprecruiter Will qualify for Very Low Income units..
Registered Nurse 66,000-120,000 Glassdoor Will qualify for Low Income units.
Newport-Mesa Unified School District ("NMUSD")
Teacher
58,766-89,913 NMUSD
Website
Credentialed teacher with no advanced
education or with Masters and up to 9
years experience will qualify for Low
Income units.
NMUSD Library Technician. 38,420-47,060 NMUSD
Website
Will qualify for Very Low Income units.
NMUSD Maintenance Painter 57,902-70,919 NMUSD
Website
Will qualify for Low Income units.
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7 30% of total income utilizing the income limits for Low Income households as shown in Table 4 and updated annually. Assumptions of household size for each type of unit and utility allowances are consistent with the prior paragraph.
Table 6 1, 2
Maximum Rents by Bedroom Count
Picerne will enter into an affordable housing agreement, in recordable form, with the City prior to obtaining the first building permit for any residential unit. That agreement will ensure that the maximum rents for the affordable apartment homes will be calculated using the methodologies as utilized in Table 6. The rental rates shown will be updated prior to the commencement of rental activities and on an ongoing basis to reflect then current income limits, utility allowances, and any changes in applicable regulations and statutes.
Unit Mix, Design, and Location of Affordable Homes
While the exact location of each of the affordable homes within the 1300 Bristol Street site has not yet been determined, the affordable homes will be spread throughout the development to avoid concentration of affordable homes in any area. The aff ordable homes shall be comparable in the quality of construction and exterior design to the market rate homes. As provided for in the Development Standards, a ll affordable homes will have access to the facilities and amenities offered by the development.
1 Rents for Required Density Bonus Very Low Income units calculated in accordance with Section 50053 of the Health and Safety Code.
2 Rents for Development Standards Additional Low Income Units calculated based on income limits for Low Income households, as published annually by the Department of Housing and Community Development.
Bedrooms
Maximum
Annual Rent
Maximum
Monthly Rent
Utility
Allowance
Affordable
Rent
Required Very Low Income
Density Bonus Units 1
Studio $11,205 $934 $138 $796
1 Bedroom 12,803 1,067 152 915
2 Bedroom 14,408 1,201 206 995
Development Standards
Additional Low Income Units 2
Studio $22,608 $1,884 $138 $1,746
1 Bedroom 25,824 2,152 152 2,000
2 Bedroom 29,064 2,422 206 2,216
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8 Requested City of Newport Beach Assistance
Financial Assistance
Picerne is not requesting any direct financial assistance from the City of Newport Beach for this project.
15-404
501
301
3501
27 37
35 25
23 21
19 17
15 11
9 7 5
3 1
37 39
41 35
27 33
31 29
32 34
36 30
28 40
42 38
44 52
46 50
48 51
53 49
55 57
59 67
61 63
65 58
56 54
60 62
16 14
12 18
20 26
22 24
10 8
4 2
668
66 70
64 78
72 74
76 84
82 86
80 94
88 92
90 138
136 140
132
126134
130128
100
98 96
102
104 106
108
110
112
114
116
124
118
120
122
101
100
20142
20132
20122
20112
20102
20092
20082
20072
2006220081
20091
20101
20111
(1-25)3601
1000
1300
1301
(100-200)
1100
1200
1300
1000
3901
1400
1401
1301
1201
4041
4040
4000
901
1101
1451
1400
1501
1550
1701
4001
1420
1151
3991
1200
1300
5 4
2 1
3 1500
1001
1101-1111
900
4200
1000
2424
20052
2452
2432
2422
2412
36613665
895
2350
2491
2372
2382 1/2
4239
4000
3955
3975
4001
4023
4060
4043
4063
4100
4030
3920
4000
4020
4019
4029
4101
4120
1900
3900
3901
4001
1800
4121
1801
1901
4100
4400
4343
3919
4200
4299
1600
4221
4251
4110
3929A-3937
1811
3990
4000
1601
1660
4251
4253
4241
1401
4141
4101
4300
4100
4220
4106
UNITS 145
200
4112
4350
4340 100-400
4321
4320
2372 1/22382
1375
(A120 - Z240)
4225
4201
4201
4141
SPRUCE AVE
ZENITH AVE
BOWSPRIT DR
BAY VIEW AVE
HALF D
OM
E P
L
BAYVIEW PL
SPRUCE ST
NEWPORT PLACE DR
FAIRCHI
LDRD
BAYCRESTCT
BAYVI EW CIR
DOVE ST
QUAIL ST
WESTERLY PL
BRISTOL ST
BIRCH ST
BRISTOL ST N
VON KARMAN AVE
JAMBOREE RD
MACARTHUR
BLVD
MACARTHUR BLVD
Uptown Park
PA2021-161_1300_Bristol.mxd
0 475237.5
FeetI
City of Newport Beach
GIS Division
February 04, 2022
PA2021-161
1300 Bristol St
Transfer of Development Rights
4311
Receiver Site
1300 Bristol St
Donor Site
4311 Jamboree Rd
Uptown Newport Phase 1
EXHIBIT "E"
15-405