Agenda — Norco City Council, May 7, 2025 (part 3 of 3)

Sixth and Sierra
AM Peak Build 09/05/2024
AM Peak Hour Build Condition 1:31 pm 07/12/2024 Baseline Synchro 11 Report

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s) 9.5 22.5 10.6 23.6 22.5 22.5 23.6 23.6 Total Split (s) 25.4 38.4 25.4 38.4 36.2 36.2 36.2 36.2 Total Split (%) 25.4% 38.4% 25.4% 38.4% 36.2% 36.2% 36.2% 36.2% Maximum Green (s) 21.4 34.4 19.8 32.8 32.2 32.2 30.6 30.6 Yellow Time (s) 3.0 3.0 3.6 3.6 3.0 3.0 3.6 3.6
All-Red Time (s) 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 5.6 5.6 4.0 5.6
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 50.0 39.6 37.1 29.8 32.4 30.8
Actuated g/C Ratio 0.55 0.44 0.41 0.33 0.36 0.34
v/c Ratio 0.64 0.53 0.25 0.84 0.38 0.42
Control Delay 24.0 20.0 12.8 36.0 24.3 22.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.0 20.0 12.8 36.0 24.3 22.3

LOS C B B D C C
Approach Delay 20.9 34.2 24.3 22.3
Approach LOS C C C C
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 90.5
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 26.8 Intersection LOS: C
Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: Sierra Ave & Sixth Ave

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Valley View and Sixth
AM Peak Build 09/05/2024
AM Peak Hour Build Condition 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 5 729 28 25 961 6 34 1 26 3 2 13
Future Volume (vph) 5 729 28 25 961 6 34 1 26 3 2 13
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 1000 0 0 175 0 0 0 0
Storage Lanes 1 0 1 1 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.995 0.850 0.943 0.901
Flt Protected 0.950 0.950 0.973 0.992
Satd. Flow (prot) 1770 3522 0 1770 1863 1583 0 1709 0 0 1665 0 Flt Permitted 0.120 0.201 0.878 0.977
Satd. Flow (perm) 224 3522 0 374 1863 1583 0 1542 0 0 1640 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 4 89 28 14
Link Speed (mph) 30 30 30 30
Link Distance (ft) 846 553 694 618
Travel Time (s) 19.2 12.6 15.8 14.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 792 30 27 1045 7 37 1 28 3 2 14
Shared Lane Traffic (%)
Lane Group Flow (vph) 5 822 0 27 1045 7 0 66 0 0 19 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA pm+pt NA Perm Perm NA Perm NA
Protected Phases 7 4 3 8 2 6
Permitted Phases 4 8 8 2 6

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Valley View and Sixth
AM Peak Build 09/05/2024
AM Peak Hour Build Condition 1:31 pm 07/12/2024 Baseline Synchro 11 Report

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 8 2 2 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 10.6 23.6 23.6 22.5 22.5 23.6 23.6 Total Split (s) 25.4 38.4 25.4 38.4 38.4 36.2 36.2 36.2 36.2 Total Split (%) 25.4% 38.4% 25.4% 38.4% 38.4% 36.2% 36.2% 36.2% 36.2% Maximum Green (s) 21.4 34.4 19.8 32.8 32.8 32.2 32.2 30.6 30.6 Yellow Time (s) 3.0 3.0 3.6 3.6 3.6 3.0 3.0 3.6 3.6
All-Red Time (s) 1.0 1.0 2.0 2.0 2.0 1.0 1.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 5.6 5.6 5.6 4.0 5.6
Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 35.4 33.2 35.7 34.5 34.5 32.3 30.7
Actuated g/C Ratio 0.45 0.42 0.46 0.44 0.44 0.41 0.39
v/c Ratio 0.02 0.55 0.10 1.27 0.01 0.10 0.03
Control Delay 10.2 19.5 11.7 156.1 0.0 11.0 10.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 10.2 19.5 11.7 156.1 0.0 11.0 10.4

LOS B B B F A B B
Approach Delay 19.4 151.4 11.0 10.4
Approach LOS B F B B
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 78.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.27
Intersection Signal Delay: 90.6 Intersection LOS: F
Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 6: Valley View Ave & Sixth Ave

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Driveway 1
AM Peak Build 09/05/2024
AM Peak Hour Build Condition 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 102 619 886 122 122 102
Future Volume (Veh/h) 102 619 886 122 122 102
Sign Control Free Free Stop
Grade 0% 0% 0%
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Hourly flow rate (vph) 111 673 963 133 133 111
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 470
pX, platoon unblocked 0.85
vC, conflicting volume 1096 1588 548
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 1096 1345 548
tC, single (s) 4.1 6.8 6.9
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 82 0 77
cM capacity (veh/h) 633 100 480
Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 SB 2
Volume Total 335 449 642 454 133 111
Volume Left 111 0 0 0 133 0
Volume Right 0 0 0 133 0 111
cSH 633 1700 1700 1700 100 480
Volume to Capacity 0.18 0.26 0.38 0.27 1.32 0.23
Queue Length 95th (ft) 16 0 0 0 235 22
Control Delay (s) 5.5 0.0 0.0 0.0 277.3 14.7
Lane LOS A F B
Approach Delay (s) 2.4 0.0 157.9
Approach LOS F
Intersection Summary
Average Delay 19.0
Intersection Capacity Utilization 65.2% ICU Level of Service C Analysis Period (min) 15

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Driveway 2
AM Peak Build 09/05/2024
AM Peak Hour Build Condition 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 102 619 886 122 122 102
Future Volume (Veh/h) 102 619 886 122 122 102
Sign Control Free Free Stop
Grade 0% 0% 0%
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Hourly flow rate (vph) 111 673 963 133 133 111
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 1109 846
pX, platoon unblocked 0.97
vC, conflicting volume 1096 1588 548
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 1096 1541 548
tC, single (s) 4.1 6.8 6.9
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 82 0 77
cM capacity (veh/h) 633 85 480
Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 SB 2
Volume Total 335 449 642 454 133 111
Volume Left 111 0 0 0 133 0
Volume Right 0 0 0 133 0 111
cSH 633 1700 1700 1700 85 480
Volume to Capacity 0.18 0.26 0.38 0.27 1.57 0.23
Queue Length 95th (ft) 16 0 0 0 268 22
Control Delay (s) 5.5 0.0 0.0 0.0 393.1 14.7
Lane LOS A F B
Approach Delay (s) 2.4 0.0 221.0
Approach LOS F
Intersection Summary
Average Delay 26.3
Intersection Capacity Utilization 65.2% ICU Level of Service C Analysis Period (min) 15

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Sixth and Sierra
PM Peak Buiild 09/05/2024
PM Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 136 1049 88 53 748 104 93 63 47 87 56 84 Future Volume (vph) 136 1049 88 53 748 104 93 63 47 87 56 84 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.988 0.982 0.969 0.950
Flt Protected 0.950 0.950 0.978 0.981
Satd. Flow (prot) 1770 3497 0 1770 3476 0 0 1765 0 0 1736 0 Flt Permitted 0.160 0.127 0.772 0.792
Satd. Flow (perm) 298 3497 0 237 3476 0 0 1393 0 0 1402 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 9 16 16 30
Link Speed (mph) 30 30 30 30
Link Distance (ft) 558 535 702 626
Travel Time (s) 12.7 12.2 16.0 14.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 148 1140 96 58 813 113 101 68 51 95 61 91 Shared Lane Traffic (%)
Lane Group Flow (vph) 148 1236 0 58 926 0 0 220 0 0 247 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 2 1 2
Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA pm+pt NA Perm NA Perm NA
Protected Phases 7 4 3 8 2 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 3 8 2 2 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

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Sixth and Sierra
PM Peak Buiild 09/05/2024
PM Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 2 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s) 9.5 22.5 10.6 23.6 22.5 22.5 23.6 23.6 Total Split (s) 25.4 38.4 25.4 38.4 36.2 36.2 36.2 36.2 Total Split (%) 25.4% 38.4% 25.4% 38.4% 36.2% 36.2% 36.2% 36.2% Maximum Green (s) 21.4 34.4 19.8 32.8 32.2 32.2 30.6 30.6 Yellow Time (s) 3.0 3.0 3.6 3.6 3.0 3.0 3.6 3.6
All-Red Time (s) 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 5.6 5.6 4.0 5.6
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 43.1 35.3 37.2 30.3 32.4 30.8
Actuated g/C Ratio 0.50 0.41 0.43 0.35 0.38 0.36
v/c Ratio 0.48 0.85 0.26 0.75 0.41 0.47
Control Delay 15.5 30.7 13.5 28.3 22.3 23.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.5 30.7 13.5 28.3 22.3 23.3

LOS B C B C C C
Approach Delay 29.1 27.4 22.3 23.3
Approach LOS C C C C
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 85.7
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 27.5 Intersection LOS: C
Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: Sierra Ave & Sixth Ave

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Valley View and Sixth
PM Peak Buiild 09/05/2024
PM Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 11 1250 39 28 887 22 39 8 36 17 5 6 Future Volume (vph) 11 1250 39 28 887 22 39 8 36 17 5 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 1000 0 0 175 0 0 0 0
Storage Lanes 1 0 1 1 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.850 0.941 0.968
Flt Protected 0.950 0.950 0.977 0.971
Satd. Flow (prot) 1770 3525 0 1770 1863 1583 0 1713 0 0 1751 0 Flt Permitted 0.116 0.111 0.886 0.865
Satd. Flow (perm) 216 3525 0 207 1863 1583 0 1553 0 0 1560 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 3 89 39 7
Link Speed (mph) 30 30 30 30
Link Distance (ft) 634 553 694 618
Travel Time (s) 14.4 12.6 15.8 14.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 12 1359 42 30 964 24 42 9 39 18 5 7
Shared Lane Traffic (%)
Lane Group Flow (vph) 12 1401 0 30 964 24 0 90 0 0 30 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA pm+pt NA Perm Perm NA Perm NA
Protected Phases 7 4 3 8 2 6
Permitted Phases 4 8 8 2 6

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Valley View and Sixth
PM Peak Buiild 09/05/2024
PM Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 2 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 8 2 2 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 10.6 23.6 23.6 22.5 22.5 23.6 23.6 Total Split (s) 25.4 38.4 25.4 38.4 38.4 36.2 36.2 36.2 36.2 Total Split (%) 25.4% 38.4% 25.4% 38.4% 38.4% 36.2% 36.2% 36.2% 36.2% Maximum Green (s) 21.4 34.4 19.8 32.8 32.8 32.2 32.2 30.6 30.6 Yellow Time (s) 3.0 3.0 3.6 3.6 3.6 3.0 3.0 3.6 3.6
All-Red Time (s) 1.0 1.0 2.0 2.0 2.0 1.0 1.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 5.6 5.6 5.6 4.0 5.6
Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 36.9 34.6 37.0 35.7 35.7 32.4 30.8
Actuated g/C Ratio 0.46 0.43 0.46 0.45 0.45 0.41 0.39
v/c Ratio 0.06 0.91 0.14 1.16 0.03 0.14 0.05
Control Delay 10.4 33.3 12.1 107.1 0.1 11.3 15.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 10.4 33.3 12.1 107.1 0.1 11.3 15.0

LOS B C B F A B B
Approach Delay 33.1 101.8 11.3 15.0
Approach LOS C F B B
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 79.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.16
Intersection Signal Delay: 59.5 Intersection LOS: E
Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 6: Valley View Ave & Sixth Ave

Page 412 of 484 ends

Driveway 1
PM Peak Buiild 09/05/2024
PM Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 73 1110 832 88 88 73
Future Volume (vph) 73 1110 832 88 88 73
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00
Frt 0.986 0.850
Flt Protected 0.997 0.950
Satd. Flow (prot) 0 3529 3490 0 1770 1583
Flt Permitted 0.997 0.950
Satd. Flow (perm) 0 3529 3490 0 1770 1583
Link Speed (mph) 30 30 30
Link Distance (ft) 535 632 618
Travel Time (s) 12.2 14.4 14.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 79 1207 904 96 96 79
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1286 1000 0 96 79
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 73.5% ICU Level of Service D Analysis Period (min) 15

Page 413 of 484 ends

Driveway 2
PM Peak Buiild 09/05/2024
PM Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 73 1125 847 88 88 73
Future Volume (vph) 73 1125 847 88 88 73
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00
Frt 0.986 0.850
Flt Protected 0.997 0.950
Satd. Flow (prot) 0 3529 3490 0 1770 1583
Flt Permitted 0.997 0.950
Satd. Flow (perm) 0 3529 3490 0 1770 1583
Link Speed (mph) 30 30 30
Link Distance (ft) 632 634 602
Travel Time (s) 14.4 14.4 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 79 1223 921 96 96 79
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1302 1017 0 96 79
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 74.3% ICU Level of Service D Analysis Period (min) 15

Page 414 of 484 ends

Sierra and Sixth
Build SAT 09/05/2024
SAT Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 131 1034 101 77 733 95 61 51 53 81 41 97 Future Volume (vph) 131 1034 101 77 733 95 61 51 53 81 41 97 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.987 0.983 0.956 0.940
Flt Protected 0.950 0.950 0.982 0.982
Satd. Flow (prot) 1770 3493 0 1770 3479 0 0 1749 0 0 1719 0 Flt Permitted 0.177 0.125 0.822 0.825
Satd. Flow (perm) 330 3493 0 233 3479 0 0 1464 0 0 1445 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 11 15 25 41
Link Speed (mph) 30 30 30 30
Link Distance (ft) 558 500 702 626
Travel Time (s) 12.7 11.4 16.0 14.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 142 1124 110 84 797 103 66 55 58 88 45 105 Shared Lane Traffic (%)
Lane Group Flow (vph) 142 1234 0 84 900 0 0 179 0 0 238 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 2 1 2
Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA pm+pt NA Perm NA Perm NA
Protected Phases 7 4 3 8 2 6
Permitted Phases 4 8 2 6
Detector Phase 7 4 3 8 2 2 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0

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Sierra and Sixth
Build SAT 09/05/2024
SAT Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 2 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s) 9.5 22.5 10.6 23.6 22.5 22.5 23.6 23.6 Total Split (s) 25.4 38.4 25.4 38.4 36.2 36.2 36.2 36.2 Total Split (%) 25.4% 38.4% 25.4% 38.4% 36.2% 36.2% 36.2% 36.2% Maximum Green (s) 21.4 34.4 19.8 32.8 32.2 32.2 30.6 30.6 Yellow Time (s) 3.0 3.0 3.6 3.6 3.0 3.0 3.6 3.6
All-Red Time (s) 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 5.6 5.6 4.0 5.6
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 42.2 34.7 38.1 30.6 32.3 30.7
Actuated g/C Ratio 0.49 0.41 0.45 0.36 0.38 0.36
v/c Ratio 0.45 0.87 0.35 0.72 0.32 0.44
Control Delay 15.0 32.2 15.0 27.2 19.1 21.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.0 32.2 15.0 27.2 19.1 21.2

LOS B C B C B C
Approach Delay 30.4 26.2 19.1 21.2
Approach LOS C C B C
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 85.6
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 27.4 Intersection LOS: C
Intersection Capacity Utilization 65.1% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: Sierra Ave & Sixth Ave

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Valley View and Sixth
Build SAT 09/05/2024
SAT Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 1186 21 40 1006 37 34 1 27 17 5 9 Future Volume (vph) 7 1186 21 40 1006 37 34 1 27 17 5 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 1000 0 0 175 0 0 0 0
Storage Lanes 1 0 1 1 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.850 0.942 0.959
Flt Protected 0.950 0.950 0.973 0.973
Satd. Flow (prot) 1770 3529 0 1770 1863 1583 0 1707 0 0 1738 0 Flt Permitted 0.113 0.104 0.873 0.881
Satd. Flow (perm) 210 3529 0 194 1863 1583 0 1532 0 0 1574 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 89 29 10
Link Speed (mph) 30 30 30 30
Link Distance (ft) 828 553 694 618
Travel Time (s) 18.8 12.6 15.8 14.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 8 1289 23 43 1093 40 37 1 29 18 5 10
Shared Lane Traffic (%)
Lane Group Flow (vph) 8 1312 0 43 1093 40 0 67 0 0 33 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA pm+pt NA Perm Perm NA Perm NA
Protected Phases 7 4 3 8 2 6
Permitted Phases 4 8 8 2 6

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Valley View and Sixth
Build SAT 09/05/2024
SAT Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 2 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 8 2 2 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 10.6 23.6 23.6 22.5 22.5 23.6 23.6 Total Split (s) 25.4 38.4 25.4 38.4 38.4 36.2 36.2 36.2 36.2 Total Split (%) 25.4% 38.4% 25.4% 38.4% 38.4% 36.2% 36.2% 36.2% 36.2% Maximum Green (s) 21.4 34.4 19.8 32.8 32.8 32.2 32.2 30.6 30.6 Yellow Time (s) 3.0 3.0 3.6 3.6 3.6 3.0 3.0 3.6 3.6
All-Red Time (s) 1.0 1.0 2.0 2.0 2.0 1.0 1.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 5.6 5.6 5.6 4.0 5.6
Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 37.9 34.6 39.7 38.3 38.3 32.4 30.8
Actuated g/C Ratio 0.46 0.42 0.48 0.47 0.47 0.39 0.37
v/c Ratio 0.04 0.88 0.20 1.26 0.05 0.11 0.06
Control Delay 10.0 31.9 12.6 150.1 0.4 12.2 14.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 10.0 31.9 12.6 150.1 0.4 12.2 14.9

LOS A C B F A B B
Approach Delay 31.8 139.9 12.2 14.9
Approach LOS C F B B
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 82.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.26
Intersection Signal Delay: 80.1 Intersection LOS: F
Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 6: Valley View Ave & Sixth Ave

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Driveway 1
Build SAT 09/05/2024
SAT Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 89 1079 926 106 109 89
Future Volume (vph) 89 1079 926 106 109 89
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00
Frt 0.985 0.850
Flt Protected 0.996 0.950
Satd. Flow (prot) 0 3525 3486 0 1770 1583
Flt Permitted 0.996 0.950
Satd. Flow (perm) 0 3525 3486 0 1770 1583
Link Speed (mph) 30 30 30
Link Distance (ft) 500 495 568
Travel Time (s) 11.4 11.3 12.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 97 1173 1007 115 118 97
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1270 1122 0 118 97
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 0 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 77.4% ICU Level of Service D Analysis Period (min) 15

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Driveway 2
Build SAT 09/05/2024
SAT Peak Hour 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 89 1096 943 106 106 89
Future Volume (vph) 89 1096 943 106 106 89
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 0.95 0.95 0.95 0.95 1.00 1.00
Frt 0.985 0.850
Flt Protected 0.996 0.950
Satd. Flow (prot) 0 3525 3486 0 1770 1583
Flt Permitted 0.996 0.950
Satd. Flow (perm) 0 3525 3486 0 1770 1583
Link Speed (mph) 30 30 30
Link Distance (ft) 495 828 559
Travel Time (s) 11.3 18.8 12.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 97 1191 1025 115 115 97
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1288 1140 0 115 97
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 78.2% ICU Level of Service D Analysis Period (min) 15

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26 APPENDIX F
2025 Build Conditions Capacity Analysis Reports
G

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Sixth Street and Valley View
AM Peak Hour_mitig 10/02/2024
Scenario 1 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 5 729 28 25 951 9 34 1 26 3 2 13
Future Volume (vph) 5 729 28 25 951 9 34 1 26 3 2 13
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 1000 0 0 175 0 0 0 0
Storage Lanes 1 0 1 1 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.995 0.850 0.943 0.901
Flt Protected 0.950 0.950 0.973 0.992
Satd. Flow (prot) 1770 3522 0 1770 1863 1583 0 1709 0 0 1665 0 Flt Permitted 0.089 0.279 0.859 0.967
Satd. Flow (perm) 166 3522 0 520 1863 1583 0 1509 0 0 1623 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 6 89 28 14
Link Speed (mph) 30 30 30 30
Link Distance (ft) 747 553 694 618
Travel Time (s) 17.0 12.6 15.8 14.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 792 30 27 1034 10 37 1 28 3 2 14
Shared Lane Traffic (%)
Lane Group Flow (vph) 5 822 0 27 1034 10 0 66 0 0 19 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA pm+pt NA Perm Perm NA Perm NA
Protected Phases 7 4 3 8 2 6
Permitted Phases 4 8 8 2 6

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Sixth Street and Valley View
AM Peak Hour_mitig 10/02/2024
Scenario 1 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 2 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 8 2 2 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 10.6 23.6 23.6 15.0 15.0 15.0 15.0 Total Split (s) 24.0 61.0 24.0 61.0 61.0 15.0 15.0 15.0 15.0 Total Split (%) 24.0% 61.0% 24.0% 61.0% 61.0% 15.0% 15.0% 15.0% 15.0% Maximum Green (s) 20.0 57.0 18.4 55.4 55.4 11.0 11.0 9.4 9.4 Yellow Time (s) 3.0 3.0 3.6 3.6 3.6 3.0 3.0 3.6 3.6
All-Red Time (s) 1.0 1.0 2.0 2.0 2.0 1.0 1.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 5.6 5.6 5.6 4.0 5.6
Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 56.6 54.3 56.7 55.5 55.5 19.6 18.0
Actuated g/C Ratio 0.65 0.63 0.65 0.64 0.64 0.23 0.21
v/c Ratio 0.02 0.37 0.06 0.87 0.01 0.18 0.05
Control Delay 4.6 9.2 5.2 23.3 0.0 20.0 17.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 4.6 9.2 5.2 23.3 0.0 20.0 17.6

LOS A A A C A C B
Approach Delay 9.2 22.6 20.0 17.6
Approach LOS A C C B
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 86.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 16.9 Intersection LOS: B
Intersection Capacity Utilization 67.3% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 6: Valley View Ave & Sixth Ave

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Sixth Street and Valley View
PM Peak Hour_mitig 10/02/2024
Scenario 1 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 1 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 11 1250 39 28 887 22 39 8 36 17 5 6 Future Volume (vph) 11 1250 39 28 887 22 39 8 36 17 5 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 1000 0 0 175 0 0 0 0
Storage Lanes 1 0 1 1 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.850 0.941 0.968
Flt Protected 0.950 0.950 0.977 0.971
Satd. Flow (prot) 1770 3525 0 1770 1863 1583 0 1713 0 0 1751 0 Flt Permitted 0.115 0.111 0.880 0.844
Satd. Flow (perm) 214 3525 0 207 1863 1583 0 1543 0 0 1522 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 3 89 34 7
Link Speed (mph) 30 30 30 30
Link Distance (ft) 747 553 694 618
Travel Time (s) 17.0 12.6 15.8 14.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 12 1359 42 30 964 24 42 9 39 18 5 7
Shared Lane Traffic (%)
Lane Group Flow (vph) 12 1401 0 30 964 24 0 90 0 0 30 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 1 2 1 2
Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 20 6 20 6
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94
Detector 2 Size(ft) 6 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0 0.0
Turn Type pm+pt NA pm+pt NA Perm Perm NA Perm NA
Protected Phases 7 4 3 8 2 6
Permitted Phases 4 8 8 2 6

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Sixth Street and Valley View
PM Peak Hour_mitig 10/02/2024
Scenario 1 1:31 pm 07/12/2024 Baseline Synchro 11 Report

Page 2 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 7 4 3 8 8 2 2 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 10.6 23.6 23.6 18.0 18.0 18.0 18.0 Total Split (s) 37.6 38.4 37.6 38.4 38.4 24.0 24.0 24.0 24.0 Total Split (%) 37.6% 38.4% 37.6% 38.4% 38.4% 24.0% 24.0% 24.0% 24.0% Maximum Green (s) 33.6 34.4 32.0 32.8 32.8 20.0 20.0 18.4 18.4 Yellow Time (s) 3.0 3.0 3.6 3.6 3.6 3.0 3.0 3.6 3.6
All-Red Time (s) 1.0 1.0 2.0 2.0 2.0 1.0 1.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.0 4.0 5.6 5.6 5.6 4.0 5.6
Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
Act Effct Green (s) 36.8 34.6 36.8 35.6 35.6 20.1 18.5
Actuated g/C Ratio 0.55 0.51 0.55 0.53 0.53 0.30 0.28
v/c Ratio 0.05 0.77 0.12 0.98 0.03 0.19 0.07
Control Delay 6.1 18.2 7.3 41.9 0.0 14.7 17.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 6.1 18.2 7.3 41.9 0.0 14.7 17.8

LOS A B A D A B B
Approach Delay 18.1 39.9 14.7 17.8
Approach LOS B D B B
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 67.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.98
Intersection Signal Delay: 26.7 Intersection LOS: C
Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 6: Valley View Ave & Sixth Ave

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Single Story
Commercial
Design
Package
REPORT
01Enhanced Accessibility
02Increased Parking Capacity
03Western-Inspired Horse Holding Facility
04Additional Pedestrian Access
05Relocation of Bike Rack
06Improve Parking for Large Vehicles
250218-Norco-R09b

REVISION REPORT
This report summarizes the changes implemented in the
Single Story Commercial Design Package to enhance
accessibility, functionality, and aesthetic appeal, ordered from most to least impactful.

Exhibit "B" Revision Summary Page 426 of 484
EnhancedAccessibility01
Theparkinglayoutforthedrive-thruand
restauranthasbeenrevisedto
significantlyimproveaccessibilityfor
individualswithdisabilities.Theexisting
singleADAparkingspothasbeen
convertedtoaVan-accessibleshared
ADAparkingspace.Furthermore,an
additionalADAcompliantparkingspot
hasbeenadded,increasingthetotal
numberofaccessibleparkingspaces
andexceedingrequirements.This
changeprioritizesinclusivityand
ensurescompliancewithaccessibility
standards.

IncreasedParkingCapacity02
Thetotalparkingcapacityhasbeen
increasedtoaccommodateanticipated
demand.Therevisedplannow
includes:
-60regularparkingspaces(an
increaseof5spaces)
-1dedicatedtrailerparkingarea
Drive-throughcarstackingcapacityfor
-10vehicles
Thisbringsthetotalparkingcapacityto
71spots,exceedingtherequired61
spots.Thisincreaseaddresses
potentialparkingshortagesand
improvescustomerconvenience.

Page 427 of 484 ends

HorseHoldingFacility03
Ahorseholdingfacilityhasbeen
incorporatedintothedesign,featuring
twoindividualholdingareas,each
measuring10ftx10ft.Thisfacilityis
strategicallylocatedtoblend
seamlesslywiththeexisting
playground,creatingauniqueanimal
viewingexperience,particularlyfor
children.Thedesignoftheholding
facilitywillreflectaWestern-inspired
theme,aligningwiththeNorco
branding.Thisaddsauniquefeature
andenhancestheoverallcustomer
experience.

Page 428 of 484 ends

AdditionalPedestrianAccess04
Anewpedestrianaccesspointand
pathwayhavebeenaddedontheeast
entrance.Thispathwaydirectly
connectstothedrive-through/restaurant
area,improvingpedestrianflowand
accessibility.Thisprovidesmore
convenientaccessforpedestrians.

RelocationofBikeRack05
Thebikerackhasbeenrelocatedtoa
positionnearthepedestrianpark,
providingeasieraccessforcyclistsand
promotingalternativetransportation
options.

Page 429 of 484 ends

ImprovedParkingfor06
LargeVehicles
Toaddressthechallengeof
accommodatinglargervehiclesinthe
dedicatedpull-throughparkingarea,a
bufferzonewasimplemented,
effectivelyexpandingtheavailable
spaceandensuringampleroomfor
maneuvering.Thisimprovementnot
onlysimplifiesparkingforlargevehicles
butalsoenhancesconvenience.

Page 430 of 484 ends

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RESOLUTION 2025-03

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

NORCO GRANTING WITH CONDITIONS, A SITE PLAN REVIEW TO
APPROVE AN 11,780 SQUARE-FOOT COMMERCIAL SHOPPING
CENTER ON A 1.74-ACRE SITE LOCATED AT 1461 SIXTH STREET WITHIN THE C-4 (COMMERCIAL) ZONE. SITE PLAN 2022-01.

WHEREAS, Cyrus Dorbayan submitted an application for a Site Plan Review to the City of Norco, California under the provisions of Chapter 18.40, Title 18 of the Norco Municipal Code, on property located at 1461 Sixth Street (APNs: 131-140-026, -033, - 036, and -037); and
WHEREAS, February 12, 2025, within the Council Chambers at 2820 Clark Avenue, Norco, California, 92860, said application was heard by the Planning Commission for the City of Norco, and was continued by the Planning Commission to the March 12, 2025, regular Planning Commission hearing; and WHEREAS, at the time set at 7 p.m. on March 12, 2025, within the Council Chambers at 2820 Clark Avenue, Norco, California, 92860, said application was heard by the Planning Commission for the City of Norco; and
WHEREAS, at said time and place set, said Planning Commission considered the aforesaid application and received both oral and written testimony pertaining to said application; and
WHEREAS, the City of Norco, acting as the Lead Agency, has determined that the proposed project is categorically exempt from environmental assessment.

NOW, THEREFORE, the Planning Commission of the City of Norco does hereby make the following FINDINGS AND DETERMINATION:

I. FINDINGS:

A. The requested Site Plan will not adversely affect the General Plan or the public convenience or general welfare of persons residing or working in the neighborhood thereof. The Norco General Plan designated the site as CC (Commercial Community) with a C-4 (Commercial) zoning designation. The project is consistent with the underlying zoning and the proposed use can be operated in a manner to be compatible with other permitted uses.

B. The requested use will not adversely affect adjoining land uses or future growth within the C-4 (Commercial) zone through undue environmental impacts.

The proposed use will not inhibit or induce growth or development beyond what is already anticipated per the City General Plan.

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C. The size and shape of the subject site is adequate to allow full development of the proposed use consistent and in compliance with applicable development and public safety standards. The project will construct a commercial shopping center
with site and building design complying with all pertinent standards in the underlying C-4 (Commercial) zone.

D. The City of Norco, acting as Lead Agency, has determined that the project is categorically exempt from environmental assessment per CEQA, Section 15332, Class 32 In-Fill Development Projects. The project occurs within a developed site under 5 acres.

II. DETERMINATION:

NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Norco, California, in session assembled March 12, 2025, that the application for a Site Plan Review is approved, subject to the conditions provided in Chapter 18.40 of the Municipal Code of Norco, and including, but not limited to the following conditions:

PLANNING

1. Approval is based on Exhibit D – Revised Project plans dated February 20, 2025, and incorporated herein by reference and on file with the Planning Department.

Development shall occur as shown unless otherwise noted in these conditions or revised by the City.

2. The recorded owner of the property and applicant shall submit to the Planning Department, for record purposes, written evidence of agreement with all conditions of this approval before said permit shall become effective.

3. The project shall be in compliance with all City of Norco Municipal Codes, Ordinances and Resolutions. Non-compliance with any provisions of the Norco Municipal Code (NMC) not specifically waived in compliance with City procedures, shall constitute cause for revocation and/or termination of the approvals granted under authority of permit.

4. In the event conditions for approval by the Planning Commission, or City Council (as the case may be) require the revision of plans as submitted, the applicant shall submit four copies of the approved plan (revised to incorporate conditions for approval) to the Planning Department for record purposes for approval of any grading and/or building permits.

5. The subject property shall be developed in accordance with the approved plans and specifications on file with the City of Norco Planning Department.

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6. This is not an approval to begin work. No work shall commence until the City of Norco has issued building permits and all other appropriate items.

7. No occupancy of any building and/or structure shall be permitted which is not in compliance with approved plans excepting upon specific review and approval by the Planning Commission. Provided further, that no expansion of use beyond the scope and nature described in this application (Site Plan 2022-01 and related approval for Conditional Use Permit 2022-02) which would tend to increase the projected scale of operations, shall be permitted unless approved by the Planning Director, and may be subject to the approval of a modification of this permit in compliance with all procedures and requirements therefrom.

8. The applicant shall meet all the standards and conditions of the Planning, Fire, Police, Engineering, Building & Safety Departments, and all other applicable departments and agencies.

9. The developer shall obtain all necessary building permits and pay all applicable City of Norco development fees. Furthermore, no structure shall be occupied or used until clearance has been given by all applicable departments, and all appropriate permits are received.

10.A detailed on-site lighting/photometric plan shall be submitted for review and approval by the Planning Division prior to the issuance of Building Permits. Such plan shall indicate the style, illumination, location, height, and method of shielding, as not to adversely affect adjacent properties or streets. All lighting shall be installed as approved on the lighting plan.

11.All landscaped areas shall be provided with a water-conserving automatic irrigation system. A detailed landscaping and underground irrigation plan which utilizes drought-resistant plants, along with the application fee, shall be submitted to the Planning Division for approval. Such plans shall indicate plant and tree types and sizes, and the location and dimensions of all landscaped areas and irrigation lines. Trees to be installed shall be a minimum 24-inch planter box.

Trees adjacent to Sixth Street and within the front setback area shall be a minimum 36-inch box. Shrubs to be installed shall be a minimum 5-gallon container. Shrubs adjacent to Sixth Street and within the front setback shall be a minimum 15-gallon container. Landscape plans shall include a water budget in accordance with the state Water Conservation in Landscaping Act. The inside dimensions of any designated landscape planters adjacent to parking/maneuvering areas which allow vehicle approaches to overhang into said planter areas shall not be credited towards meeting the minimum landscaped area requirements.

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12.Trash enclosures shall be designed to meet City standards in the location as indicated on the site plan and/or in a location approved by the authorized waste hauler. The trash enclosure shall be placed on a concrete pad and screened on three sides with a six-foot high solid masonry decorative block wall in conformance with City standards and shall be equipped with a six-foot high sightobscuring gate, “man” entrance, and solid roof cover, subject to approval of the Planning Division. The trash enclosure shall be a minimum size for two bins, one bin for trash and the other bin for recycling.

13.All parking and drive aisle areas shall be maintained free from outdoor storage of pallets, racking, trash, debris, etc., other than for scheduled pick-up.

14.All parking stalls shall be 9’x20’ in size with a maximum two-foot overhang into the designated landscape planters where applicable. Compact vehicle parking stalls are not allowed.

15.Any mechanical equipment such as: air conditioning, heating or cooling equipment, etc. and/or appurtenant ducts, vents, pipes or cable which are proposed to be mounted either on top of, or outside of, any building or structure shall be subject to review and approval by the Planning Director prior to the issuance of building permits. Plans showing the nature, extent, and location of all such appendages and method of architectural integration, visual, and acoustical treatment of the same shall be submitted to the Planning Division for review and approval prior to issuance of building permits.

16.The proposed project lies within the Western Riverside Council of Governments (WRCOG) area-wide Multi-Species Habitat Conservation Plan (MSHCP). The City has adopted the MSHCP program, and this project shall be subject to the payment of these fees prior to the issuance of building permits unless otherwise exempted by the MSHCP.

17.The proposed project lies within an area subject to an area-wide Transportation Uniform Mitigation Fee (TUMF). The City has adopted the TUMF program, and this project shall be subject to the payment of these fees prior to the issuance of building permits unless exempted by ordinance.

18.A bond or surety device shall be posted and an agreement executed to the satisfaction of the Planning Director and City Attorney, guaranteeing completion of any building prior to the issuance of a building permit for said building. NOTE:

Upon the issuance of a Certificate of Occupancy on said structure, the City will release the Labor and Materials bond within 180 days, and reduce the Faithful Performance Bond to 10 percent of the original amount and release it after a period of one year if no liens have been filed and the work remains in satisfactory condition.

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19.No onsite construction activity work shall be permitted after 6 p.m. or before 7 a.m. or on Saturdays, Sundays or holidays without prior written approval from the Planning Director. Said approvals shall only be granted for emergency situations.

20.No signs are authorized by the approval. Any signs proposed for this project shall be submitted to the Planning Division for review and approval. Once signs are approved, building permits shall be obtained from the Building Division for issuance of a building permit.

21.Any development within the area shown on the site plan as “future building pad area” will require the submittal of the appropriate entitlement application and subsequent approval by the city.

22.Revisions to the Site Plan shall be submitted to the Planning Division showing the elimination of the stacked parking count towards the total required parking count or as excess parking.

23.Revisions to the Site Plan shall be made to the entrance and exit curb cuts to accommodate a larger turning radius. Those revisions shall be submitted to the Planning Division for review.

24.Revisions to the Site Plan shall be made to show a clear path of travel on the west side that continues past ADA parking that will connect to the horsetail.

Those revisions shall be submitted to the Planning Division for review.

25.All exits shall post signs that state “Right Turn Only”.

26.Prior to the commencement of any construction activities, the applicant shall install appropriate screening measures around the perimeter of the construction site to minimize visual impacts and maintain the aesthetic quality of the surrounding area.

BUILDING AND SAFETY

27.Building plans shall demonstrate Accessible path of travel between retail buildings, trash area, and drive thru.

28.Building plans shall demonstrate Accessible path of travel from public way to each building on the site.

29.Building plans must meet the current adopted Building Codes by the City of Norco (Currently 2022 Version of the California Building Codes with amendments).

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ENGINEERING

30.The developer and subsequent owners shall participate in recycling programs that are in compliance with state requirements and the City's recycling program and shall place recycling facilities as approved by the City and the City's waste hauler.

31.A bond or surety device shall be posted and an agreement executed to the satisfaction of the City Engineer and City Attorney, guaranteeing completion of all public improvements. NOTE: Upon acceptance by the City Council of the public improvements and installation of any necessary erosion control devices, the City will release the Labor and Materials bond within 180 days, and reduce the Faithful Performance Bond to 1O percent of the original amount and release it after a period of one year if no liens have been filed and the work remains in satisfactory condition.

32.A bond or surety device shall be posted and an agreement executed to the satisfaction of the City Engineer and City Attorney, guaranteeing completion of all grading, retaining walls, drainage and erosion control improvements.

33.Encroachment Permits shall be obtained from the City of Norco for all work in the public right-of-way prior to the start of work. All work shall be done in accordance with City Standards, and/or as otherwise specified to the satisfaction of the City Engineer and completed prior to certificate of occupancy.

34.The applicant shall obtain written authorization granting permission for any work to be completed on property in which he is not the sole owner. A copy of this written authorization shall be submitted to the City Engineer's office prior to the start of work.

35.The applicant shall submit a preliminary soils report, prepared by a Californialicensed soils engineer, prior to issuance of a building or grading permit.

36.A registered civil engineer shall prepare an on-site precise grading, paving, and drainage plan for approval by the City Engineer as applicable. Plans shall be 24"x36" with elevations to the nearest 0.01 foot, and a maximum scale of 1" = 30’, unless approved differently.

37.Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a registered civil engineer for approval by the City Engineer. Those recommendations of the report, as approved by the City Engineer, shall be incorporated into site development plans prior to their approval.

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38.Prior to the issuance of any grading permit, the applicant's engineer shall prepare and submit a Storm Water Pollution Plan (SWPPP) covering all construction.

Maintenance of the necessary erosion control devices shall be the responsibility of the applicant. Any emergency repair to these devices performed by City forces shall be billed to the applicant and paid for prior to the release of certificate of occupancy.

39.The project engineer shall include an erosion control plan as part of the precise grading plan, providing for installation of approved erosion control devices (sandbags, desilting basins, etc.) during all phases of construction as applicable.

40.All slopes shall be a maximum of 2:1, unless a slope stability analysis prepared by a registered soils engineer is submitted recommending steeper slope gradients. Review and approval of this analysis shall be at the sole discretion of the City Engineer and in no case shall slopes steeper than 1.5:1 be permitted.

Slopes greater than 5 feet in height and slopes adjacent to street right-of-way shall be planted and irrigated with approved plant material. Review and approval of corresponding landscaping/irrigation plans shall be performed by the Planning Division.

41.A registered civil engineer or landscape architect shall prepare street tree planting, parkway landscaping and irrigation plans on standard size sheets for approval by the City Engineer and Planning Director. Plans shall be submitted at the time of initial submission of all improvement plans. All street tree installations shall conform to the Street Tree Master Plan as approved by the Parks and Recreation Commission and City Council.

42.Offsite landscaping must be included on the on-site landscaping plans, which shall be submitted for review and approval by the Planning and Engineering Divisions.

43.Offsite improvements are required for this project including abandonment of existing utility services (including but not limited to sewer, water, gas, electrical & communications), removal of existing driveways and trail pavers, installation of new utility services, installation of new driveway and driveway pavers and associated equestrian trail improvements. A registered civil engineer shall prepare street improvement plans on 24" x 36" mylar for approval by the City Engineer. Striping and signing shall be included as part of these plans, when required. Striping and legends shall be thermoplastic paint. A plan check deposit shall be required prior to plan checking.

44.This development shall be served by underground utilities. All utility locations shall be incorporated into the on-site utility plan and shall be prepared on 24" x 36" mylar, by a registered civil engineer, for approval by the City Engineer.

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45.The project shall be connected to the City's sewer system; and the applicant shall pay all associated connection fees to the City of Norco, prior to building permit issuance. Grease interceptors shall be required for all food service uses.

46.The project shall be connected to the City's water system; and the applicant shall pay all associated connection fees to the City of Norco, prior to building permit issuance.

47.All existing water services shall be abandoned per City Standards.

48.All existing sewer services shall be abandoned per City Standards.

49.All on-site water and sewer lines are considered private lines. The proposed sewer lateral extending from the sewer main in the street to the property line is the property owner’s maintenance responsibility.

50.Separate water meters and reduced pressure backflows preventers shall be required for each unit within each building and are required to be installed prior to issuance of a certificate of occupancy for each unit.

51.Irrigation lines require reduced pressure backflow preventors to be installed to City standards. It is required that irrigation lines be metered separately.

52.Any required meters and direct digital control devices shall be placed at curb or property line per City standards and as approved by the Public Works Department.

53.A Water Quality Management Plan (WQMP) shall be submitted concurrently with the site grading plan submittal. Prior to issuance of a grading permit, the property owner shall record a Covenant and Agreement, or other approved instrument, with the County-Clerk Recorder to inform future property owners of the requirement to implement the approved WQMP.

54.Prior to the issuance of any grading permit, the applicant shall apply for a National Pollution Discharge and Elimination System (NPDES) permit. Proof of compliance (a copy of the Notice of Intent and application fee) shall be submitted to the Engineering Division prior to start of work. No work shall be done that causes a violation of the City-wide NPDES Permit.

55.Prior to permit issuance the Developer shall merge all affected parcels by way of a Parcel Map or any alternative method permitted by law.

FIRE

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56.A water system (hydrants - commercial with one 4” outlet and two 2-1/2” outlets) capable of delivering the required fire flow shall be provided in accordance with Appendix B and C of the California Fire Code shall be provided. A reduction of 50% is permitted in buildings equipped with fire sprinklers in accordance with City Municipal Code. On-site water supply must be available before any combustible material is placed on the construction site. No portion of a building can be more than 400 feet from a hydrant.

57.Prior to building plan approval and construction, applicant/developer shall route a copy of the Water Improvement Plans (offsite) to the Fire Department for review of hydrant placement only. Water Improvement Plans (offsite) will not be reviewed or approved for the installation of onsite Private Fire Service Mains, private hydrants, or fire sprinkler system supplies. The installing contractor shall submit a separate set of working plans designed in accordance with NFPA 13 and NFPA 24 to the Fire Department for a permit to install private water mains.

58.Fire apparatus access roads shall be at least 24 feet wide and comply with Riverside County Fire Department Guideline OFM-01A. Access roads shall be located outside of truck docks and between 15 and 40 feet from the building.

Access roads shall not have a grade more than 16% and shall have an unobstructed vertical clearance not less than 13 feet and 6 inches. Access lanes will be designed to withstand the weight of 80,000 thousand pounds. Apparatus weight is distributed as 55,000 pounds on tandem rear axles and 25,000 pounds on the front axle. Fire apparatus access roads shall have a turning radius capable of accommodating fire apparatus.

59.The surface shall be designed, constructed, and maintained to provide allweather driving capabilities. A letter or statement, wet-stamped and signed by a registered engineer, shall be provided on the plans certifying that any new road meets this 80,000, all-weather requirement. Road base without an appropriate topping or binding material does not satisfy the all-weather requirement.

60.Parking is not permitted on fire apparatus access roads that are less than 32 feet in width. Parking on one side is permitted on a road that is at least 32 feet but less than 40 feet in width. Parking on two sides is permitted on a road that is 40 feet or more in width.

61.Dead-end fire apparatus access roads more than 150 feet in length shall be provided with an approved area for turning around fire apparatus. Reference CFC 503.1.1, 503.2.1 as amended by the County of Riverside and Riverside County Office of the Fire Marshal Guideline OFM-01A.

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62.Inside and Outside Turning Radii - The minimum inside turning radius for an access road shall be 24 feet. The minimum outside turning radius shall be 45 feet. As fire apparatus are unable to negotiate tight “S” curves, a 60-foot straight leg must be provided between these types of compound-turns, or the radii and/or road width must be increased accordingly (rear of property).

63.Traffic Calming Devices are prohibited. Requests for installation of traffic calming designs/devices on fire apparatus access roads shall be submitted and approved by the Office of the Fire Marshal. Reference CFC 503.4.1

64.Fire Department Building Construction Permit Review - Submittal of construction plans to the Fire Department will be required. Final fire and life safety conditions will be addressed when the Fire Department reviews these plans. These conditions will be based on California Fire Code, California Building Code (CBC), and related codes/standards adopted at the time of construction plan submittal.

Reference CFC 105.1.

65.Driveway loops, fire apparatus access lanes and entrance curb radius should be designed to adequately allow access of emergency fire vehicles. The applicant or developer shall include in the building plans the required fire lanes and include the appropriate lane printing and/or signs.

66.Buildings greater than 2,500 square feet shall be equipped with a fire sprinkler system (unless the adopted Building Code or Fire Code dictates a more stringent requirement). The PIV and FDC shall be located to the front, within 100 feet of a hydrant. FDC shall be located so that fire apparatus and hose connected to supply the system will not obstruct roadway access for other fire apparatus.

FDCs are not allowed in the rear of any building. See Riverside County Fire Department Guideline OFM-01B and OFM-02.

67.Fire Alarm and Detection System - A water flow monitoring system and/or fire alarm system may be required as determined at time of building construction plan review. Reference CFC 903.4 and CFC 907.2.

68.An approved Fire Department access key lock box (minimum Knox 3200 series) shall be installed at the main entrance to any sprinklered building. Gate switches or padlocks shall be installed at each automatic or manual gate. Locations shall be shown on plans submitted for a building permit.

69. The location of address numbers shall be indicated on the building plans. Street numbers shall be displayed in a prominent location on the street or fire apparatus access side of buildings. Numbers and letters shall be a minimum of 12” in height with a minimum stroke of .05 inch. Where access is by means of a private

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road and the building cannot be viewed from a public way, a monument, pole, or other sign shall be used to identify the structure in accordance with Riverside County Fire Department Guideline OFM-01A. Address must be legible, of a contrasting color, and illuminated either internally or externally to be visible from the street at all hours.

70.No hazardous materials shall be stored and/or used within the building which exceeds quantities listed in the California Fire Code, without first obtaining a permit.

71.Fire sprinkler riser door shall be posted “FIRE RISER” on the outside of the door.

72.Electrical room door shall be posted “ELECTRICAL ROOM” on the outside of the door.

73.Fire alarm control panel door shall be posted “FACU” on the outside of the door.

74.Roof access door shall be posted “ROOF ACCESS” on the outside of the door.

75.Provide specific fire department conditions on plans for building permit submittal.

SHERRIFF

76.Developer shall install video surveillance of entire shopping center including the parking lot, water tower, and play area.

77.360-degree lighting on water tower and play area shall be required, in order to deter taggers and transients.

78.During building plan check submittal, the design of the water tower shall be revised to remove the water tower platform, in discourage vandalism.

79.Water tower all metal sculptures shall incorporate protective coatings so graffiti can be easily removed.
##

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PASSED AND ADOPTED by the Planning Commission at a regular meeting held on March 12, 2025.

__________________________
Patricia Hedges, Chair
Planning Commission
City of Norco, California
ATTEST:
____________________
Alma Robles, Secretary
Planning Commission
City of Norco, California

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I HEREBY CERTIFY that the foregoing Resolution was duly and regularly passed and adopted by the Planning Commission of the City of Norco at a regular meeting thereof held March 12, 2025, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________
Alma Robles, Secretary
Planning Commission
City of Norco, California

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RESOLUTION 2025-04

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

NORCO GRANTING WITH CONDITIONS, A CONDITIONAL USE
PERMIT TO APPROVE A 1,384 SQUARE-FOOT DRIVE-THRU FOOD
SERVICE FACILITY LOCATED AT 1461 SIXTH STREET, WITHIN THE C-4 ZONE. CONDITIONAL USE PERMIT 2022-02.

WHEREAS, Cyrus Dorbayan submitted an application for a Conditional Use Permit to the City of Norco, California under the provisions of Chapter 18.45, Title 18 of the Norco Municipal Code, on property located at 1461 Sixth Street (APNs: 131-140- 026, -033, -036, and -037); and
WHEREAS, Conditional Use Permit 2022-02 was duly submitted to said City’s Planning Commission for decision at a public hearing for which proper notice was given; and
WHEREAS, on February 12, 2025, within the Council Chambers at 2820 Clark Avenue, Norco, California, 92860, said application was heard by the Planning Commission for the City of Norco, and was continued by the Planning Commission to the March 12, 2025, regular Planning Commission hearing; and WHEREAS, Conditional Use Permit, 2022-02 was scheduled for a public hearing on March 12, 2025, on or about 7:00 p.m. in the Council Chambers at 2820 Clark Avenue, Norco, California 92860; and
WHEREAS, at the time set, the Planning Commission held a public hearing and received both oral and written testimony pertaining to Conditional Use Permit 2022-02; and
WHEREAS, the City of Norco, acting as the Lead Agency, has determined that the proposed project is categorically exempt from environmental assessment.

NOW, THEREFORE, the Planning Commission of the City of Norco does hereby make the following FINDINGS AND DETERMINATION:

I. FINDINGS:

A. The requested Conditional Use Permit will not adversely affect the General Plan or the public convenience or general welfare of persons residing or working in the neighborhood thereof. The requested Conditional Use Permit will not adversely affect the General Plan or the public convenience or general welfare of persons residing or working in the neighborhood thereof. The proposed use can be operated in a manner that is consistent with the surrounding uses and will therefore not have any significant effects.

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B. The requested use will not adversely affect the adjoining land uses, and the growth and development of the area in which it is located. The proposed use is properly screened from adjoining uses by landscaping and a 6-foot-high block wall. Furthermore, the proposed use, when operated in compliance with the conditions of approval, will be compatible with surrounding properties and therefore will not have an adverse effect on adjoining properties.

C. The size and shape of the site is adequate to allow the proposed use. The project site is adequate in shape and size to accommodate the proposed drivethru restaurant. The proposed use meets all applicable development standards.

All required parking spaces and adequate vehicular queuing space is provided.

D. The traffic generated by the proposed use will not impose an undue burden upon the streets and highways in the area. The traffic generated by the proposed use, when operated in compliance with the conditions of approval, will not impose an undue burden upon the streets and highways in the area. The number of proposed parking spaces, and drive-thru vehicle queuing meets development code requirements. Further, a traffic impact study, which has been reviewed by the City’s traffic engineer has concluded that the project is not anticipated to adversely impact the traffic operations of the surrounding area.

E. The City of Norco, acting as lead agency, has determined that the project is categorically exempt from California Environmental Quality Act (CEQA) review, pursuant to Class 32 – Infill Development Projects. The project is consistent with the intent of the underlying Commercial Community General Plan Designation, the C-4 (Commercial) Zoning Designation, and occurs within a disturbed site under 5 acres.

II. DETERMINATION:

NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Norco, California, in session assembled March 12, 2025, that the application for Conditional Use Permit is approved, subject to the conditions provided in Chapter 18.45 of the Municipal Code of Norco, and including, but not limited to the following conditions:

1. The approval of this Conditional Use Permit is contingent upon the approval of a related application, Site Plan 2022-02, which allows for the construction of a commercial shopping which this subject drive-thru will be located on.

2. All Planning, Engineering, Fire and Sheriff Conditions of Approval for the related shopping center development, Site Plan 2022-02 (as approved by Resolution 2025-03) shall apply to this project.

3. Approval is based on Exhibit D – Revised Project plans dated February 20, 2025, and incorporated herein by reference and on file with the Planning Department.

Development shall occur as shown unless otherwise noted in these conditions or revised by the City.

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March 12, 2025

4. The recorded owner of the property and applicant shall submit to the Planning Department, for record purposes, written evidence of agreement with all conditions of this approval before said permit shall become effective.

5. In the event conditions for approval by the Planning Commission, or City Council (as the case may be) require the revision of plans as submitted, the applicant shall submit four copies of the approved plan (revised to incorporate conditions for approval) to the Planning Department for record purposes for approval of any grading and/or building permits.

6. The subject property shall be developed in accordance with approved plans and specifications on file with the City of Norco Planning Department.

7. No occupancy of any building and/or structure shall be permitted which is not in compliance with approved plans excepting upon specific review and approval by the Planning Commission. Provided further, that no expansion of use beyond the scope and nature described in this application (Conditional Use Permit 2022-02 and related approval for Site Plan 2022-01) which would tend to increase the projected scale of operations, shall be permitted unless approved by the Planning Director, and may be subject to the approval of a modification of this permit in compliance with all procedures and requirements therefrom.

8. The approval granted under this Conditional Use Permit shall be specifically limited to the establishment of a 1,384 square-foot drive-thru restaurant with 10 vehicle queuing spaces. This development is related to the approval of Site Plan 2022-01. The commencement of any type of use except as provided for herein, shall constitute an intensification of the use approved hereunder and shall be subject to the review and approval by the Planning Director and may be subject to the approval by the Planning Commission of a modification of Conditional Use Permit 2022-02.

9. It is hereby established that it shall be grounds for revocation of this conditional use permit if the permittee, his agent or assigns, or employee(s) of his establishment, or any other person connected or associated with the permittee or any person who is exercising managerial authority of the business establishment has:
a. Violated any rule, regulation or condition of approval adopted by the Planning Commission relating to this conditional use permit; or b. Conducted the operation permitted hereunder in a manner contrary to the peace, health, safety and general welfare of the public or in a manner which either generates or contributes to noise and/or health/sanitation nuisances, or which results in undesirable activities or creating an increased demand for public services.

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Resolution 2025-04

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March 12, 2025

10.The developer shall obtain all necessary building permits and pay all applicable City of Norco development fees. Furthermore, no structure shall be occupied or used until clearance has been given by all applicable departments, and all appropriate permits are received.
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Resolution 2025-04

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March 12, 2025
PASSED AND ADOPTED by the Planning Commission at a regular meeting held on March 12, 2025.

__________________________
Patricia Hedges, Chair
Planning Commission
City of Norco, California
ATTEST:
____________________
Alma Robles, Secretary
Planning Commission
City of Norco, California

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Resolution 2025-04

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AYES:

NOES:

ABSENT:

ABSTAIN:
____________________
Alma Robles, Secretary
Planning Commission
City of Norco, California

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Norco City CouncilMay 7, 2025

Norco City Council
May 7, 2025