Appendix G
Intersection Level of Service Worksheets (Alternative 4)
Lanes, Volumes, Timings Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 23 62 23 191 79 301 23 434 260 373 774 52 Future Volume (vph) 23 62 23 191 79 301 23 434 260 373 774 52 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 215 0 250 0 225 0 280 0
Storage Lanes 1 0 2 1 1 0 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.91 0.91 0.97 0.91 0.91 Ped Bike Factor 0.99 0.98 0.99 1.00
Frt 0.959 0.850 0.944 0.991
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1773 0 3433 1863 1583 1770 4743 0 3433 5029 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1770 1773 0 3433 1863 1554 1770 4743 0 3433 5029 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 14 334 114 9
Link Speed (mph) 25 35 35 35
Link Distance (ft) 1165 380 688 613
Travel Time (s) 31.8 7.4 13.4 11.9
Confl. Peds. (#/hr) 14 6 10 3
Confl. Bikes (#/hr) 44
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 26 69 26 212 88 334 26 482 289 414 860 58 Shared Lane Traffic (%)
Lane Group Flow (vph) 26 95 0 212 88 334 26 771 0 414 918 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) 24 24 24 24
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
Lanes, Volumes, Timings Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Prot NA Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 8.0 6.0 8.0 6.0 6.0 8.0 15.0 8.0 10.0 Minimum Split (s) 12.5 37.6 12.5 39.9 39.9 12.5 29.9 12.5 27.9 Total Split (s) 18.0 38.0 21.0 41.0 41.0 18.0 42.0 29.0 53.0 Total Split (%) 13.8% 29.2% 16.2% 31.5% 31.5% 13.8% 32.3% 22.3% 40.8% Maximum Green (s) 13.5 33.4 16.5 36.1 36.1 13.5 35.1 24.5 46.1 Yellow Time (s) 3.0 3.6 3.0 3.9 3.9 3.0 3.9 3.0 3.9
All-Red Time (s) 1.5 1.0 1.5 1.0 1.0 1.5 3.0 1.5 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.6 4.5 4.9 4.9 4.5 6.9 4.5 6.9 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 26.0 28.0 28.0 16.0 14.0
Pedestrian Calls (#/hr) 7 3 3 0 0
Act Effct Green (s) 8.2 14.0 12.4 23.0 23.0 11.3 63.2 19.9 76.8 Actuated g/C Ratio 0.06 0.11 0.10 0.18 0.18 0.09 0.49 0.15 0.59 v/c Ratio 0.24 0.47 0.65 0.27 0.61 0.17 0.33 0.79 0.31
Control Delay (s/veh) 63.3 51.0 65.9 46.8 9.0 93.3 48.0 64.2 17.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 63.3 51.0 65.9 46.8 9.0 93.3 48.0 64.2 17.0
LOS E D E D A F D E B
Approach Delay (s/veh) 53.6 33.3 49.5 31.7
Approach LOS D C D C
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 71 (55%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 95
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay (s/veh): 37.9 Intersection LOS: D Intersection Capacity Utilization 60.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 1: S Brea Boulevard & W Birch St/E Birch St HCM 7th Signalized Intersection Summary Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 62 23 191 79 301 23 434 260 373 774 52 Future Volume (veh/h) 23 62 23 191 79 301 23 434 260 373 774 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.99 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 69 14 212 88 65 26 482 243 414 860 55 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 67 153 31 267 266 222 512 1782 814 473 1736 111 Arrive On Green 0.04 0.10 0.10 0.08 0.14 0.14 0.57 1.00 1.00 0.14 0.35 0.35 Sat Flow, veh/h 1781 1497 304 3456 1870 1565 1781 3404 1554 3456 4896 312 Grp Volume(v), veh/h 26 0 83 212 88 65 26 482 243 414 597 318 Grp Sat Flow(s),veh/h/ln 1781 0 1800 1728 1870 1565 1781 1702 1554 1728 1702 1803 Q Serve(g_s), s 1.9 0.0 5.6 7.8 5.5 4.8 0.8 0.0 0.0 15.3 17.8 18.0 Cycle Q Clear(g_c), s 1.9 0.0 5.6 7.8 5.5 4.8 0.8 0.0 0.0 15.3 17.8 18.0 Prop In Lane 1.00 0.17 1.00 1.00 1.00 1.00 1.00 0.17
Lane Grp Cap(c), veh/h 67 0 184 267 266 222 512 1782 814 473 1207 640 V/C Ratio(X) 0.39 0.00 0.45 0.79 0.33 0.29 0.05 0.27 0.30 0.88 0.49 0.50 Avail Cap(c_a), veh/h 185 0 463 439 519 435 512 1782 814 651 1207 640 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.1 0.0 54.9 59.0 50.2 49.9 19.9 0.0 0.0 55.0 32.8 32.9 Incr Delay (d2), s/veh 1.4 0.0 0.6 2.0 0.3 0.3 0.0 0.3 0.9 7.7 1.5 2.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 2.6 3.5 2.6 1.9 0.4 0.1 0.2 7.1 7.5 8.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 62.5 0.0 55.5 61.0 50.5 50.2 19.9 0.3 0.9 62.7 34.3 35.6 LnGrp LOS E E E D D B A A E C D
Approach Vol, veh/h 109 365 751 1329
Approach Delay, s/veh 57.2 56.5 1.2 43.5
Approach LOS E E A D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 22.3 75.0 14.5 18.2 44.3 53.0 9.4 23.4 Change Period (Y+Rc), s 4.5 6.9 4.5 * 4.9 6.9 * 6.9 4.5 4.9 Max Green Setting (Gmax), s 24.5 35.1 16.5 * 33 13.5 * 46 13.5 36.1 Max Q Clear Time (g_c+I1), s 17.3 2.0 9.8 7.6 2.8 20.0 3.9 7.5 Green Ext Time (p_c), s 0.5 3.4 0.2 0.3 0.0 4.1 0.0 0.4 Intersection Summary
HCM 7th Control Delay, s/veh 33.5
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
Lanes, Volumes, Timings Alternative 4
2: S Orange Ave & E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 654 45 22 553 8 19 52 89 0 0 12
Future Volume (vph) 1 654 45 22 553 8 19 52 89 0 0 12
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 80 130 0 0 0 0 0
Storage Lanes 0 1 1 0 0 0 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.998 0.925 0.865
Flt Protected 0.950 0.994
Satd. Flow (prot) 0 3539 1583 1770 3532 0 0 1713000 1611 Flt Permitted 0.950 0.994
Satd. Flow (perm) 0 3539 1583 1770 3532 0 0 1713000 1611 Link Speed (mph) 35 35 25 25
Link Distance (ft) 380 364 668 208
Travel Time (s) 7.4 7.1 18.2 5.7
Confl. Peds. (#/hr) 10 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 1 681 47 23 576 8 20 54 93 0 0 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 682 47 23 584 0 0 167 0 0 0 13
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) 24 24 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.1% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
2: S Orange Ave & E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 5
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 654 45 22 553 8 19 52 89 0 0 12
Future Vol, veh/h 1 654 45 22 553 8 19 52 89 0 0 12
Conflicting Peds, #/hr 0 0 10 0 0 5 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 80 130 - - - - - - -0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 681 47 23 576 8 20 54 93 0 0 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 589 0 0 738 0 0 1027 1329 351 - - 297 Stage 1 - - - - - - 693 693 - - - -
Stage 2 - - - - - - 334 635 - - - -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 - - 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - - - -
Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - - - -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 - - 3.32 Pot Cap-1 Maneuver 982 - - 864 - - 189 154 646 0 0 699
Stage 1 - - - - - - 400 443 - 0 0 -
Stage 2 - - - - - - 654 470 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 977 - - 856 - - 178 147 639 - - 696
Mov Cap-2 Maneuver - - - - - - 178 147 - - - -
Stage 1 - - - - - - 395 438 - - - -
Stage 2 - - - - - - 625 456 - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0.01 0.35 38.44 10.27
HCM LOS E B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 267 977 - - 856 - - 696
HCM Lane V/C Ratio 0.624 0.001 - - 0.027 - - 0.018
HCM Control Delay (s/veh) 38.4 8.7 - - 9.3 - - 10.3
HCM Lane LOS E A - - A - - B
HCM 95th %tile Q(veh) 3.8 0 - - 0.1 - - 0.1
Lanes, Volumes, Timings Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 19 570 158 149 566 14 0 0 0 33 7 19 Future Volume (vph) 19 570 158 149 566 14 0 0 0 33 7 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 185 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
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 Ped Bike Factor 0.99 1.00 1.00
Frt 0.967 0.996 0.957
Flt Protected 0.950 0.950 0.972
Satd. Flow (prot) 1770 3394 0 1770 3522 0 0 0 0 0 1726 0 Flt Permitted 0.428 0.370 0.972
Satd. Flow (perm) 797 3394 0 689 3522 0 0 0 0 0 1726 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 62 4 19
Link Speed (mph) 35 35 25 25
Link Distance (ft) 364 329 750 397
Travel Time (s) 7.1 6.4 20.5 10.8
Confl. Peds. (#/hr) 13 5 85 1
Confl. Bikes (#/hr) 4 2
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 19 582 161 152 578 14 0 0 0 34 7 19
Shared Lane Traffic (%)
Lane Group Flow (vph) 19 743 0 152 592 0 0 0 0 0 60 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
Detector Template Left Thru Left Thru Left Thru
Leading Detector (ft) 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 6
Detector 1 Type 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
Detector 1 Queue (s) 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
Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Lanes, Volumes, Timings Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Perm NA Perm NA Perm NA
Protected Phases 2 6 4
Permitted Phases 2 6 4
Detector Phase 2 2 6 6 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 2.0 2.0
Minimum Split (s) 26.9 26.9 26.9 26.9 35.6 35.6
Total Split (s) 26.9 26.9 26.9 26.9 35.6 35.6
Total Split (%) 43.0% 43.0% 43.0% 43.0% 57.0% 57.0%
Maximum Green (s) 22.0 22.0 22.0 22.0 31.0 31.0
Yellow Time (s) 3.9 3.9 3.9 3.9 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.9 4.9 4.9 4.9 4.6
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 1.0 1.0 1.0 1.0 2.0 2.0
Recall Mode Max Max Max Max None None
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 15.0 15.0 15.0 15.0 24.0 24.0
Pedestrian Calls (#/hr) 6 6 2 2 1 1
Act Effct Green (s) 39.6 39.6 39.6 39.6 9.2
Actuated g/C Ratio 0.81 0.81 0.81 0.81 0.19
v/c Ratio 0.03 0.27 0.27 0.21 0.18
Control Delay (s/veh) 7.7 5.4 9.7 5.4 12.1
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 7.7 5.4 9.7 5.4 12.1
LOS A A A A B
Approach Delay (s/veh) 5.4 6.3 12.1
Approach LOS A A B
Intersection Summary
Area Type: Other
Cycle Length: 62.5
Actuated Cycle Length: 48.6
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.27
Intersection Signal Delay (s/veh): 6.1 Intersection LOS: A Intersection Capacity Utilization 53.7% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: S Flower Ave & E Birch St
HCM 7th Signalized Intersection Summary Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 570 158 149 566 14 0 0 0 33 7 19 Future Volume (veh/h) 19 570 158 149 566 14 0 0 0 33 7 19 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 19 582 158 152 578 13 34 7 7
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2
Cap, veh/h 722 1855 502 639 2388 54 46 9 9
Arrive On Green 0.67 0.67 0.67 0.67 0.67 0.67 0.04 0.04 0.04 Sat Flow, veh/h 824 2758 747 717 3551 80 1247 257 257
Grp Volume(v), veh/h 19 374 366 152 289 302 48 0 0
Grp Sat Flow(s),veh/h/ln 824 1777 1727 717 1777 1853 1760 0 0 Q Serve(g_s), s 0.3 2.9 2.9 3.7 2.1 2.1 0.9 0.0 0.0
Cycle Q Clear(g_c), s 2.4 2.9 2.9 6.5 2.1 2.1 0.9 0.0 0.0 Prop In Lane 1.00 0.43 1.00 0.04 0.71 0.15
Lane Grp Cap(c), veh/h 722 1195 1162 639 1195 1247 65 0 0 V/C Ratio(X) 0.03 0.31 0.31 0.24 0.24 0.24 0.74 0.00 0.00 Avail Cap(c_a), veh/h 722 1195 1162 639 1195 1247 1668 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 2.6 2.2 2.2 3.6 2.1 2.1 15.6 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.7 0.7 0.9 0.5 0.5 6.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.3 0.2 0.2 0.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 2.6 2.9 2.9 4.5 2.6 2.6 21.6 0.0 0.0 LnGrp LOS A A A A A A C
Approach Vol, veh/h 759 743 48
Approach Delay, s/veh 2.9 3.0 21.6
Approach LOS A A C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 26.9 5.8 26.9
Change Period (Y+Rc), s 4.9 4.6 4.9
Max Green Setting (Gmax), s 22.0 31.0 22.0
Max Q Clear Time (g_c+I1), s 4.9 2.9 8.5
Green Ext Time (p_c), s 1.5 0.1 1.5
Intersection Summary
HCM 7th Control Delay, s/veh 3.5
HCM 7th LOS A
Lanes, Volumes, Timings Alternative 4
4: Alley & E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 2 583 17 35 724 3 5 0 2 2 0 1
Future Volume (vph) 2 583 17 35 724 3 5 0 2 2 0 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 40 0 140 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
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 Ped Bike Factor
Frt 0.996 0.999 0.966 0.955
Flt Protected 0.950 0.950 0.964 0.968
Satd. Flow (prot) 1770 3525 0 1770 3536 0 0 1735 0 0 1722 0 Flt Permitted 0.950 0.950 0.964 0.968
Satd. Flow (perm) 1770 3525 0 1770 3536 0 0 1735 0 0 1722 0 Link Speed (mph) 35 35 25 25
Link Distance (ft) 329 815 991 416
Travel Time (s) 6.4 15.9 27.0 11.3
Confl. Peds. (#/hr) 26 12
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 2 711 21 43 883 4 6 0 2 2 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 2 732 0 43 887 0 0 8 0030
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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.8% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
4: Alley & E Birch St Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 10
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 583 17 35 724 3 5 0 2 2 0 1
Future Vol, veh/h 2 583 17 35 724 3 5 0 2 2 0 1
Conflicting Peds, #/hr 0 0 26 0 0 12 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 40 - - 140 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 2 711 21 43 883 4 6 0 2 2 0 1
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 899 0 0 758 0 0 1279 1736 392 1342 1745 455 Stage 1 - - - - - - 752 752 - 982 982 -
Stage 2 - - - - - - 527 984 - 360 763 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 752 - - 849 - - 123 87 607 110 86 552 Stage 1 - - - - - - 368 416 - 267 325 -
Stage 2 - - - - - - 503 325 - 631 411 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 743 - - 828 - - 113 79 592 103 78 546 Mov Cap-2 Maneuver - - - - - - 113 79 - 103 78 -
Stage 1 - - - - - - 358 404 - 251 305 -
Stage 2 - - - - - - 476 304 - 626 400 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.03 0.44 30.96 31.24
HCM LOS D D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 147 743 - - 828 - - 141
HCM Lane V/C Ratio 0.058 0.003 - - 0.052 - - 0.026
HCM Control Delay (s/veh) 31 9.9 - - 9.6 - - 31.2
HCM Lane LOS D A - - A - - D
HCM 95th %tile Q(veh) 0.2 0 - - 0.2 - - 0.1
Lanes, Volumes, Timings Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 11
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 163 1426 394 232 1518 92 415 475 138 216 713 58 Future Volume (vph) 163 1426 394 232 1518 92 415 475 138 216 713 58 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 225 160 230 185 355 180 245 0
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 1.00 Ped Bike Factor 0.98 0.98 0.97 0.97
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3433 5085 1583 3433 5085 1583 3433 5085 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3433 5085 1545 3433 5085 1556 3433 5085 1536 3433 3539 1542 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 237 97 164 147
Link Speed (mph) 40 40 35 35
Link Distance (ft) 615 385 495 688
Travel Time (s) 10.5 6.6 9.6 13.4
Confl. Peds. (#/hr) 11 5 14 8
Confl. Bikes (#/hr) 1 5 7
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 194 1698 469 276 1807 110 494 565 164 257 849 69 Shared Lane Traffic (%)
Lane Group Flow (vph) 194 1698 469 276 1807 110 494 565 164 257 849 69 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) 24 24 24 24
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 1 2 1 1 2 1 1 2 1
Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex 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 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 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 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
Lanes, Volumes, Timings Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6 8 4
Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4
Switch Phase
Minimum Initial (s) 10.0 15.0 15.0 7.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 14.6 42.3 42.3 11.6 42.3 42.3 14.6 41.6 41.6 15.3 39.6 39.6 Total Split (s) 15.6 50.5 50.5 17.6 52.5 52.5 21.6 42.6 42.6 19.3 39.6 39.6 Total Split (%) 12.0% 38.8% 38.8% 13.5% 40.4% 40.4% 16.6% 32.8% 32.8% 14.8% 30.5% 30.5% Maximum Green (s) 11.0 45.2 45.2 13.0 47.2 47.2 17.0 38.0 38.0 14.0 35.0 35.0 Yellow Time (s) 3.6 4.3 4.3 3.6 4.3 4.3 3.6 3.6 3.6 4.3 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.3 5.3 4.6 5.3 5.3 4.6 4.6 4.6 5.3 4.6 4.6 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 5.0 5.0 2.0 5.0 5.0 Minimum Gap (s) 2.0 1.5 1.5 2.0 1.5 1.5 2.0 1.5 1.5 2.0 1.5 1.5 Time Before Reduce (s) 0.0 5.0 5.0 0.0 5.0 5.0 0.0 4.0 4.0 0.0 4.0 4.0 Time To Reduce (s) 0.5 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 Recall Mode None C-Min C-Min Min C-Min C-Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 30.0 30.0 30.0 30.0 30.0 30.0 28.0 28.0 Pedestrian Calls (#/hr) 5 5 2 2 7 7 4 4
Act Effct Green (s) 10.7 46.6 46.6 13.0 49.0 49.0 17.0 37.7 37.7 12.9 34.3 34.3 Actuated g/C Ratio 0.08 0.36 0.36 0.10 0.38 0.38 0.13 0.29 0.29 0.10 0.26 0.26 v/c Ratio 0.69 0.93 0.67 0.80 0.94 0.17 1.10 0.38 0.29 0.76 0.91 0.13 Control Delay (s/veh) 71.4 50.6 22.0 75.4 50.5 7.4 124.7 37.9 6.5 62.9 60.3 7.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 71.4 50.6 22.0 75.4 50.5 7.4 124.7 37.9 6.5 62.9 60.3 7.8
LOS E D C E D A F D A E E A
Approach Delay (s/veh) 46.6 51.5 68.7 57.8
Approach LOS D D E E
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 39 (30%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 125
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.10
Intersection Signal Delay (s/veh): 53.9 Intersection LOS: D Intersection Capacity Utilization 88.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: S Brea Boulevard & Imperial Highway HCM 7th Signalized Intersection Summary Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 163 1426 394 232 1518 92 415 475 138 216 713 58 Future Volume (veh/h) 163 1426 394 232 1518 92 415 475 138 216 713 58 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 194 1698 323 276 1807 50 494 565 21 257 849 -51 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 266 1774 539 367 1951 603 452 1528 460 309 936 417 Arrive On Green 0.08 0.35 0.35 0.11 0.38 0.38 0.13 0.30 0.30 0.09 0.26 0.00 Sat Flow, veh/h 3456 5106 1550 3456 5106 1579 3456 5106 1538 3456 3554 1585 Grp Volume(v), veh/h 194 1698 323 276 1807 50 494 565 21 257 849 -51 Grp Sat Flow(s),veh/h/ln 1728 1702 1550 1728 1702 1579 1728 1702 1538 1728 1777 1585 Q Serve(g_s), s 7.1 42.3 15.2 10.1 44.0 2.6 17.0 11.3 0.9 9.5 30.1 0.0 Cycle Q Clear(g_c), s 7.1 42.3 15.2 10.1 44.0 2.6 17.0 11.3 0.9 9.5 30.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 266 1774 539 367 1951 603 452 1528 460 309 936 417 V/C Ratio(X) 0.73 0.96 0.60 0.75 0.93 0.08 1.09 0.37 0.05 0.83 0.91 -0.12 Avail Cap(c_a), veh/h 292 1775 539 367 1951 603 452 1528 460 372 957 427 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.94 0.00 Uniform Delay (d), s/veh 58.7 41.5 16.3 56.4 38.4 25.6 56.5 35.9 17.7 58.2 46.4 0.0 Incr Delay (d2), s/veh 6.6 13.4 4.9 7.6 9.1 0.3 69.9 0.3 0.1 10.2 12.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 19.4 6.0 4.7 19.3 1.0 11.7 4.7 0.5 4.6 14.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.3 54.8 21.2 64.0 47.5 25.9 126.4 36.2 17.8 68.4 58.4 0.0 LnGrp LOS E D C E D C F D B E E
Approach Vol, veh/h 2215 2133 1080 1055
Approach Delay, s/veh 50.8 49.1 77.1 63.7
Approach LOS D D E E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.1 50.5 21.6 38.8 14.6 55.0 16.9 43.5 Change Period (Y+Rc), s 5.3 * 5.3 4.6 4.6 4.6 5.3 5.3 4.6 Max Green Setting (Gmax), s 13.0 * 45 17.0 35.0 11.0 47.2 14.0 38.0 Max Q Clear Time (g_c+I1), s 12.1 44.3 19.0 32.1 9.1 46.0 11.5 13.3 Green Ext Time (p_c), s 0.1 0.9 0.0 2.0 0.1 1.2 0.1 7.1 Intersection Summary
HCM 7th Control Delay, s/veh 56.7
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
Lanes, Volumes, Timings Alternative 4
6: S Orange Ave & Imperial Highway Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 14
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1842 6 0 1818 146 0 0 17 0 0 37
Future Volume (vph) 0 1842 6 0 1818 146 0 0 17 0 0 37
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.989 0.865 0.865
Flt Protected
Satd. Flow (prot) 0 5085 0 0 5029 0 0 0 1611 0 0 1611
Flt Permitted
Satd. Flow (perm) 0 5085 0 0 5029 0 0 0 1611 0 0 1611
Link Speed (mph) 40 40 25 25
Link Distance (ft) 385 366 1313 668
Travel Time (s) 6.6 6.2 35.8 18.2
Confl. Peds. (#/hr) 2 12
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 0 2246 7 0 2217 178 0 0 21 0 0 45
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 2253 0 0 2395 0 0 0 21 0 0 45
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) 24 24 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 48.5% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
6: S Orange Ave & Imperial Highway Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 15
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1842 6 0 1818 146 0 0 17 0 0 37
Future Vol, veh/h 0 1842 6 0 1818 146 0 0 17 0 0 37
Conflicting Peds, #/hr 0 0 2 0 0 12 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - -0 - -0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 2246 7 0 2217 178 0 0 21 0 0 45
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 1129 - - 1210
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - - - - - - - 7.14 - - 7.14
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.92 - - 3.92
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 170 0 0 150
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 170 - - 148
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 29.14 39.54
HCM LOS D E
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 170 - - - - 148
HCM Lane V/C Ratio 0.122 - - - - 0.304
HCM Control Delay (s/veh) 29.1 - - - - 39.5
HCM Lane LOS D - - - -E
HCM 95th %tile Q(veh) 0.4 - - - - 1.2
Lanes, Volumes, Timings Alternative 4
7: S Flower Ave & Imperial Highway Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 16
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1852 2 0 1689 0 0 0 12 0 0 276
Future Volume (vph) 0 1852 2 0 1689 0 0 0 12 0 0 276
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 130 0 0 0 0 0 0 100
Storage Lanes 0 0 0 0 0 1 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.865 0.865
Flt Protected
Satd. Flow (prot) 0 5085 0 0 5085 0 0 0 1611 0 0 1611
Flt Permitted
Satd. Flow (perm) 0 5085 0 0 5085 0 0 0 1611 0 0 1611
Link Speed (mph) 40 40 25 25
Link Distance (ft) 366 681 1312 750
Travel Time (s) 6.2 11.6 35.8 20.5
Confl. Peds. (#/hr) 6
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 0 2205 2 0 2011 0 0 0 14 0 0 329
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 2207 0 0 2011 0 0 0 14 0 0 329
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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 56.4% ICU Level of Service B Analysis Period (min) 15
HCM 7th TWSC Alternative 4
7: S Flower Ave & Imperial Highway Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 17
Intersection
Int Delay, s/veh 24
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1852 2 0 1689 0 0 0 12 0 0 276
Future Vol, veh/h 0 1852 2 0 1689 0 0 0 12 0 0 276
Conflicting Peds, #/hr 0 0 0 0 0 6 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - -0 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 2205 2 0 2011 0 0 0 14 0 0 329
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 1104 - - 1005
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - - - - - - - 7.14 - - 7.14
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.92 - - 3.92
Pot Cap-1 Maneuver 0 - - 0 - 0 0 0 177 0 0 ~ 206
Stage 1 0 - - 0 - 0 0 0 - 0 0 -
Stage 2 0 - - 0 - 0 0 0 - 0 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - - 177 - - ~ 206
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 27.14 $ 331.85
HCM LOS D F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT SBLn1
Capacity (veh/h) 177 - - - 206
HCM Lane V/C Ratio 0.081 - - - 1.597
HCM Control Delay (s/veh) 27.1 - - -$ 331.9
HCM Lane LOS D - - - F
HCM 95th %tile Q(veh) 0.3 - - - 21.2
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Alternative 4
8: Sycamore Ave/Alley & Imperial Highway Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 18
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 23 1839 12 35 1657 3 0 0 17 3 1 18 Future Volume (vph) 23 1839 12 35 1657 3 0 0 17 3 1 18
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 120 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.865 0.887
Flt Protected 0.950 0.950 0.994
Satd. Flow (prot) 1770 5080 0 1770 5085 0 0 1611 0 0 1642 0 Flt Permitted 0.950 0.950 0.994
Satd. Flow (perm) 1770 5080 0 1770 5085 0 0 1611 0 0 1642 0 Link Speed (mph) 40 40 25 25
Link Distance (ft) 681 517 606 991
Travel Time (s) 11.6 8.8 16.5 27.0
Confl. Peds. (#/hr) 1 3
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) 25 1999 13 38 1801 3 0 0 18 3 1 20
Shared Lane Traffic (%)
Lane Group Flow (vph) 25 2012 0 38 1804 0 0 18 0 0 24 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 46.5% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
8: Sycamore Ave/Alley & Imperial Highway Laurel Elementary Circulation Study 7-9 AM Synchro 12 Report
Fehr & Peers Page 19
Intersection
Int Delay, s/veh 3.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 23 1839 12 35 1657 3 0 0 17 3 1 18
Future Vol, veh/h 23 1839 12 35 1657 3 0 0 17 3 1 18
Conflicting Peds, #/hr 0 0 1 0 0 3 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 75 - - 120 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 25 1999 13 38 1801 3 0 0 18 3 1 20
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1807 0 0 2013 0 0 2854 3940 1007 2731 3945 905 Stage 1 - ----- 2056 2056 - 1882 1882 -
Stage 2 - - - - - - 797 1883 - 850 2063 -
Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 156 - - 123 - - 18 3 205 22 3 240
Stage 1 - - - - - - 35 97 - 47 118 -
Stage 2 - - - - - - 314 118 - 291 96 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 156 - - 123 - - 5 2 205 11 2 239
Mov Cap-2 Maneuver - - - - - - 5 2 - 11 2 -
Stage 1 - - - - - - 29 81 - 32 82 -
Stage 2 - - - - - - 197 81 - 223 80 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.4 0.97 24.29 $ 400.35
HCM LOS C F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 205 156 - - 123 - - 25
HCM Lane V/C Ratio 0.09 0.16 - - 0.309 - - 0.976
HCM Control Delay (s/veh) 24.3 32.4 - - 46.8 - -$ 400.4 HCM Lane LOS C D - - E - - F
HCM 95th %tile Q(veh) 0.3 0.6 - - 1.2 - - 3
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 49 75 32 187 88 222 44 300 211 237 376 71 Future Volume (vph) 49 75 32 187 88 222 44 300 211 237 376 71 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 215 0 250 0 225 0 280 0
Storage Lanes 1 0 2 1 1 0 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.91 0.91 0.97 0.91 0.91 Ped Bike Factor 0.99 0.98 0.99 0.99
Frt 0.955 0.850 0.938 0.976
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1764 0 3433 1863 1583 1770 4707 0 3433 4937 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1770 1764 0 3433 1863 1554 1770 4707 0 3433 4937 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 16 247 134 33
Link Speed (mph) 25 35 35 35
Link Distance (ft) 1165 380 688 613
Travel Time (s) 31.8 7.4 13.4 11.9
Confl. Peds. (#/hr) 14 6 10 3
Confl. Bikes (#/hr) 44
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 54 83 36 208 98 247 49 333 234 263 418 79 Shared Lane Traffic (%)
Lane Group Flow (vph) 54 119 0 208 98 247 49 567 0 263 497 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) 24 24 24 24
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
Lanes, Volumes, Timings Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Prot NA Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 8.0 6.0 8.0 6.0 6.0 8.0 15.0 8.0 10.0 Minimum Split (s) 12.5 37.6 12.5 39.9 39.9 12.5 29.9 12.5 27.9 Total Split (s) 18.0 38.0 21.0 41.0 41.0 18.0 42.0 29.0 53.0 Total Split (%) 13.8% 29.2% 16.2% 31.5% 31.5% 13.8% 32.3% 22.3% 40.8% Maximum Green (s) 13.5 33.4 16.5 36.1 36.1 13.5 35.1 24.5 46.1 Yellow Time (s) 3.0 3.6 3.0 3.9 3.9 3.0 3.9 3.0 3.9
All-Red Time (s) 1.5 1.0 1.5 1.0 1.0 1.5 3.0 1.5 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.6 4.5 4.9 4.9 4.5 6.9 4.5 6.9 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 26.0 28.0 28.0 16.0 14.0
Pedestrian Calls (#/hr) 7 3 3 0 0
Act Effct Green (s) 9.2 15.2 12.2 20.3 20.3 12.4 67.8 14.3 72.2 Actuated g/C Ratio 0.07 0.12 0.09 0.16 0.16 0.10 0.52 0.11 0.56 v/c Ratio 0.43 0.54 0.65 0.34 0.55 0.29 0.23 0.70 0.18
Control Delay (s/veh) 68.2 53.6 66.0 50.4 9.6 74.4 31.8 65.6 16.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 68.2 53.6 66.0 50.4 9.6 74.4 31.8 65.6 16.3
LOS E D E D A E C E B
Approach Delay (s/veh) 58.2 38.1 35.2 33.4
Approach LOS E D D C
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 71 (55%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 95
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay (s/veh): 37.2 Intersection LOS: D Intersection Capacity Utilization 56.5% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 1: S Brea Boulevard & W Birch St/E Birch St HCM 7th Signalized Intersection Summary Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 75 32 187 88 222 44 300 211 237 376 71 Future Volume (veh/h) 49 75 32 187 88 222 44 300 211 237 376 71 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 54 83 24 208 98 -22 49 333 188 263 418 76 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 94 158 46 263 257 218 493 1894 866 322 1540 272 Arrive On Green 0.05 0.11 0.11 0.08 0.14 0.00 0.55 1.00 1.00 0.09 0.35 0.35 Sat Flow, veh/h 1781 1381 399 3456 1870 1585 1781 3404 1555 3456 4344 766 Grp Volume(v), veh/h 54 0 107 208 98 -22 49 333 188 263 325 169 Grp Sat Flow(s),veh/h/ln 1781 0 1780 1728 1870 1585 1781 1702 1555 1728 1702 1706 Q Serve(g_s), s 3.8 0.0 7.4 7.7 6.2 0.0 1.7 0.0 0.0 9.7 8.8 9.2 Cycle Q Clear(g_c), s 3.8 0.0 7.4 7.7 6.2 0.0 1.7 0.0 0.0 9.7 8.8 9.2 Prop In Lane 1.00 0.22 1.00 1.00 1.00 1.00 1.00 0.45
Lane Grp Cap(c), veh/h 94 0 204 263 257 218 493 1894 866 322 1207 605 V/C Ratio(X) 0.57 0.00 0.53 0.79 0.38 -0.10 0.10 0.18 0.22 0.82 0.27 0.28 Avail Cap(c_a), veh/h 185 0 457 439 519 440 493 1894 866 651 1207 605 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 60.1 0.0 54.3 59.0 51.0 0.0 21.4 0.0 0.0 57.9 29.9 30.1 Incr Delay (d2), s/veh 2.1 0.0 0.8 2.0 0.3 0.0 0.0 0.2 0.5 2.0 0.5 1.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 3.4 3.4 2.9 0.0 0.7 0.0 0.1 4.3 3.7 4.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 62.2 0.0 55.0 61.1 51.4 0.0 21.4 0.2 0.5 59.8 30.5 31.2 LnGrp LOS E E E D C A A E C C
Approach Vol, veh/h 161 284 570 757
Approach Delay, s/veh 57.4 62.5 2.1 40.8
Approach LOS E E A D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.6 79.3 14.4 19.8 42.8 53.0 11.4 22.8 Change Period (Y+Rc), s 4.5 6.9 4.5 * 4.9 6.9 * 6.9 4.5 4.9 Max Green Setting (Gmax), s 24.5 35.1 16.5 * 33 13.5 * 46 13.5 36.1 Max Q Clear Time (g_c+I1), s 11.7 2.0 9.7 9.4 3.7 11.2 5.8 8.2 Green Ext Time (p_c), s 0.4 2.3 0.2 0.4 0.0 2.1 0.0 0.3 Intersection Summary
HCM 7th Control Delay, s/veh 33.4
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
Lanes, Volumes, Timings Alternative 4
2: S Orange Ave & E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 2 477 43 25 483 9 10 9 36 0 0 14
Future Volume (vph) 2 477 43 25 483 9 10 9 36 0 0 14
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 80 130 0 0 0 0 0
Storage Lanes 0 1 1 0 0 0 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.997 0.910 0.865
Flt Protected 0.950 0.991
Satd. Flow (prot) 0 3539 1583 1770 3529 0 0 1680000 1611 Flt Permitted 0.950 0.991
Satd. Flow (perm) 0 3539 1583 1770 3529 0 0 1680000 1611 Link Speed (mph) 35 35 25 25
Link Distance (ft) 380 364 668 208
Travel Time (s) 7.4 7.1 18.2 5.7
Confl. Peds. (#/hr) 10 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 2 497 45 26 503 9 10 9 38 0 0 15
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 499 45 26 512 0 0 57 0 0 0 15
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) 24 24 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 30.8% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
2: S Orange Ave & E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 5
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 477 43 25 483 9 10 9 36 0 0 14
Future Vol, veh/h 2 477 43 25 483 9 10 9 36 0 0 14
Conflicting Peds, #/hr 0 0 10 0 0 5 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 80 130 - - - - - - -0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 2 497 45 26 503 9 10 9 38 0 0 15
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 518 0 0 552 0 0 815 1081 258 - - 261 Stage 1 - - - - - - 511 511 - - - -
Stage 2 - - - - - - 304 570 - - - -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 - - 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - - - -
Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - - - -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 - - 3.32 Pot Cap-1 Maneuver 1045 - - 1014 - - 269 217 740 0 0 737 Stage 1 - - - - - - 514 535 - 0 0 -
Stage 2 - - - - - - 681 504 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1040 - - 1005 - - 254 207 733 - - 734 Mov Cap-2 Maneuver - - - - - - 254 207 - - - -
Stage 1 - - - - - - 507 529 - - - -
Stage 2 - - - - - - 650 488 - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0.03 0.42 15 10
HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 417 1040 - - 1005 - - 734
HCM Lane V/C Ratio 0.137 0.002 - - 0.026 - - 0.02
HCM Control Delay (s/veh) 15 8.5 - - 8.7 - - 10
HCM Lane LOS B A - - A - - B
HCM 95th %tile Q(veh) 0.5 0 - - 0.1 - - 0.1
Lanes, Volumes, Timings Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 14 428 66 76 494 11 0 0 0 26 3 13
Future Volume (vph) 14 428 66 76 494 11 0 0 0 26 3 13
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 185 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
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 Ped Bike Factor 0.99 1.00 1.00
Frt 0.980 0.997 0.959
Flt Protected 0.950 0.950 0.970
Satd. Flow (prot) 1770 3451 0 1770 3526 0 0 0 0 0 1726 0 Flt Permitted 0.462 0.467 0.970
Satd. Flow (perm) 861 3451 0 870 3526 0 0 0 0 0 1726 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 30 4 13
Link Speed (mph) 35 35 25 25
Link Distance (ft) 364 329 750 397
Travel Time (s) 7.1 6.4 20.5 10.8
Confl. Peds. (#/hr) 13 5 85 1
Confl. Bikes (#/hr) 4 2
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 14 437 67 78 504 11 0 0 0 27 3 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 14 504 0 78 515 0 0 0 0 0 43 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
Detector Template Left Thru Left Thru Left Thru
Leading Detector (ft) 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 6
Detector 1 Type 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
Detector 1 Queue (s) 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
Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Lanes, Volumes, Timings Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Perm NA Perm NA Perm NA
Protected Phases 2 6 4
Permitted Phases 2 6 4
Detector Phase 2 2 6 6 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 2.0 2.0
Minimum Split (s) 26.9 26.9 26.9 26.9 35.6 35.6
Total Split (s) 26.9 26.9 26.9 26.9 35.6 35.6
Total Split (%) 43.0% 43.0% 43.0% 43.0% 57.0% 57.0%
Maximum Green (s) 22.0 22.0 22.0 22.0 31.0 31.0
Yellow Time (s) 3.9 3.9 3.9 3.9 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.9 4.9 4.9 4.9 4.6
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 1.0 1.0 1.0 1.0 2.0 2.0
Recall Mode Max Max Max Max None None
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 15.0 15.0 15.0 15.0 24.0 24.0
Pedestrian Calls (#/hr) 6 6 2 2 1 1
Act Effct Green (s) 41.3 41.3 41.3 41.3 8.9
Actuated g/C Ratio 0.83 0.83 0.83 0.83 0.18
v/c Ratio 0.02 0.18 0.11 0.18 0.14
Control Delay (s/veh) 7.1 4.8 6.8 4.9 13.2
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 7.1 4.8 6.8 4.9 13.2
LOS A A A A B
Approach Delay (s/veh) 4.8 5.2 13.2
Approach LOS A A B
Intersection Summary
Area Type: Other
Cycle Length: 62.5
Actuated Cycle Length: 49.9
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.18
Intersection Signal Delay (s/veh): 5.3 Intersection LOS: A Intersection Capacity Utilization 50.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: S Flower Ave & E Birch St
HCM 7th Signalized Intersection Summary Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 428 66 76 494 11 0 0 0 26 3 13 Future Volume (veh/h) 14 428 66 76 494 11 0 0 0 26 3 13 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 14 437 64 78 504 10 27 3 1
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2
Cap, veh/h 780 2119 308 785 2428 48 37 4 1
Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.02 0.02 0.02 Sat Flow, veh/h 885 3108 452 893 3562 71 1552 172 57
Grp Volume(v), veh/h 14 249 252 78 251 263 31 0 0
Grp Sat Flow(s),veh/h/ln 885 1777 1784 893 1777 1855 1782 0 0 Q Serve(g_s), s 0.2 1.7 1.7 1.1 1.7 1.7 0.6 0.0 0.0
Cycle Q Clear(g_c), s 1.9 1.7 1.7 2.8 1.7 1.7 0.6 0.0 0.0 Prop In Lane 1.00 0.25 1.00 0.04 0.87 0.03
Lane Grp Cap(c), veh/h 780 1211 1216 785 1211 1265 43 0 0 V/C Ratio(X) 0.02 0.21 0.21 0.10 0.21 0.21 0.72 0.00 0.00 Avail Cap(c_a), veh/h 780 1211 1216 785 1211 1265 1712 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 2.3 1.9 1.9 2.4 1.9 1.9 15.6 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.4 0.3 0.4 0.4 8.2 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.1 0.1 0.1 0.1 0.1 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 2.3 2.3 2.3 2.7 2.3 2.3 23.9 0.0 0.0 LnGrp LOS A A A A A A C
Approach Vol, veh/h 515 592 31
Approach Delay, s/veh 2.3 2.3 23.9
Approach LOS A A C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 26.9 5.4 26.9
Change Period (Y+Rc), s 4.9 4.6 4.9
Max Green Setting (Gmax), s 22.0 31.0 22.0
Max Q Clear Time (g_c+I1), s 3.9 2.6 4.8
Green Ext Time (p_c), s 1.0 0.1 1.1
Intersection Summary
HCM 7th Control Delay, s/veh 2.9
HCM 7th LOS A
Lanes, Volumes, Timings Alternative 4
4: Alley & E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 448 2 3 580 0 0 1 4 0 0 2
Future Volume (vph) 1 448 2 3 580 0 0 1 4 0 0 2
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 40 0 140 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
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 Ped Bike Factor
Frt 0.999 0.887 0.865
Flt Protected 0.950 0.950
Satd. Flow (prot) 1770 3536 0 1770 3539 0 0 1652 0 0 1611 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 1770 3536 0 1770 3539 0 0 1652 0 0 1611 0 Link Speed (mph) 35 35 25 25
Link Distance (ft) 329 815 991 416
Travel Time (s) 6.4 15.9 27.0 11.3
Confl. Peds. (#/hr) 26 12
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 1 546 2 4 707 0 0 1 5 0 0 2
Shared Lane Traffic (%)
Lane Group Flow (vph) 1 548 0 4 707 0 0 6 0020
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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 26.0% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
4: Alley & E Birch St Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 10
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 448 2 3 580 0 0 1 4 0 0 2
Future Vol, veh/h 1 448 2 3 580 0 0 1 4 0 0 2
Conflicting Peds, #/hr 0 0 26 0 0 12 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 40 - - 140 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 546 2 4 707 0 0 1 5 0 0 2
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 719 0 0 575 0 0 937 1303 300 1003 1304 366 Stage 1 - - - - - - 576 576 - 727 727 -
Stage 2 - - - - - - 361 727 - 276 577 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 878 - - 994 - - 219 159 696 196 159 631 Stage 1 - - - - - - 470 500 - 382 427 -
Stage 2 - - - - - - 630 427 - 707 500 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 868 - - 970 - - 212 153 678 190 153 624 Mov Cap-2 Maneuver - - - - - - 212 153 - 190 153 -
Stage 1 - - - - - - 457 487 - 376 421 -
Stage 2 - - - - - - 625 421 - 699 487 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.02 0.04 14.09 10.79
HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 402 868 - - 970 - - 624
HCM Lane V/C Ratio 0.015 0.001 - - 0.004 - - 0.004
HCM Control Delay (s/veh) 14.1 9.2 - - 8.7 - - 10.8
HCM Lane LOS B A - - A - - B
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0
Lanes, Volumes, Timings Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 11
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 113 1106 242 290 1075 94 297 362 198 137 334 114 Future Volume (vph) 113 1106 242 290 1075 94 297 362 198 137 334 114 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 225 160 230 185 355 180 245 0
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 1.00 Ped Bike Factor 0.98 0.98 0.97 0.97
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3433 5085 1583 3433 5085 1583 3433 5085 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3433 5085 1545 3433 5085 1556 3433 5085 1536 3433 3539 1542 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 188 97 235 147
Link Speed (mph) 40 40 35 35
Link Distance (ft) 615 385 495 688
Travel Time (s) 10.5 6.6 9.6 13.4
Confl. Peds. (#/hr) 11 5 14 8
Confl. Bikes (#/hr) 1 5 7
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 135 1317 288 345 1280 112 354 431 236 163 398 136 Shared Lane Traffic (%)
Lane Group Flow (vph) 135 1317 288 345 1280 112 354 431 236 163 398 136 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) 24 24 24 24
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 1 2 1 1 2 1 1 2 1
Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex 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 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 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 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
Lanes, Volumes, Timings Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6 8 4
Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4
Switch Phase
Minimum Initial (s) 10.0 15.0 15.0 7.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 14.6 42.3 42.3 11.6 42.3 42.3 14.6 41.6 41.6 15.3 39.6 39.6 Total Split (s) 15.6 50.5 50.5 17.6 52.5 52.5 21.6 42.6 42.6 19.3 39.6 39.6 Total Split (%) 12.0% 38.8% 38.8% 13.5% 40.4% 40.4% 16.6% 32.8% 32.8% 14.8% 30.5% 30.5% Maximum Green (s) 11.0 45.2 45.2 13.0 47.2 47.2 17.0 38.0 38.0 14.0 35.0 35.0 Yellow Time (s) 3.6 4.3 4.3 3.6 4.3 4.3 3.6 3.6 3.6 4.3 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.3 5.3 4.6 5.3 5.3 4.6 4.6 4.6 5.3 4.6 4.6 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 5.0 5.0 2.0 5.0 5.0 Minimum Gap (s) 2.0 1.5 1.5 2.0 1.5 1.5 2.0 1.5 1.5 2.0 1.5 1.5 Time Before Reduce (s) 0.0 5.0 5.0 0.0 5.0 5.0 0.0 4.0 4.0 0.0 4.0 4.0 Time To Reduce (s) 0.5 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 Recall Mode None C-Min C-Min Min C-Min C-Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 30.0 30.0 30.0 30.0 30.0 30.0 28.0 28.0 Pedestrian Calls (#/hr) 5 5 2 2 7 7 4 4
Act Effct Green (s) 10.3 58.5 58.5 13.0 61.1 61.1 16.0 27.5 27.5 11.2 23.4 23.4 Actuated g/C Ratio 0.08 0.45 0.45 0.10 0.47 0.47 0.12 0.21 0.21 0.09 0.18 0.18 v/c Ratio 0.49 0.58 0.36 1.01 0.54 0.14 0.84 0.40 0.46 0.55 0.62 0.34 Control Delay (s/veh) 63.8 29.0 10.5 107.9 26.7 6.6 73.3 44.4 7.7 59.1 61.5 19.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 63.8 29.0 10.5 107.9 26.7 6.6 73.3 44.4 7.7 59.1 61.5 19.6
LOS E C B F C A E D A E E B
Approach Delay (s/veh) 28.7 41.5 45.9 52.8
Approach LOS C D D D
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 39 (30%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.01
Intersection Signal Delay (s/veh): 39.6 Intersection LOS: D Intersection Capacity Utilization 80.7% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: S Brea Boulevard & Imperial Highway HCM 7th Signalized Intersection Summary Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 113 1106 242 290 1075 94 297 362 198 137 334 114 Future Volume (veh/h) 113 1106 242 290 1075 94 297 362 198 137 334 114 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.96 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 135 1317 142 345 1280 52 354 431 93 163 398 16 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 264 1671 507 794 2482 768 406 1065 318 265 616 265 Arrive On Green 0.08 0.33 0.33 0.23 0.49 0.49 0.12 0.21 0.21 0.03 0.06 0.06 Sat Flow, veh/h 3456 5106 1549 3456 5106 1580 3456 5106 1527 3456 3554 1531 Grp Volume(v), veh/h 135 1317 142 345 1280 52 354 431 93 163 398 16 Grp Sat Flow(s),veh/h/ln 1728 1702 1549 1728 1702 1580 1728 1702 1527 1728 1777 1531 Q Serve(g_s), s 4.9 30.4 6.3 11.1 22.3 2.3 13.1 9.5 4.1 6.1 14.3 1.3 Cycle Q Clear(g_c), s 4.9 30.4 6.3 11.1 22.3 2.3 13.1 9.5 4.1 6.1 14.3 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 264 1671 507 794 2482 768 406 1065 318 265 616 265 V/C Ratio(X) 0.51 0.79 0.28 0.43 0.52 0.07 0.87 0.40 0.29 0.61 0.65 0.06 Avail Cap(c_a), veh/h 292 1775 539 794 2482 768 452 1493 446 372 957 412 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 57.7 39.6 16.4 42.8 22.9 17.7 56.4 44.5 16.3 61.5 57.4 51.3 Incr Delay (d2), s/veh 0.6 3.9 1.4 0.1 0.8 0.2 14.6 0.5 1.1 0.8 2.3 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 13.0 3.4 4.7 8.9 0.9 6.5 4.0 2.5 2.8 7.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 58.3 43.5 17.8 43.0 23.7 17.9 71.0 45.0 17.4 62.3 59.7 51.5 LnGrp LOS E D B D C B E D B E E D
Approach Vol, veh/h 1594 1677 878 577
Approach Delay, s/veh 42.5 27.5 52.6 60.2
Approach LOS D C D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 35.2 47.8 19.9 27.1 14.5 68.5 15.3 31.7 Change Period (Y+Rc), s 5.3 * 5.3 4.6 4.6 4.6 5.3 5.3 4.6 Max Green Setting (Gmax), s 13.0 * 45 17.0 35.0 11.0 47.2 14.0 38.0 Max Q Clear Time (g_c+I1), s 13.1 32.4 15.1 16.3 6.9 24.3 8.1 11.5 Green Ext Time (p_c), s 0.0 10.1 0.2 4.3 0.1 15.3 0.1 6.1 Intersection Summary
HCM 7th Control Delay, s/veh 41.2
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
Lanes, Volumes, Timings Alternative 4
6: S Orange Ave & Imperial Highway Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 14
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1501 7 0 1454 48 0 0 23 0 0 23
Future Volume (vph) 0 1501 7 0 1454 48 0 0 23 0 0 23
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.995 0.865 0.865
Flt Protected
Satd. Flow (prot) 0 5080 0 0 5060 0 0 0 1611 0 0 1611
Flt Permitted
Satd. Flow (perm) 0 5080 0 0 5060 0 0 0 1611 0 0 1611
Link Speed (mph) 40 40 25 25
Link Distance (ft) 385 366 1313 668
Travel Time (s) 6.6 6.2 35.8 18.2
Confl. Peds. (#/hr) 2 12
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 0 1830 9 0 1773 59 0 0 28 0 0 28
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1839 0 0 1832 0 0 0 28 0 0 28
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) 24 24 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.2% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
6: S Orange Ave & Imperial Highway Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 15
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1501 7 0 1454 48 0 0 23 0 0 23
Future Vol, veh/h 0 1501 7 0 1454 48 0 0 23 0 0 23
Conflicting Peds, #/hr 0 0 2 0 0 12 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - -0 - -0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 1830 9 0 1773 59 0 0 28 0 0 28
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 922 - - 928
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - - - - - - - 7.14 - - 7.14
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.92 - - 3.92
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 234 0 0 232
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 233 - - 229
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 22.51 22.9
HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 233 - - - - 229
HCM Lane V/C Ratio 0.12 - - - - 0.122
HCM Control Delay (s/veh) 22.5 - - - - 22.9
HCM Lane LOS C - - - -C
HCM 95th %tile Q(veh) 0.4 - - - - 0.4
Lanes, Volumes, Timings Alternative 4
7: S Flower Ave & Imperial Highway Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 16
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1520 1 0 1356 0 0 0 4 0 0 145
Future Volume (vph) 0 1520 1 0 1356 0 0 0 4 0 0 145
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 130 0 0 0 0 0 0 100
Storage Lanes 0 0 0 0 0 1 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.865 0.865
Flt Protected
Satd. Flow (prot) 0 5085 0 0 5085 0 0 0 1611 0 0 1611
Flt Permitted
Satd. Flow (perm) 0 5085 0 0 5085 0 0 0 1611 0 0 1611
Link Speed (mph) 40 40 25 25
Link Distance (ft) 366 681 1312 750
Travel Time (s) 6.2 11.6 35.8 20.5
Confl. Peds. (#/hr) 6
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 0 1810 1 0 1614 0 0 0 5 0 0 173
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1811 0 0 1614 0 0 0 5 0 0 173
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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 41.8% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
7: S Flower Ave & Imperial Highway Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 17
Intersection
Int Delay, s/veh 1.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1520 1 0 1356 0 0 0 4 0 0 145
Future Vol, veh/h 0 1520 1 0 1356 0 0 0 4 0 0 145
Conflicting Peds, #/hr 0 0 0 0 0 6 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - -0 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 1810 1 0 1614 0 0 0 5 0 0 173
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 905 - - 807
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - - - - - - - 7.14 - - 7.14
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.92 - - 3.92
Pot Cap-1 Maneuver 0 - - 0 - 0 0 0 240 0 0 278
Stage 1 0 - - 0 - 0 0 0 - 0 0 -
Stage 2 0 - - 0 - 0 0 0 - 0 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - - 240 - - 278
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 20.32 36.91
HCM LOS C E
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT SBLn1
Capacity (veh/h) 240 - - - 278
HCM Lane V/C Ratio 0.02 - - - 0.62
HCM Control Delay (s/veh) 20.3 - - - 36.9
HCM Lane LOS C - - - E
HCM 95th %tile Q(veh) 0.1 - - - 3.8
Lanes, Volumes, Timings Alternative 4
8: Sycamore Ave/Alley & Imperial Highway Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 18
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 17 1503 10 21 1339 3 2 0 8305
Future Volume (vph) 17 1503 10 21 1339 3 2 0 8305
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 120 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.890 0.916
Flt Protected 0.950 0.950 0.991 0.982
Satd. Flow (prot) 1770 5080 0 1770 5085 0 0 1643 0 0 1676 0 Flt Permitted 0.950 0.950 0.991 0.982
Satd. Flow (perm) 1770 5080 0 1770 5085 0 0 1643 0 0 1676 0 Link Speed (mph) 40 40 25 25
Link Distance (ft) 681 517 606 991
Travel Time (s) 11.6 8.8 16.5 27.0
Confl. Peds. (#/hr) 1 3
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) 18 1634 11 23 1455 3 2 0 9305
Shared Lane Traffic (%)
Lane Group Flow (vph) 18 1645 0 23 1458 0 0 110080
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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.3% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
8: Sycamore Ave/Alley & Imperial Highway Laurel Elementary Circulation Study 9:45-12 PM Synchro 12 Report
Fehr & Peers Page 19
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 17 1503 10 21 13393208305
Future Vol, veh/h 17 1503 10 21 13393208305
Conflicting Peds, #/hr 0 0 1 0 0 3 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 75 - - 120 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 18 1634 11 23 14553209305
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1462 0 0 1646 0 0 2305 3184 823 2196 3188 732 Stage 1 - ----- 1677 1677 - 1506 1506 -
Stage 2 - - - - - - 628 1507 - 690 1683 -
Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 233 - - 189 - - 41 10 272 48 10 312
Stage 1 - - - - - - 66 150 - 88 182 -
Stage 2 - - - - - - 398 182 - 365 149 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 232 - - 188 - - 32 8 271 37 8 311
Mov Cap-2 Maneuver - - - - - - 32 8 - 37 8 -
Stage 1 - - - - - - 61 138 - 77 160 -
Stage 2 - - - - - - 344 159 - 325 137 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.24 0.41 41.38 53.38
HCM LOS E F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 110 232 - - 188 - - 83
HCM Lane V/C Ratio 0.099 0.08 - - 0.121 - - 0.105
HCM Control Delay (s/veh) 41.4 21.8 - - 26.7 - - 53.4
HCM Lane LOS E C - - D - - F
HCM 95th %tile Q(veh) 0.3 0.3 - - 0.4 - - 0.3
Lanes, Volumes, Timings Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 56 79 32 243 102 343 40 524 231 302 530 49 Future Volume (vph) 56 79 32 243 102 343 40 524 231 302 530 49 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 215 0 250 0 225 0 280 0
Storage Lanes 1 0 2 1 1 0 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.91 0.91 0.97 0.91 0.91 Ped Bike Factor 0.99 0.98 0.99 1.00
Frt 0.956 0.850 0.954 0.987
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1766 0 3433 1863 1583 1770 4804 0 3433 5005 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1770 1766 0 3433 1863 1554 1770 4804 0 3433 5005 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 15 381 84 13
Link Speed (mph) 25 35 35 35
Link Distance (ft) 1165 380 688 613
Travel Time (s) 31.8 7.4 13.4 11.9
Confl. Peds. (#/hr) 14 6 10 3
Confl. Bikes (#/hr) 44
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 62 88 36 270 113 381 44 582 257 336 589 54 Shared Lane Traffic (%)
Lane Group Flow (vph) 62 124 0 270 113 381 44 839 0 336 643 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) 24 24 24 24
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
Lanes, Volumes, Timings Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Prot NA Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 8.0 6.0 8.0 6.0 6.0 8.0 15.0 8.0 10.0 Minimum Split (s) 12.5 37.6 12.5 39.9 39.9 12.5 29.9 12.5 27.9 Total Split (s) 18.0 38.0 21.0 41.0 41.0 18.0 42.0 29.0 53.0 Total Split (%) 13.8% 29.2% 16.2% 31.5% 31.5% 13.8% 32.3% 22.3% 40.8% Maximum Green (s) 13.5 33.4 16.5 36.1 36.1 13.5 35.1 24.5 46.1 Yellow Time (s) 3.0 3.6 3.0 3.9 3.9 3.0 3.9 3.0 3.9
All-Red Time (s) 1.5 1.0 1.5 1.0 1.0 1.5 3.0 1.5 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.6 4.5 4.9 4.9 4.5 6.9 4.5 6.9 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 26.0 28.0 28.0 16.0 14.0
Pedestrian Calls (#/hr) 7 3 3 0 0
Act Effct Green (s) 9.6 15.5 14.1 22.1 22.1 12.4 62.8 17.1 70.0 Actuated g/C Ratio 0.07 0.12 0.11 0.17 0.17 0.10 0.48 0.13 0.54 v/c Ratio 0.47 0.56 0.73 0.36 0.66 0.26 0.35 0.75 0.24
Control Delay (s/veh) 69.3 54.6 67.6 49.6 9.7 93.6 46.9 64.7 18.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 69.3 54.6 67.6 49.6 9.7 93.6 46.9 64.7 18.6
LOS E D E D A F D E B
Approach Delay (s/veh) 59.5 36.1 49.2 34.4
Approach LOS E D D C
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 71 (55%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 95
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay (s/veh): 41.2 Intersection LOS: D Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 1: S Brea Boulevard & W Birch St/E Birch St HCM 7th Signalized Intersection Summary Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 56 79 32 243 102 343 40 524 231 302 530 49 Future Volume (veh/h) 56 79 32 243 102 343 40 524 231 302 530 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.99 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 62 88 24 270 113 112 44 582 211 336 589 51 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 98 163 45 324 291 243 457 1908 673 395 1694 145 Arrive On Green 0.05 0.12 0.12 0.09 0.16 0.16 0.51 1.00 1.00 0.11 0.35 0.35 Sat Flow, veh/h 1781 1402 382 3456 1870 1567 1781 3703 1306 3456 4777 409 Grp Volume(v), veh/h 62 0 112 270 113 112 44 534 259 336 418 222 Grp Sat Flow(s),veh/h/ln 1781 0 1785 1728 1870 1567 1781 1702 1605 1728 1702 1783 Q Serve(g_s), s 4.4 0.0 7.7 10.0 7.1 8.5 1.6 0.0 0.0 12.4 11.7 11.9 Cycle Q Clear(g_c), s 4.4 0.0 7.7 10.0 7.1 8.5 1.6 0.0 0.0 12.4 11.7 11.9 Prop In Lane 1.00 0.21 1.00 1.00 1.00 0.81 1.00 0.23
Lane Grp Cap(c), veh/h 98 0 208 324 291 243 457 1754 827 395 1207 632 V/C Ratio(X) 0.63 0.00 0.54 0.83 0.39 0.46 0.10 0.30 0.31 0.85 0.35 0.35 Avail Cap(c_a), veh/h 185 0 459 439 519 435 457 1754 827 651 1207 632 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.87 0.87 0.87 1.00 1.00 1.00 Uniform Delay (d), s/veh 60.1 0.0 54.1 57.9 49.3 49.9 23.9 0.0 0.0 56.5 30.9 30.9 Incr Delay (d2), s/veh 2.5 0.0 0.8 7.3 0.3 0.5 0.0 0.4 0.9 2.7 0.8 1.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 3.5 4.7 3.3 3.3 0.7 0.1 0.2 5.5 4.9 5.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 62.6 0.0 54.9 65.2 49.7 50.4 24.0 0.4 0.9 59.2 31.6 32.5 LnGrp LOS E D E D D C A A E C C
Approach Vol, veh/h 174 495 837 976
Approach Delay, s/veh 57.7 58.3 1.8 41.3
Approach LOS E E A D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.4 73.9 16.7 20.0 40.2 53.0 11.6 25.1 Change Period (Y+Rc), s 4.5 6.9 4.5 * 4.9 6.9 * 6.9 4.5 4.9 Max Green Setting (Gmax), s 24.5 35.1 16.5 * 33 13.5 * 46 13.5 36.1 Max Q Clear Time (g_c+I1), s 14.4 2.0 12.0 9.7 3.6 13.9 6.4 10.5 Green Ext Time (p_c), s 0.5 3.7 0.2 0.4 0.0 2.7 0.0 0.5 Intersection Summary
HCM 7th Control Delay, s/veh 32.5
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
Lanes, Volumes, Timings Alternative 4
2: S Orange Ave & E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 2 614 30 9 659 10 9 46 68 0 0 16
Future Volume (vph) 2 614 30 9 659 10 9 46 68 0 0 16
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 80 130 0 0 0 0 0
Storage Lanes 0 1 1 0 0 0 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.998 0.925 0.865
Flt Protected 0.950 0.996
Satd. Flow (prot) 0 3539 1583 1770 3532 0 0 1716000 1611 Flt Permitted 0.950 0.996
Satd. Flow (perm) 0 3539 1583 1770 3532 0 0 1716000 1611 Link Speed (mph) 35 35 25 25
Link Distance (ft) 380 364 668 208
Travel Time (s) 7.4 7.1 18.2 5.7
Confl. Peds. (#/hr) 10 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 2 640 31 9 686 10 9 48 71 0 0 17
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 642 31 9 696 0 0 128 0 0 0 17
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) 24 24 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.0% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
2: S Orange Ave & E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 5
Intersection
Int Delay, s/veh 2.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 614 30 9 659 10 9 46 68 0 0 16
Future Vol, veh/h 2 614 30 9 659 10 9 46 68 0 0 16
Conflicting Peds, #/hr 0 0 10 0 0 5 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 80 130 - - - - - - -0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 2 640 31 9 686 10 9 48 71 0 0 17
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 702 0 0 681 0 0 1016 1374 330 - - 353 Stage 1 - - - - - - 654 654 - - - -
Stage 2 - - - - - - 362 721 - - - -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 - - 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - - - -
Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - - - -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 - - 3.32 Pot Cap-1 Maneuver 891 - - 908 - - 192 144 666 0 0 643
Stage 1 - - - - - - 422 461 - 0 0 -
Stage 2 - - - - - - 629 430 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 887 - - 899 - - 183 140 660 - - 640
Mov Cap-2 Maneuver - - - - - - 183 140 - - - -
Stage 1 - - - - - - 417 456 - - - -
Stage 2 - - - - - - 606 424 - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0.03 0.12 32.32 10.78
HCM LOS D B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 256 887 - - 899 - - 640
HCM Lane V/C Ratio 0.5 0.002 - - 0.01 - - 0.026
HCM Control Delay (s/veh) 32.3 9.1 - - 9 - - 10.8
HCM Lane LOS D A - - A - - B
HCM 95th %tile Q(veh) 2.6 0 - - 0 - - 0.1
Lanes, Volumes, Timings Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 34 573 78 75 642 23 0 0 0 45 10 37 Future Volume (vph) 34 573 78 75 642 23 0 0 0 45 10 37
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 185 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
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 Ped Bike Factor 1.00 1.00 0.99
Frt 0.982 0.995 0.945
Flt Protected 0.950 0.950 0.976
Satd. Flow (prot) 1770 3460 0 1770 3518 0 0 0 0 0 1709 0 Flt Permitted 0.394 0.399 0.976
Satd. Flow (perm) 734 3460 0 743 3518 0 0 0 0 0 1709 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 26 6 38
Link Speed (mph) 35 35 25 25
Link Distance (ft) 364 329 750 397
Travel Time (s) 7.1 6.4 20.5 10.8
Confl. Peds. (#/hr) 13 5 85 1
Confl. Bikes (#/hr) 4 2
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 35 585 80 77 655 23 0 0 0 46 10 38
Shared Lane Traffic (%)
Lane Group Flow (vph) 35 665 0 77 678 0 0 0 0 0 94 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
Detector Template Left Thru Left Thru Left Thru
Leading Detector (ft) 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 6
Detector 1 Type 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
Detector 1 Queue (s) 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
Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Lanes, Volumes, Timings Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Perm NA Perm NA Perm NA
Protected Phases 2 6 4
Permitted Phases 2 6 4
Detector Phase 2 2 6 6 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 2.0 2.0
Minimum Split (s) 26.9 26.9 26.9 26.9 35.6 35.6
Total Split (s) 26.9 26.9 26.9 26.9 35.6 35.6
Total Split (%) 43.0% 43.0% 43.0% 43.0% 57.0% 57.0%
Maximum Green (s) 22.0 22.0 22.0 22.0 31.0 31.0
Yellow Time (s) 3.9 3.9 3.9 3.9 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.9 4.9 4.9 4.9 4.6
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 1.0 1.0 1.0 1.0 2.0 2.0
Recall Mode Max Max Max Max None None
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 15.0 15.0 15.0 15.0 24.0 24.0
Pedestrian Calls (#/hr) 6 6 2 2 1 1
Act Effct Green (s) 34.9 34.9 34.9 34.9 9.5
Actuated g/C Ratio 0.73 0.73 0.73 0.73 0.20
v/c Ratio 0.07 0.26 0.14 0.26 0.25
Control Delay (s/veh) 8.8 6.6 9.1 6.8 10.6
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 8.8 6.6 9.1 6.8 10.6
LOS A A A A B
Approach Delay (s/veh) 6.7 7.0 10.6
Approach LOS A A B
Intersection Summary
Area Type: Other
Cycle Length: 62.5
Actuated Cycle Length: 47.7
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.26
Intersection Signal Delay (s/veh): 7.1 Intersection LOS: A Intersection Capacity Utilization 51.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: S Flower Ave & E Birch St
HCM 7th Signalized Intersection Summary Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 34 573 78 75 642 23 0 0 0 45 10 37 Future Volume (veh/h) 34 573 78 75 642 23 0 0 0 45 10 37 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 35 585 77 77 655 22 46 10 26
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2
Cap, veh/h 650 2058 270 655 2287 77 63 14 36
Arrive On Green 0.65 0.65 0.65 0.65 0.65 0.65 0.07 0.07 0.07 Sat Flow, veh/h 761 3154 414 770 3505 118 965 210 546
Grp Volume(v), veh/h 35 329 333 77 332 345 82 0 0
Grp Sat Flow(s),veh/h/ln 761 1777 1791 770 1777 1845 1721 0 0 Q Serve(g_s), s 0.7 2.7 2.7 1.6 2.7 2.7 1.6 0.0 0.0
Cycle Q Clear(g_c), s 3.4 2.7 2.7 4.3 2.7 2.7 1.6 0.0 0.0 Prop In Lane 1.00 0.23 1.00 0.06 0.56 0.32
Lane Grp Cap(c), veh/h 650 1160 1169 655 1160 1205 113 0 0 V/C Ratio(X) 0.05 0.28 0.28 0.12 0.29 0.29 0.73 0.00 0.00 Avail Cap(c_a), veh/h 650 1160 1169 655 1160 1205 1583 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 3.2 2.5 2.5 3.4 2.5 2.5 15.5 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.6 0.6 0.4 0.6 0.6 3.3 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.3 0.3 0.1 0.3 0.3 0.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 3.4 3.1 3.1 3.8 3.1 3.1 18.8 0.0 0.0 LnGrp LOS A A A A A A B
Approach Vol, veh/h 697 754 82
Approach Delay, s/veh 3.1 3.2 18.8
Approach LOS A A B
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 26.9 6.8 26.9
Change Period (Y+Rc), s 4.9 4.6 4.9
Max Green Setting (Gmax), s 22.0 31.0 22.0
Max Q Clear Time (g_c+I1), s 5.4 3.6 6.3
Green Ext Time (p_c), s 1.4 0.3 1.5
Intersection Summary
HCM 7th Control Delay, s/veh 4.0
HCM 7th LOS A
Lanes, Volumes, Timings Alternative 4
4: Alley & E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 3 593 21 16 738 8 0 0 1 2 0 3
Future Volume (vph) 3 593 21 16 738 8 0 0 1 2 0 3
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 40 0 140 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
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 Ped Bike Factor
Frt 0.995 0.998 0.865 0.910
Flt Protected 0.950 0.950 0.984
Satd. Flow (prot) 1770 3522 0 1770 3532 0 0 1611 0 0 1668 0 Flt Permitted 0.950 0.950 0.984
Satd. Flow (perm) 1770 3522 0 1770 3532 0 0 1611 0 0 1668 0 Link Speed (mph) 35 35 25 25
Link Distance (ft) 329 815 991 416
Travel Time (s) 6.4 15.9 27.0 11.3
Confl. Peds. (#/hr) 26 12
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 4 723 26 20 900 10 0 0 1 2 0 4
Shared Lane Traffic (%)
Lane Group Flow (vph) 4 749 0 20 910 0 0 1 0060
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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 30.7% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
4: Alley & E Birch St Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 10
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 593 21 16 738 8 0 0 1 2 0 3
Future Vol, veh/h 3 593 21 16 738 8 0 0 1 2 0 3
Conflicting Peds, #/hr 0 0 26 0 0 12 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 40 - - 140 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 4 723 26 20 900 10 0 0 1 2 0 4
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 922 0 0 775 0 0 1258 1730 400 1325 1738 467 Stage 1 - - - - - - 769 769 - 956 956 -
Stage 2 - - - - - - 489 961 - 369 782 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 737 - - 837 - - 127 87 599 114 86 543 Stage 1 - - - - - - 360 409 - 277 335 -
Stage 2 - - - - - - 529 333 - 623 403 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 728 - - 816 - - 120 82 584 109 81 536 Mov Cap-2 Maneuver - - - - - - 120 82 - 109 81 -
Stage 1 - - - - - - 349 396 - 268 323 -
Stage 2 - - - - - - 513 321 - 619 391 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.05 0.2 11.17 22.76
HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 584 728 - - 816 - - 209
HCM Lane V/C Ratio 0.002 0.005 - - 0.024 - - 0.029
HCM Control Delay (s/veh) 11.2 10 - - 9.5 - - 22.8
HCM Lane LOS B A - - A - - C
HCM 95th %tile Q(veh) 0 0 - - 0.1 - - 0.1
Lanes, Volumes, Timings Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 11
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 144 1193 379 344 1293 114 372 545 201 211 501 117 Future Volume (vph) 144 1193 379 344 1293 114 372 545 201 211 501 117 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 225 160 230 185 355 180 245 0
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 1.00 Ped Bike Factor 0.98 0.98 0.97 0.97
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3433 5085 1583 3433 5085 1583 3433 5085 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3433 5085 1545 3433 5085 1556 3433 5085 1536 3433 3539 1542 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 272 97 213 147
Link Speed (mph) 40 40 35 35
Link Distance (ft) 615 385 495 688
Travel Time (s) 10.5 6.6 9.6 13.4
Confl. Peds. (#/hr) 11 5 14 8
Confl. Bikes (#/hr) 1 5 7
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 171 1420 451 410 1539 136 443 649 239 251 596 139 Shared Lane Traffic (%)
Lane Group Flow (vph) 171 1420 451 410 1539 136 443 649 239 251 596 139 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) 24 24 24 24
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 1 2 1 1 2 1 1 2 1
Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex 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 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 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 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
Lanes, Volumes, Timings Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6 8 4
Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4
Switch Phase
Minimum Initial (s) 10.0 15.0 15.0 7.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 14.6 42.3 42.3 11.6 42.3 42.3 14.6 41.6 41.6 15.3 39.6 39.6 Total Split (s) 15.6 50.5 50.5 17.6 52.5 52.5 21.6 42.6 42.6 19.3 39.6 39.6 Total Split (%) 12.0% 38.8% 38.8% 13.5% 40.4% 40.4% 16.6% 32.8% 32.8% 14.8% 30.5% 30.5% Maximum Green (s) 11.0 45.2 45.2 13.0 47.2 47.2 17.0 38.0 38.0 14.0 35.0 35.0 Yellow Time (s) 3.6 4.3 4.3 3.6 4.3 4.3 3.6 3.6 3.6 4.3 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.3 5.3 4.6 5.3 5.3 4.6 4.6 4.6 5.3 4.6 4.6 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 5.0 5.0 2.0 5.0 5.0 Minimum Gap (s) 2.0 1.5 1.5 2.0 1.5 1.5 2.0 1.5 1.5 2.0 1.5 1.5 Time Before Reduce (s) 0.0 5.0 5.0 0.0 5.0 5.0 0.0 4.0 4.0 0.0 4.0 4.0 Time To Reduce (s) 0.5 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 Recall Mode None C-Min C-Min Min C-Min C-Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 30.0 30.0 30.0 30.0 30.0 30.0 28.0 28.0 Pedestrian Calls (#/hr) 5 5 2 2 7 7 4 4
Act Effct Green (s) 10.6 51.7 51.7 13.0 54.2 54.2 17.0 32.7 32.7 12.8 29.2 29.2 Actuated g/C Ratio 0.08 0.40 0.40 0.10 0.42 0.42 0.13 0.25 0.25 0.10 0.22 0.22 v/c Ratio 0.61 0.70 0.58 1.20 0.73 0.19 0.99 0.51 0.44 0.74 0.75 0.30 Control Delay (s/veh) 67.7 35.7 15.4 161.9 35.0 9.7 96.0 43.0 9.5 65.1 62.9 15.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 67.7 35.7 15.4 161.9 35.0 9.7 96.0 43.0 9.5 65.1 62.9 15.3
LOS E D B F C A F D A E E B
Approach Delay (s/veh) 33.9 58.3 54.6 56.8
Approach LOS C E D E
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 39 (30%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 115
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.20
Intersection Signal Delay (s/veh): 49.6 Intersection LOS: D Intersection Capacity Utilization 84.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: S Brea Boulevard & Imperial Highway HCM 7th Signalized Intersection Summary Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 144 1193 379 344 1293 114 372 545 201 211 501 117 Future Volume (veh/h) 144 1193 379 344 1293 114 372 545 201 211 501 117 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 171 1420 305 410 1539 76 443 649 96 251 596 19 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 265 1725 524 541 2160 668 452 1326 398 305 790 342 Arrive On Green 0.08 0.34 0.34 0.16 0.42 0.42 0.13 0.26 0.26 0.06 0.15 0.15 Sat Flow, veh/h 3456 5106 1550 3456 5106 1579 3456 5106 1534 3456 3554 1538 Grp Volume(v), veh/h 171 1420 305 410 1539 76 443 649 96 251 596 19 Grp Sat Flow(s),veh/h/ln 1728 1702 1550 1728 1702 1579 1728 1702 1534 1728 1777 1538 Q Serve(g_s), s 6.2 33.2 14.5 14.8 32.4 3.8 16.6 14.0 4.4 9.3 20.9 1.4 Cycle Q Clear(g_c), s 6.2 33.2 14.5 14.8 32.4 3.8 16.6 14.0 4.4 9.3 20.9 1.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 265 1725 524 541 2160 668 452 1326 398 305 790 342 V/C Ratio(X) 0.64 0.82 0.58 0.76 0.71 0.11 0.98 0.49 0.24 0.82 0.75 0.06 Avail Cap(c_a), veh/h 292 1775 539 541 2160 668 452 1493 448 372 957 414 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.93 0.93 Uniform Delay (d), s/veh 58.3 39.5 16.8 52.5 31.0 22.7 56.3 40.8 17.9 60.2 51.9 43.6 Incr Delay (d2), s/veh 2.9 4.6 4.7 5.5 2.0 0.3 37.0 0.6 0.7 9.2 3.7 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 14.2 5.7 6.7 13.2 1.5 9.5 5.9 2.4 4.6 10.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 61.1 44.1 21.4 58.0 33.0 23.1 93.3 41.4 18.5 69.4 55.6 43.7 LnGrp LOS E D C E C C F D B E E D
Approach Vol, veh/h 1896 2025 1188 866
Approach Delay, s/veh 42.0 37.7 58.9 59.4
Approach LOS D D E E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 25.7 49.2 21.6 33.5 14.6 60.3 16.8 38.3 Change Period (Y+Rc), s 5.3 * 5.3 4.6 4.6 4.6 5.3 5.3 4.6 Max Green Setting (Gmax), s 13.0 * 45 17.0 35.0 11.0 47.2 14.0 38.0 Max Q Clear Time (g_c+I1), s 16.8 35.2 18.6 22.9 8.2 34.4 11.3 16.0 Green Ext Time (p_c), s 0.0 8.8 0.0 5.0 0.1 10.9 0.1 8.4 Intersection Summary
HCM 7th Control Delay, s/veh 46.4
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
Lanes, Volumes, Timings Alternative 4
6: S Orange Ave & Imperial Highway Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 14
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1638 19 0 1742 94 0 0 28 0 0 31
Future Volume (vph) 0 1638 19 0 1742 94 0 0 28 0 0 31
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.998 0.992 0.865 0.865
Flt Protected
Satd. Flow (prot) 0 5075 0 0 5045 0 0 0 1611 0 0 1611
Flt Permitted
Satd. Flow (perm) 0 5075 0 0 5045 0 0 0 1611 0 0 1611
Link Speed (mph) 40 40 25 25
Link Distance (ft) 385 366 1313 668
Travel Time (s) 6.6 6.2 35.8 18.2
Confl. Peds. (#/hr) 2 12
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 0 1998 23 0 2124 115 0 0 34 0 0 38
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 2021 0 0 2239 0 0 0 34 0 0 38
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) 24 24 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 45.8% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
6: S Orange Ave & Imperial Highway Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 15
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1638 19 0 1742 94 0 0 28 0 0 31
Future Vol, veh/h 0 1638 19 0 1742 94 0 0 28 0 0 31
Conflicting Peds, #/hr 0 0 2 0 0 12 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - -0 - -0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 1998 23 0 2124 115 0 0 34 0 0 38
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 1012 - - 1132
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - - - - - - - 7.14 - - 7.14
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.92 - - 3.92
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 204 0 0 169
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 203 - - 167
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 26.27 32.67
HCM LOS D D
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 203 - - - - 167
HCM Lane V/C Ratio 0.168 - - - - 0.226
HCM Control Delay (s/veh) 26.3 - - - - 32.7
HCM Lane LOS D - - - -D
HCM 95th %tile Q(veh) 0.6 - - - - 0.8
Lanes, Volumes, Timings Alternative 4
7: S Flower Ave & Imperial Highway Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 16
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1655 3 0 1660 0 0 0 4 0 0 172
Future Volume (vph) 0 1655 3 0 1660 0 0 0 4 0 0 172
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 130 0 0 0 0 0 0 100
Storage Lanes 0 0 0 0 0 1 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.865 0.865
Flt Protected
Satd. Flow (prot) 0 5085 0 0 5085 0 0 0 1611 0 0 1611
Flt Permitted
Satd. Flow (perm) 0 5085 0 0 5085 0 0 0 1611 0 0 1611
Link Speed (mph) 40 40 25 25
Link Distance (ft) 366 681 1312 750
Travel Time (s) 6.2 11.6 35.8 20.5
Confl. Peds. (#/hr) 6
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 0 1970 4 0 1976 0 0 0 5 0 0 205
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1974 0 0 1976 0 0 0 5 0 0 205
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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 49.4% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
7: S Flower Ave & Imperial Highway Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 17
Intersection
Int Delay, s/veh 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1655 3 0 1660 0 0 0 4 0 0 172
Future Vol, veh/h 0 1655 3 0 1660 0 0 0 4 0 0 172
Conflicting Peds, #/hr 0 0 0 0 0 6 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - -0 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 1970 4 0 1976 0 0 0 5 0 0 205
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 987 - - 988
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - - - - - - - 7.14 - - 7.14
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.92 - - 3.92
Pot Cap-1 Maneuver 0 - - 0 - 0 0 0 212 0 0 211
Stage 1 0 - - 0 - 0 0 0 - 0 0 -
Stage 2 0 - - 0 - 0 0 0 - 0 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - - 212 - - 211
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 22.4 101.62
HCM LOS C F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT SBLn1
Capacity (veh/h) 212 - - - 211
HCM Lane V/C Ratio 0.022 - - - 0.969
HCM Control Delay (s/veh) 22.4 - - - 101.6
HCM Lane LOS C - - - F
HCM 95th %tile Q(veh) 0.1 - - - 8.4
Lanes, Volumes, Timings Alternative 4
8: Sycamore Ave/Alley & Imperial Highway Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 18
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 20 1631 14 23 1623 1 1 0 13 4 0 28 Future Volume (vph) 20 1631 14 23 1623 1 1 0 13 4 0 28
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 120 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.874 0.881
Flt Protected 0.950 0.950 0.997 0.994
Satd. Flow (prot) 1770 5080 0 1770 5085 0 0 1623 0 0 1631 0 Flt Permitted 0.950 0.950 0.997 0.994
Satd. Flow (perm) 1770 5080 0 1770 5085 0 0 1623 0 0 1631 0 Link Speed (mph) 40 40 25 25
Link Distance (ft) 681 517 606 991
Travel Time (s) 11.6 8.8 16.5 27.0
Confl. Peds. (#/hr) 1 3
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) 22 1773 15 25 1764 1 1 0 14 4 0 30
Shared Lane Traffic (%)
Lane Group Flow (vph) 22 1788 0 25 1765 0 0 15 0 0 34 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 41.8% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
8: Sycamore Ave/Alley & Imperial Highway Laurel Elementary Circulation Study 1-3 PM Synchro 12 Report
Fehr & Peers Page 19
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 1631 14 23 1623 1 1 0 13 4 0 28
Future Vol, veh/h 20 1631 14 23 1623 1 1 0 13 4 0 28
Conflicting Peds, #/hr 0 0 1 0 0 3 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 75 - - 120 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 22 1773 15 25 1764 1 1 0 14 4 0 30
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1768 0 0 1789 0 0 2581 3643 895 2570 3650 886 Stage 1 - ----- 1825 1825 - 1818 1818 -
Stage 2 - - - - - - 756 1818 - 753 1833 -
Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 164 - - 160 - - 27 5 244 28 5 247
Stage 1 - - - - - - 52 127 - 52 128 -
Stage 2 - - - - - - 333 128 - 334 125 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 163 - - 160 - - 17 4 243 19 4 246
Mov Cap-2 Maneuver - - - - - - 17 4 - 19 4 -
Stage 1 - - - - - - 45 110 - 44 107 -
Stage 2 - - - - - - 246 107 - 273 109 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.37 0.44 37.31 60.05
HCM LOS E F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 127 163 - - 160 - - 99
HCM Lane V/C Ratio 0.12 0.133 - - 0.157 - - 0.352
HCM Control Delay (s/veh) 37.3 30.4 - - 31.7 - - 60.1
HCM Lane LOS E D - - D - - F
HCM 95th %tile Q(veh) 0.4 0.4 - - 0.5 - - 1.4
Lanes, Volumes, Timings Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 68 108 30 301 150 423 55 682 318 403 532 89 Future Volume (vph) 68 108 30 301 150 423 55 682 318 403 532 89 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 215 0 250 0 225 0 280 0
Storage Lanes 1 0 2 1 1 0 2 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 1.00 0.91 0.91 0.97 0.91 0.91 Ped Bike Factor 0.99 0.98 0.99 1.00
Frt 0.968 0.850 0.952 0.978
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1792 0 3433 1863 1583 1770 4792 0 3433 4950 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1770 1792 0 3433 1863 1554 1770 4792 0 3433 4950 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 10 470 89 28
Link Speed (mph) 25 35 35 35
Link Distance (ft) 1165 380 688 613
Travel Time (s) 31.8 7.4 13.4 11.9
Confl. Peds. (#/hr) 14 6 10 3
Confl. Bikes (#/hr) 44
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 76 120 33 334 167 470 61 758 353 448 591 99 Shared Lane Traffic (%)
Lane Group Flow (vph) 76 153 0 334 167 470 61 1111 0 448 690 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) 24 24 24 24
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
Lanes, Volumes, Timings Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Prot NA Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8
Detector Phase 7 4 3 8 8 5 2 1 6
Switch Phase
Minimum Initial (s) 8.0 6.0 8.0 6.0 6.0 8.0 15.0 8.0 10.0 Minimum Split (s) 12.5 37.6 12.5 39.9 39.9 12.5 29.9 12.5 27.9 Total Split (s) 18.0 38.0 21.0 41.0 41.0 18.0 42.0 29.0 53.0 Total Split (%) 13.8% 29.2% 16.2% 31.5% 31.5% 13.8% 32.3% 22.3% 40.8% Maximum Green (s) 13.5 33.4 16.5 36.1 36.1 13.5 35.1 24.5 46.1 Yellow Time (s) 3.0 3.6 3.0 3.9 3.9 3.0 3.9 3.0 3.9
All-Red Time (s) 1.5 1.0 1.5 1.0 1.0 1.5 3.0 1.5 3.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.6 4.5 4.9 4.9 4.5 6.9 4.5 6.9 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 26.0 28.0 28.0 16.0 14.0
Pedestrian Calls (#/hr) 7 3 3 0 0
Act Effct Green (s) 10.3 17.3 15.5 24.7 24.7 12.4 55.9 20.8 66.8 Actuated g/C Ratio 0.08 0.13 0.12 0.19 0.19 0.10 0.43 0.16 0.51 v/c Ratio 0.55 0.62 0.82 0.47 0.70 0.36 0.53 0.82 0.27
Control Delay (s/veh) 71.7 59.0 72.5 51.0 9.5 96.0 59.5 65.1 19.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 71.7 59.0 72.5 51.0 9.5 96.0 59.5 65.1 19.9
LOS E E E D A F E E B
Approach Delay (s/veh) 63.2 38.3 61.4 37.7
Approach LOS E D E D
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 71 (55%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 95
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay (s/veh): 47.4 Intersection LOS: D Intersection Capacity Utilization 72.9% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 1: S Brea Boulevard & W Birch St/E Birch St HCM 7th Signalized Intersection Summary Alternative 4
1: S Brea Boulevard & W Birch St/E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 108 30 301 150 423 55 682 318 403 532 89 Future Volume (veh/h) 68 108 30 301 150 423 55 682 318 403 532 89 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 76 120 21 334 167 201 61 758 307 448 591 96 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 103 199 35 386 342 287 403 1611 645 506 1567 250 Arrive On Green 0.06 0.13 0.13 0.11 0.18 0.18 0.45 0.91 0.91 0.15 0.35 0.35 Sat Flow, veh/h 1781 1541 270 3456 1870 1569 1781 3558 1425 3456 4418 705 Grp Volume(v), veh/h 76 0 141 334 167 201 61 725 340 448 453 234 Grp Sat Flow(s),veh/h/ln 1781 0 1811 1728 1870 1569 1781 1702 1579 1728 1702 1719 Q Serve(g_s), s 5.5 0.0 9.6 12.4 10.4 15.6 2.6 4.5 4.6 16.5 12.9 13.2 Cycle Q Clear(g_c), s 5.5 0.0 9.6 12.4 10.4 15.6 2.6 4.5 4.6 16.5 12.9 13.2 Prop In Lane 1.00 0.15 1.00 1.00 1.00 0.90 1.00 0.41
Lane Grp Cap(c), veh/h 103 0 233 386 342 287 403 1542 715 506 1207 610 V/C Ratio(X) 0.74 0.00 0.60 0.87 0.49 0.70 0.15 0.47 0.48 0.88 0.38 0.38 Avail Cap(c_a), veh/h 185 0 465 439 519 436 403 1542 715 651 1207 610 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.76 0.76 0.76 1.00 1.00 1.00 Uniform Delay (d), s/veh 60.3 0.0 53.5 56.8 47.6 49.8 28.2 3.6 3.6 54.4 31.2 31.3 Incr Delay (d2), s/veh 3.9 0.0 0.9 13.7 0.4 1.2 0.0 0.8 1.7 9.8 0.9 1.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 4.5 6.1 4.9 6.2 1.1 1.2 1.4 7.8 5.4 5.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.2 0.0 54.4 70.5 48.0 50.9 28.3 4.3 5.3 64.2 32.1 33.2 LnGrp LOS E D E D D C A A E C C
Approach Vol, veh/h 217 702 1126 1135
Approach Delay, s/veh 57.9 59.6 5.9 45.0
Approach LOS E E A D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 23.5 65.8 19.0 21.7 36.3 53.0 12.0 28.7 Change Period (Y+Rc), s 4.5 6.9 4.5 * 4.9 6.9 * 6.9 4.5 4.9 Max Green Setting (Gmax), s 24.5 35.1 16.5 * 33 13.5 * 46 13.5 36.1 Max Q Clear Time (g_c+I1), s 18.5 6.6 14.4 11.6 4.6 15.2 7.5 17.6 Green Ext Time (p_c), s 0.5 5.3 0.2 0.5 0.0 3.0 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 35.3
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
Lanes, Volumes, Timings Alternative 4
2: S Orange Ave & E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 7 727 82 51 850 23 17 14 70 0 0 34 Future Volume (vph) 7 727 82 51 850 23 17 14 70 0 0 34
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 80 130 0 0 0 0 0
Storage Lanes 0 1 1 0 0 0 0 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.996 0.907 0.865
Flt Protected 0.950 0.992
Satd. Flow (prot) 0 3539 1583 1770 3525 0 0 1676000 1611 Flt Permitted 0.950 0.992
Satd. Flow (perm) 0 3539 1583 1770 3525 0 0 1676000 1611 Link Speed (mph) 35 35 25 25
Link Distance (ft) 380 364 668 208
Travel Time (s) 7.4 7.1 18.2 5.7
Confl. Peds. (#/hr) 10 5
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 7 757 85 53 885 24 18 15 73 0 0 35
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 764 85 53 909 0 0 106 0 0 0 35
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) 24 24 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 55.0% ICU Level of Service B Analysis Period (min) 15
HCM 7th TWSC Alternative 4
2: S Orange Ave & E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 5
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 727 82 51 850 23 17 14 70 0 0 34
Future Vol, veh/h 7 727 82 51 850 23 17 14 70 0 0 34
Conflicting Peds, #/hr 0 0 10 0 0 5 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 80 130 - - - - - - -0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 7 757 85 53 885 24 18 15 73 0 0 35
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 914 0 0 853 0 0 1331 1803 389 - - 460 Stage 1 - - - - - - 782 782 - - - -
Stage 2 - - - - - - 549 1021 - - - -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 - - 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - - - -
Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - - - -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 - - 3.32 Pot Cap-1 Maneuver 741 - - 782 - - 113 79 610 0 0 548
Stage 1 - - - - - - 353 403 - 0 0 -
Stage 2 - - - - - - 488 312 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 738 - - 775 - - 96 71 604 - - 546
Mov Cap-2 Maneuver - - - - - - 96 71 - - - -
Stage 1 - - - - - - 346 394 - - - -
Stage 2 - - - - - - 425 289 - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0.09 0.55 39.3 12.05
HCM LOS E B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 206 738 - - 775 - - 546
HCM Lane V/C Ratio 0.51 0.01 - - 0.069 - - 0.065
HCM Control Delay (s/veh) 39.3 9.9 - - 10 - - 12.1
HCM Lane LOS E A - - A - - B
HCM 95th %tile Q(veh) 2.6 0 - - 0.2 - - 0.2
Lanes, Volumes, Timings Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 20 671 102 85 911 16 0 0 0 23 2 17 Future Volume (vph) 20 671 102 85 911 16 0 0 0 23 2 17
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 185 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
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 Ped Bike Factor 0.99 1.00 0.99
Frt 0.980 0.997 0.945
Flt Protected 0.950 0.950 0.973
Satd. Flow (prot) 1770 3451 0 1770 3527 0 0 0 0 0 1704 0 Flt Permitted 0.296 0.353 0.973
Satd. Flow (perm) 551 3451 0 658 3527 0 0 0 0 0 1704 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 30 3 17
Link Speed (mph) 35 35 25 25
Link Distance (ft) 364 329 750 397
Travel Time (s) 7.1 6.4 20.5 10.8
Confl. Peds. (#/hr) 13 5 85 1
Confl. Bikes (#/hr) 4 2
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 20 685 104 87 930 16 0 0 0 23 2 17
Shared Lane Traffic (%)
Lane Group Flow (vph) 20 789 0 87 946 0 0 0 0 0 42 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
Detector Template Left Thru Left Thru Left Thru
Leading Detector (ft) 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 6 20 6
Detector 1 Type 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
Detector 1 Queue (s) 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
Detector 2 Position(ft) 94 94 94
Detector 2 Size(ft) 6 6 6
Detector 2 Type Cl+Ex Cl+Ex Cl+Ex
Detector 2 Channel
Detector 2 Extend (s) 0.0 0.0 0.0
Lanes, Volumes, Timings Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Perm NA Perm NA Perm NA
Protected Phases 2 6 4
Permitted Phases 2 6 4
Detector Phase 2 2 6 6 4 4
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 2.0 2.0
Minimum Split (s) 26.9 26.9 26.9 26.9 35.6 35.6
Total Split (s) 26.9 26.9 26.9 26.9 35.6 35.6
Total Split (%) 43.0% 43.0% 43.0% 43.0% 57.0% 57.0%
Maximum Green (s) 22.0 22.0 22.0 22.0 31.0 31.0
Yellow Time (s) 3.9 3.9 3.9 3.9 3.6 3.6
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.9 4.9 4.9 4.9 4.6
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 1.0 1.0 1.0 1.0 2.0 2.0
Recall Mode Max Max Max Max None None
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 15.0 15.0 15.0 15.0 24.0 24.0
Pedestrian Calls (#/hr) 6 6 2 2 1 1
Act Effct Green (s) 41.4 41.4 41.4 41.4 8.8
Actuated g/C Ratio 0.83 0.83 0.83 0.83 0.18
v/c Ratio 0.04 0.28 0.16 0.32 0.13
Control Delay (s/veh) 7.5 5.2 7.7 5.7 12.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 7.5 5.2 7.7 5.7 12.4
LOS A A A A B
Approach Delay (s/veh) 5.3 5.8 12.4
Approach LOS A A B
Intersection Summary
Area Type: Other
Cycle Length: 62.5
Actuated Cycle Length: 50
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.32
Intersection Signal Delay (s/veh): 5.7 Intersection LOS: A Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 3: S Flower Ave & E Birch St
HCM 7th Signalized Intersection Summary Alternative 4
3: S Flower Ave & E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 671 102 85 911 16 0 0 0 23 2 17 Future Volume (veh/h) 20 671 102 85 911 16 0 0 0 23 2 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 20 685 101 87 930 15 23 2 5
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2
Cap, veh/h 561 2116 312 630 2440 39 31 3 7
Arrive On Green 0.68 0.68 0.68 0.68 0.68 0.68 0.02 0.02 0.02 Sat Flow, veh/h 593 3103 457 687 3577 58 1341 117 292
Grp Volume(v), veh/h 20 392 394 87 462 483 30 0 0
Grp Sat Flow(s),veh/h/ln 593 1777 1783 687 1777 1858 1749 0 0 Q Serve(g_s), s 0.5 2.9 2.9 1.9 3.6 3.6 0.5 0.0 0.0
Cycle Q Clear(g_c), s 4.1 2.9 2.9 4.8 3.6 3.6 0.5 0.0 0.0 Prop In Lane 1.00 0.26 1.00 0.03 0.77 0.17
Lane Grp Cap(c), veh/h 561 1212 1216 630 1212 1267 41 0 0 V/C Ratio(X) 0.04 0.32 0.32 0.14 0.38 0.38 0.73 0.00 0.00 Avail Cap(c_a), veh/h 561 1212 1216 630 1212 1267 1681 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 3.1 2.1 2.1 3.1 2.2 2.2 15.6 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.7 0.7 0.5 0.9 0.9 8.9 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.1 0.3 0.3 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 3.2 2.8 2.8 3.5 3.1 3.1 24.6 0.0 0.0 LnGrp LOS A A A A A A C
Approach Vol, veh/h 806 1032 30
Approach Delay, s/veh 2.8 3.1 24.6
Approach LOS A A C
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 26.9 5.4 26.9
Change Period (Y+Rc), s 4.9 4.6 4.9
Max Green Setting (Gmax), s 22.0 31.0 22.0
Max Q Clear Time (g_c+I1), s 6.1 2.5 6.8
Green Ext Time (p_c), s 1.6 0.1 2.2
Intersection Summary
HCM 7th Control Delay, s/veh 3.3
HCM 7th LOS A
Lanes, Volumes, Timings Alternative 4
4: Alley & E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 3 706 7 1 1003 1 4 0 9 0 0 0
Future Volume (vph) 3 706 7 1 1003 1 4 0 9 0 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 40 0 140 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
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 Ped Bike Factor
Frt 0.998 0.907
Flt Protected 0.950 0.950 0.985
Satd. Flow (prot) 1770 3532 0 1770 3539 0 0 1664 0 0 1863 0 Flt Permitted 0.950 0.950 0.985
Satd. Flow (perm) 1770 3532 0 1770 3539 0 0 1664 0 0 1863 0 Link Speed (mph) 35 35 25 25
Link Distance (ft) 329 815 991 416
Travel Time (s) 6.4 15.9 27.0 11.3
Confl. Peds. (#/hr) 26 12
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 4 861 9 1 1223 1 5 0 11 0 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 4 870 0 1 1224 0 0 160000
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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.8% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
4: Alley & E Birch St Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 10
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 706 7 1 1003 1 4 0 9 0 0 0
Future Vol, veh/h 3 706 7 1 1003 1 4 0 9 0 0 0
Conflicting Peds, #/hr 0 0 26 0 0 12 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 40 - - 140 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 4 861 9 1 1223 1 5 0 11 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1236 0 0 896 0 0 1513 2137 461 1676 2141 624 Stage 1 - - - - - - 899 899 - 1238 1238 -
Stage 2 - - - - - - 614 1239 - 438 903 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 559 - - 754 - - 82 48 548 62 48 428
Stage 1 - - - - - - 300 356 - 186 246 -
Stage 2 - - - - - - 446 246 - 568 354 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 553 - - 735 - - 80 46 534 60 46 423
Mov Cap-2 Maneuver - - - - - - 80 46 - 60 46 -
Stage 1 - - - - - - 291 345 - 184 243 -
Stage 2 - - - - - - 445 243 - 552 343 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.05 0.01 25.2 0
HCM LOS D A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 194 553 - - 735 - - -
HCM Lane V/C Ratio 0.082 0.007 - - 0.002 - - -
HCM Control Delay (s/veh) 25.2 11.6 - - 9.9 - - 0
HCM Lane LOS D B - - A - - A
HCM 95th %tile Q(veh) 0.3 0 - - 0 - - -
Lanes, Volumes, Timings Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 11
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 194 1458 404 272 1565 162 443 736 239 171 571 141 Future Volume (vph) 194 1458 404 272 1565 162 443 736 239 171 571 141 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 225 160 230 185 355 180 245 0
Storage Lanes 2 1 2 1 2 1 2 1
Taper Length (ft) 25 25 25 25
Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 1.00 Ped Bike Factor 0.98 0.98 0.97 0.97
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 3433 5085 1583 3433 5085 1583 3433 5085 1583 3433 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 3433 5085 1545 3433 5085 1556 3433 5085 1536 3433 3539 1542 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 238 103 219 168
Link Speed (mph) 40 40 35 35
Link Distance (ft) 615 385 495 688
Travel Time (s) 10.5 6.6 9.6 13.4
Confl. Peds. (#/hr) 11 5 14 8
Confl. Bikes (#/hr) 1 5 7
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 231 1736 481 324 1863 193 527 876 285 204 680 168 Shared Lane Traffic (%)
Lane Group Flow (vph) 231 1736 481 324 1863 193 527 876 285 204 680 168 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) 24 24 24 24
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 1 2 1 1 2 1 1 2 1
Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 6 20 20 6 20 20 6 20 20 6 20
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex 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 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 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 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
Lanes, Volumes, Timings Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6 8 4
Detector Phase 5 2 2 1 6 6 3 8 8 7 4 4
Switch Phase
Minimum Initial (s) 10.0 15.0 15.0 7.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 14.6 42.3 42.3 11.6 42.3 42.3 14.6 41.6 41.6 15.3 39.6 39.6 Total Split (s) 15.6 50.5 50.5 17.6 52.5 52.5 21.6 42.6 42.6 19.3 39.6 39.6 Total Split (%) 12.0% 38.8% 38.8% 13.5% 40.4% 40.4% 16.6% 32.8% 32.8% 14.8% 30.5% 30.5% Maximum Green (s) 11.0 45.2 45.2 13.0 47.2 47.2 17.0 38.0 38.0 14.0 35.0 35.0 Yellow Time (s) 3.6 4.3 4.3 3.6 4.3 4.3 3.6 3.6 3.6 4.3 3.6 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.3 5.3 4.6 5.3 5.3 4.6 4.6 4.6 5.3 4.6 4.6 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 2.0 5.0 5.0 2.0 5.0 5.0 Minimum Gap (s) 2.0 1.5 1.5 2.0 1.5 1.5 2.0 1.5 1.5 2.0 1.5 1.5 Time Before Reduce (s) 0.0 5.0 5.0 0.0 5.0 5.0 0.0 4.0 4.0 0.0 4.0 4.0 Time To Reduce (s) 0.5 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 Recall Mode None C-Min C-Min Min C-Min C-Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Don't Walk (s) 30.0 30.0 30.0 30.0 30.0 30.0 28.0 28.0 Pedestrian Calls (#/hr) 5 5 2 2 7 7 4 4
Act Effct Green (s) 10.8 49.4 49.4 13.0 51.6 51.6 17.0 35.8 35.8 12.0 31.5 31.5 Actuated g/C Ratio 0.08 0.38 0.38 0.10 0.40 0.40 0.13 0.28 0.28 0.09 0.24 0.24 v/c Ratio 0.81 0.90 0.66 0.94 0.92 0.28 1.18 0.63 0.49 0.64 0.79 0.34 Control Delay (s/veh) 80.3 45.8 21.5 94.4 46.6 14.2 148.9 43.3 12.7 61.8 61.0 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 80.3 45.8 21.5 94.4 46.6 14.2 148.9 43.3 12.7 61.8 61.0 14.1
LOS F D C F D B F D B E E B
Approach Delay (s/veh) 44.3 50.5 71.1 53.7
Approach LOS D D E D
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 39 (30%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 135
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.18
Intersection Signal Delay (s/veh): 53.5 Intersection LOS: D Intersection Capacity Utilization 86.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: S Brea Boulevard & Imperial Highway HCM 7th Signalized Intersection Summary Alternative 4
5: S Brea Boulevard & Imperial Highway Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 194 1458 404 272 1565 162 443 736 239 171 571 141 Future Volume (veh/h) 194 1458 404 272 1565 162 443 736 239 171 571 141 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 231 1736 335 324 1863 133 527 876 142 204 680 48 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 281 1775 539 445 2045 632 452 1476 444 266 855 371 Arrive On Green 0.08 0.35 0.35 0.13 0.40 0.40 0.13 0.29 0.29 0.05 0.16 0.16 Sat Flow, veh/h 3456 5106 1550 3456 5106 1579 3456 5106 1538 3456 3554 1540 Grp Volume(v), veh/h 231 1736 335 324 1863 133 527 876 142 204 680 48 Grp Sat Flow(s),veh/h/ln 1728 1702 1550 1728 1702 1579 1728 1702 1538 1728 1777 1540 Q Serve(g_s), s 8.6 43.7 16.0 11.7 44.8 7.2 17.0 19.1 6.7 7.6 23.9 3.5 Cycle Q Clear(g_c), s 8.6 43.7 16.0 11.7 44.8 7.2 17.0 19.1 6.7 7.6 23.9 3.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 281 1775 539 445 2045 632 452 1476 444 266 855 371 V/C Ratio(X) 0.82 0.98 0.62 0.73 0.91 0.21 1.17 0.59 0.32 0.77 0.80 0.13 Avail Cap(c_a), veh/h 292 1775 539 445 2045 632 452 1493 449 372 957 415 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 Uniform Delay (d), s/veh 58.8 41.9 16.4 54.4 36.8 25.5 56.5 39.7 18.3 60.5 51.5 42.9 Incr Delay (d2), s/veh 15.2 16.7 5.3 5.2 7.6 0.8 96.5 1.0 0.9 3.3 4.8 0.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 20.5 6.3 5.3 19.4 2.8 13.4 8.1 3.5 3.5 11.6 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 74.0 58.6 21.8 59.7 44.4 26.3 153.0 40.6 19.2 63.8 56.2 43.2 LnGrp LOS E E C E D C F D B E E D
Approach Vol, veh/h 2302 2320 1545 932
Approach Delay, s/veh 54.8 45.5 77.0 57.2
Approach LOS D D E E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 22.0 50.5 21.6 35.9 15.2 57.4 15.3 42.2 Change Period (Y+Rc), s 5.3 * 5.3 4.6 4.6 4.6 5.3 5.3 4.6 Max Green Setting (Gmax), s 13.0 * 45 17.0 35.0 11.0 47.2 14.0 38.0 Max Q Clear Time (g_c+I1), s 13.7 45.7 19.0 25.9 10.6 46.8 9.6 21.1 Green Ext Time (p_c), s 0.0 0.0 0.0 4.7 0.0 0.4 0.1 9.7 Intersection Summary
HCM 7th Control Delay, s/veh 56.9
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
Lanes, Volumes, Timings Alternative 4
6: S Orange Ave & Imperial Highway Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 14
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1916 20 0 1977 82 0 0 21 0 0 36
Future Volume (vph) 0 1916 20 0 1977 82 0 0 21 0 0 36
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.998 0.994 0.865 0.865
Flt Protected
Satd. Flow (prot) 0 5075 0 0 5055 0 0 0 1611 0 0 1611
Flt Permitted
Satd. Flow (perm) 0 5075 0 0 5055 0 0 0 1611 0 0 1611
Link Speed (mph) 40 40 25 25
Link Distance (ft) 385 366 1313 668
Travel Time (s) 6.6 6.2 35.8 18.2
Confl. Peds. (#/hr) 2 12
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 0 2337 24 0 2411 100 0 0 26 0 0 44
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 2361 0 0 2511 0 0 0 26 0 0 44
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) 24 24 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 50.1% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
6: S Orange Ave & Imperial Highway Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 15
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1916 20 0 1977 82 0 0 21 0 0 36
Future Vol, veh/h 0 1916 20 0 1977 82 0 0 21 0 0 36
Conflicting Peds, #/hr 0 0 2 0 0 12 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - -0 - -0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 2337 24 0 2411 100 0 0 26 0 0 44
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 1182 - - 1267
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - - - - - - - 7.14 - - 7.14
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.92 - - 3.92
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 156 0 0 137
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 156 - - 136
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 32.52 43.8
HCM LOS D E
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 156 - - - - 136
HCM Lane V/C Ratio 0.164 - - - - 0.324
HCM Control Delay (s/veh) 32.5 - - - - 43.8
HCM Lane LOS D - - - -E
HCM 95th %tile Q(veh) 0.6 - - - - 1.3
Lanes, Volumes, Timings Alternative 4
7: S Flower Ave & Imperial Highway Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 16
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1855 13 0 1945 0 0 0 2 0 0 178
Future Volume (vph) 0 1855 13 0 1945 0 0 0 2 0 0 178
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 130 0 0 0 0 0 0 100
Storage Lanes 0 0 0 0 0 1 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.865 0.865
Flt Protected
Satd. Flow (prot) 0 5080 0 0 5085 0 0 0 1611 0 0 1611
Flt Permitted
Satd. Flow (perm) 0 5080 0 0 5085 0 0 0 1611 0 0 1611
Link Speed (mph) 40 40 25 25
Link Distance (ft) 366 681 1312 750
Travel Time (s) 6.2 11.6 35.8 20.5
Confl. Peds. (#/hr) 6
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 0 2208 15 0 2315 0 0 0 2 0 0 212
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 2223 0 0 2315 0 0 0 2 0 0 212
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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15
HCM 7th TWSC Alternative 4
7: S Flower Ave & Imperial Highway Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 17
Intersection
Int Delay, s/veh 10.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1855 13 0 1945 0 0 0 2 0 0 178
Future Vol, veh/h 0 1855 13 0 1945 0 0 0 2 0 0 178
Conflicting Peds, #/hr 0 0 0 0 0 6 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - -0 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 2208 15 0 2315 0 0 0 2 0 0 212
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 1112 - - 1158
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - - - - - - - 7.14 - - 7.14
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.92 - - 3.92
Pot Cap-1 Maneuver 0 - - 0 - 0 0 0 175 0 0 ~ 163
Stage 1 0 - - 0 - 0 0 0 - 0 0 -
Stage 2 0 - - 0 - 0 0 0 - 0 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - - 175 - - ~ 163
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 25.91 228.13
HCM LOS D F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT SBLn1
Capacity (veh/h) 175 - - - 163
HCM Lane V/C Ratio 0.014 - - - 1.303
HCM Control Delay (s/veh) 25.9 - - - 228.1
HCM Lane LOS D - - - F
HCM 95th %tile Q(veh) 0 - - - 12.5
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Alternative 4
8: Sycamore Ave/Alley & Imperial Highway Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 18
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 32 1939 14 30 1968 2 3 0 14 0 0 10 Future Volume (vph) 32 1939 14 30 1968 2 3 0 14 0 0 10
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 120 0 0 0 0 0
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 0.91 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.887 0.865
Flt Protected 0.950 0.950 0.992
Satd. Flow (prot) 1770 5080 0 1770 5085 0 0 1639 0 0 1611 0 Flt Permitted 0.950 0.950 0.992
Satd. Flow (perm) 1770 5080 0 1770 5085 0 0 1639 0 0 1611 0 Link Speed (mph) 40 40 25 25
Link Distance (ft) 681 517 606 991
Travel Time (s) 11.6 8.8 16.5 27.0
Confl. Peds. (#/hr) 1 3
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) 35 2108 15 33 2139 2 3 0 15 0 0 11
Shared Lane Traffic (%)
Lane Group Flow (vph) 35 2123 0 33 2141 0 0 18 0 0 11 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
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 48.5% ICU Level of Service A Analysis Period (min) 15
HCM 7th TWSC Alternative 4
8: Sycamore Ave/Alley & Imperial Highway Laurel Elementary Circulation Study 4-6 PM Synchro 12 Report
Fehr & Peers Page 19
Intersection
Int Delay, s/veh 2.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 32 1939 14 30 1968 2 3 0 14 0 0 10
Future Vol, veh/h 32 1939 14 30 1968 2 3 0 14 0 0 10
Conflicting Peds, #/hr 0 0 1 0 0 3 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 75 - - 120 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 35 2108 15 33 2139 2 3 0 15 0 0 11
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 2144 0 0 2124 0 0 3107 4395 1062 3121 4402 1074 Stage 1 - ----- 2186 2186 - 2208 2208 -
Stage 2 - - - - - - 921 2210 - 913 2193 -
Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14 6.44 6.54 7.14 Critical Hdwy Stg 1 - - - - - - 7.34 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 - - - - - - 6.74 5.54 - 6.74 5.54 - Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver 106 - - 108 - - 12 2 188 12 1 185
Stage 1 - - - - - - 28 83 - 27 81 -
Stage 2 - - - - - - 263 81 - 266 82 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 105 - - 108 - - 5 1 188 5 1 185
Mov Cap-2 Maneuver - - - - - -51 -51 -
Stage 1 - - - - - - 19 55 - 19 56 -
Stage 2 - - - - - - 173 56 - 164 55 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.89 0.78 277.32 25.71
HCM LOS F D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 27 105 - - 108 - - 185
HCM Lane V/C Ratio 0.677 0.33 - - 0.302 - - 0.059
HCM Control Delay (s/veh) 277.3 55.2 - - 52.1 - - 25.7
HCM Lane LOS F F - - F - - D
HCM 95th %tile Q(veh) 2.1 1.3 - - 1.2 - - 0.2
City of Brea, Public Works Department
August 25, 2025
Appendix H
Feedback from Public Engagement
City of Brea, Public Works Department
August 25, 2025
City of Brea, Public Works Department
August 25, 2025
City of Brea, Public Works Department
August 25, 2025
City of Brea, Public Works Department
August 25, 2025
City of Brea, Public Works Department
August 25, 2025
South Flower Avenue
Laurel Elementary School Circulation & Safety Assessment October 7, 2025 1
Introduction
October 7, 2025 2
Laurel Elementary School Circulation and Safety Assessment Fehr & Peers
Overview
Background
Project Alternatives
Public Engagement
Recommendation
Next Steps
Background
October 7, 2025 3
• History
• BOUSD Campus Improvement Plans
• Commercial Developments
• Circulation Study
• Assessment
• Public Engagement
• BOUSD
• City Council
• Planning Commission
• Traffic Committee
• Laurel Elementary School
• Community Meetings
Background
October 7, 2025 4
Laurel Elementary School Circulation and Parking Plan - 2023 Laurel Elementary School Circulation and Parking Study
Kittleson & Associates
Joint City & BOUSD Study
Public Outreach
No Traffic Assessments
19 Possible Short-Term Options
4 Long-Term Alternatives
Challenges In Moving Forward
October 7, 2025 5
• Existing Safety & Circulation Concerns
• Future Safety & Circulation Concerns
• Right-of-Way Constraints
• Funding Constraints
• Various Stakeholder Desires
• Multi-Agency Approvals
City Actions Taken
• Retained F&P
• Seeking Grant Funds
F&P Assessment Process
October 7, 2025 6
• Field Observations
• Data Collection
• Safety Review
• Alternatives
• Traffic Assessments
• Conceptual Design
• Community Engagement
• Project Consensus
• Engineering Design
• Construction
Intersection of Flower Ave and Birch St,
looking north – afternoon
Project Alternative 1
October 7, 2025 7
Project Alternative 1
October 7, 2025 8
• Queuing of traffic during school hours
• Spillback onto Imperial Highway
• Vehicles stopped at intersection
• High-risk maneuvers
• Mid-block crossings with 2-way traffic
Sign along S. Flower Ave
(1) Intersection of S. Flower Ave and Imperial Hwy, looking east - afternoon Project Alternative 2 – Right-In-Right-Out
October 7, 2025 9
Project Alternative 2 – Right-In-Right-Out
October 7, 2025 10
• Reduce conflicting movements
• Left turns into & out of S. Flower Ave, crossing 3 lanes • Simple design, low-cost alternative
• Fits within the existing right of way, low construction and utility impacts • Commonly used, low impacts to circulation
• Operates like S. Flower Ave south of SR-90
• Limited impacts to emergency services
Considerations Level of Impact
Safety Benefits Moderate
Cost Low
Right of Way Impacts Low
Circulation Impacts Low
Timing for Construction Short (3-6 months)
Project Alternative 3A – Cul-de-Sac (40 ft radius)
October 7, 2025 11
Project Alternative 3B – Cul-de-Sac (35 ft radius)
October 7, 2025 12
Project Alternative 3A & 3B – Cul-de-Sac
October 7, 2025 13
• Eliminates conflicts at the intersection, highest safety benefits • High-cost alternative
• Requires additional right of way, impacts to drainage and other utilities • High impact to circulation
• Impacts to emergency access
• Can be addressed with design elements (bollards, rolled curb, fire turnaround, etc.) • Eliminates cut-through traffic
Considerations Level of Impact
Safety Benefits High
Cost High
Right of Way Impacts High
Circulation Impacts High
Timing for Construction Long (18-36 months)
Project Alternative 4 – One-Way Conversion
October 7, 2025 14
Project Alternative 4 – One-Way Conversion
October 7, 2025 15
• Eliminates highest conflict movement
• Right turn into S. Flower Ave from Imperial Highway
• Low cost
• Fits within existing right of way
• Limited impacts to drainage and other utilities
• Limited impacts to emergency services
• Design with mountable curb for northbound emergency access • Discourages cut-through traffic
Considerations Level of Impact
Safety Benefits High
Cost Low
Right of Way Impacts Low
Circulation Impacts Moderate
Timing for Construction Short/Moderate (6-12 months)
Public Engagement
October 7, 2025 16
• 450 mailers to residents, businesses, school district • 2-hour open-house styled event
• General Feedback
• Recognition of existing congestion and safety concerns • Understanding that no perfect one-size-fit-all solution exists • Overall positive feedback and appreciation of City’s effort • Project Alternatives
• Support for median closure along Imperial Highway
• Concerns over emergency access with change to circulation • Proposed improvements should consider secondary effects (i.e. recirculation of traffic, local access, school pick-up/drop-off, etc.)
• Ultimate design should consider aesthetics of school frontage • Pair improvements to height driver awareness and foster safe behavior
• Need continued engagement and educational efforts with improvements
• Most overall support for Project Alternative 4
Opportunities & Tradeoffs
October 7, 2025 17
• Considerations, summarized
Considerations Right in Right out Cul de Sac One Way Conversion Safety Benefits Moderate High High
Cost Low High Low
Right of Way Impacts Low High Low
Circulation Impacts Low High Moderate
Timing for Construction Short
(3-6 months)
Long
(18-36 months)
Short/Moderate
(6-12 months)
F&P Recommendation – Project Alternative 4
October 7, 2025 18
• Achieves safety objectives
• Low cost, quick build
• Most compatible with existing conditions
• Maintains access to Imperial Highway
• Reduces cut-through traffic
• Most public support of the alternatives
Traffic Committee Summary
October 7, 2025 19
• 9/18/25 Meeting
• 4 Alternatives Discussed
• 450 mailers distributed; ~10 in attendance
• Recommended Actions
• Present alternatives to City Council
• Meet with BOUSD to seek input
• Return to Traffic Committee
October 7, 2025 20
Recommended Next Steps
• Meet with BOUSD
• Return to Traffic Committee
• Return to City Council for Approval
• Finalize Project
• Pursue Grant Funding
• Engineering Design
• Permitting / State Approvals
• Construction
CITYof BREA
Communication
October 7, 2025
Item No. 4A.
Ordinance Establishing Standards and Procedures for Creating Economic Development Programs and Incentives, and Adding Title 17 “Economic Development” to the Brea City Code
TO PREPARED BY
Honorable Mayor and City Council Members Melissa Davis, Community Development Manager
DEPARTMENT HEAD APPROVAL CITY MANAGER APPROVAL
Jason Killebrew, Assistant City Manager/Community
Development Director Kristin Griffith, City Manager
RECOMMENDATION
Staff recommends that the City Council take the following actions:
1. Waive full reading and introduce Ordinance No. 1266 titled “An Ordinance of the City Council of the City of Brea Establishing Standards and Procedures for Creating Economic Development Programs and Incentives, and Adding Title 17 “Economic Development” to the Brea City Code (Attachment A);
2. Approve a California Environmental Quality Act (CEQA) Exemption Determination (Attachment A); and
3. Schedule adoption of the aforementioned Ordinance at the October 21, 2025 City Council meeting.
BACKGROUND/DISCUSSION
On September 16, 2025, the Brea City Council reviewed staff’s proposal to add an Economic Development Chapter to the Brea City Code and recommended staff to return at a future date for consideration of adoption. The purpose of the proposed Ordinance No. 1266 is to formalize various Economic Development programs and efforts, including establishing incentives for qualifying, eligible businesses.
The Economic Development Division's goals include, but are not limited to: (1) business attraction and retention; (2) economic diversification; (3) increased visitation/tourism; and (4) workforce development. The proposed Ordinance No. 1266 discusses various programs that the City can implement to achieve these goals, such as marketing programs, collaborative agreements, site selection assistance, infrastructure development, real property agreements, and more.
Furthermore, Ordinance No. 1266 establishes the authority for the City to provide various incentives to qualifying, eligible businesses or special programs. The qualifications for eligibility include:
1. Businesses that are projected to both generate at least $175 million per year in taxable retail sales and employ at least 50 persons full-time, and are either:
a. Retail Sales, Warehouse Store, provided it is 125,000 square feet or more in size and located on a minimum of 10 acres or more of land; or
b. Automotive Sales and Leasing (Major), situated on three acres or more of land, with a service center.
2. Special programs and events of regional, state-wide, national, or international significance that create significant and unique opportunities for local tourism or economic development.
Should a qualifying, eligible business or special program seek an economic development incentive, they must submit in writing various information about their project for the City Council’s review and consideration. Key information submitted must include, but is not limited to: (1) an overview of the development project or program; (2) the number of jobs created; (3) financial return to the City; (4) community improvements or benefits; and (5) the explanation of why the incentive is necessary and how it will be used.
The proposed incentives could grant any form of financial or in-kind assistance for eligible, private development projects or special programs that provide a significant and specific public benefit. Some examples of incentives include, but are not limited to: (1) public-private partnerships; (2) agreements to forego, waive, or reimburse sales taxes; (3) grant and loan agreements; (4) fee abatements, discounts, or deferrals; (5) real property agreements; and (6) regulatory relief agreements. All economic development incentives shall require final approval from the City Council, which shall have the sole discretion to determine both the amount as well as the terms and conditions of the incentive.
A common type of economic development incentive is a sales tax reimbursement agreement. Over 92 cities in California participate in such agreements, including the nearby cities of Aliso Viejo, Anaheim, Chino Hills, Corona, Cypress, Eastvale, Garden Grove, Huntington Beach, Laguna Hills, La Mirada, La Palma, Menifee, Newport Beach, Ontario, Orange, Placentia, Pomona, Riverside, Santa Ana, San Juan Capistrano, Seal Beach, and Stanton. While sales tax reimbursement agreements are in place today as a tool to incentivize business attraction and retention, other neighboring cities may have attracted desirable businesses to their respective cities during the period when Redevelopment Agencies were active.
The City Attorney’s office has reviewed and approved all documents associated. A Public Hearing for the second reading of Ordinance No. 1266 is scheduled to occur at the October 21, 2025, City Council Meeting.
The adoption of this Ordinance is exempt from California Environmental Quality Act review pursuant to statutory and categorical exemptions, including California Code of Regulations Title 14, Section 15061(b)(3).
Public Notice and Comments
This Ordinance was noticed in accordance with the City’s public noticing requirements, which involved publication in the Brea Star-Progress. The public hearing notice for this Project is provided as Attachment B. As of the writing of this report, staff has not received public comments.
FISCAL IMPACT/SUMMARY
The recommendation is limited to adoption of an Ordinance to amend the Brea City Code; as such, there is no impact to the General Fund.
Attachments
Ordinance Establishing Standards and Procedures for Creating Economic Development Programs and Incentives, and Adding Title 17 "Economic Development" to the Brea City Code Public Hearing Notice
1 ____________, 2025
ORD. 1266
ORDINANCE NO. 1266
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BREA
ESTABLISHING STANDARDS AND PROCEDURES FOR CREATING
ECONOMIC DEVELOPMENT PROGRAMS AND INCENTIVES, AND
ADDING TITLE 17 “ECONOMIC DEVELOPMENT” TO THE BREA CITY CODE
THE CITY COUNCIL OF THE CITY OF BREA DOES ORDAIN AS FOLLOWS:
A. RECITALS:
(i) Economic development programs and incentives that promote the health and welfare of the City's residents, businesses, and visitors, as set forth in this Ordinance, serve an important public purpose and a proper use of public funds. (ii) On October 7, 2025, the City Council held a noticed public hearing regarding this Ordinance, during which all persons asking wishing to speak on the subject of the Ordinance were permitted to do so.
(iii) All legal prerequisites to the adoption of this Ordinance have occurred.
B. ORDINANCE:
SECTION 1. Finding. The City Council hereby finds that the facts set forth in the Recitals, Part A of this Ordinance, are true and correct. 2 ____________, 2025
ORD. 1266
SECTION 2. Code Amendment. A new Title 17 (Economic Development) is hereby added to Part II (Development Code) of the Brea City Code to read as follows:
“Title 17: ECONOMIC DEVELOPMENT
Chapter 17.01 General Provisions
Section
17.01.010 Purpose and Construction
17.01.020 Economic Development Programs
17.01.030 Economic Development Incentives – Generally
17.01.040 Economic Development Incentives – Eligibility
17.01.050 Administrative Policies
17.01.010 PURPOSE AND CONSTRUCTION
A. The intent of this Title is to establish standards and procedures for creating economic development programs and incentives for the purpose of promoting the health and welfare of the City’s residents, businesses, and visitors by increasing retail, entertainment, and recreational opportunities; increasing the value of residential and nonresidential properties; and expanding the City’s tax base, which increases the City’s ability to provide municipal services. The City Council finds that creating such programs and incentives is a proper use of public funds that serves an important public purpose.
B. Nothing in this Title shall be construed to either require the City to provide an economic development incentive to any particular person or development project or authorize the expenditure of any City funds not 3 ____________, 2025
ORD. 1266
previously allocated for such purpose. All economic development incentives shall comply with state and federal law, and nothing in this Title shall be construed to require or authorize any action that conflicts with any state or federal law.
C. Any term used in this Title that is defined in Section 20.00.070 shall have the meaning set forth in that section for purposes of this Title unless a different meaning is clearly intended by the context.
17.01.020 ECONOMIC DEVELOPMENT PROGRAMS
A. The City may from time-to-time create, implement, and carry out economic development programs. Without limitation such programs may include the following:
1. Marketing programs that promote the City’s natural,
historic, and cultural resources; commercial and residential real estate opportunities; recreation opportunities; special events; entertainment options, tourist attractions, and other City amenities through public outreach and City events.
2. Business attraction and retention programs designed
to attract and retain businesses that contribute to the overall economic development of the City.
3. Workforce development programs, including workforce
and labor assessments, to attract and retain local employment opportunities and connect residents with such opportunities.
4 ____________, 2025
ORD. 1266
4. Economic diversification research and marketing to
identify and attract new or expanded economic development opportunities.
5. Collaborations with for-profit entities and non-profit organizations to provide additional support to the business community.
6. Collaborations with other public agencies, including entering into joint powers agreements, to develop and fund mutually beneficial economic development plans and activities.
7. Site identification and business relocation assistance programs that identify and assist prospective and existing businesses seeking new locations within the City.
8. Private sponsorship and partnership initiatives for
recreational, entertainment, and cultural attractions and events in the City.
9. Permitting reforms and assistance programs that
expedite approval processes for economic activities that provide broad public benefits through job creation, infrastructure development, tax revenue generations, tourism or other economic benefits.
10. Grant funding opportunities, by which the City may
obtain or disperse funds for promoting economic development in the City.
11. Issuance of bonds or other financial instruments for the purpose of expending the proceeds for any other purpose or program authorized under this Title.
5 ____________, 2025
ORD. 1266
12. Infrastructure development as determined by the City Council to be necessary or useful for the economic development of the City.
13. Acquisition, sale, lease, management, or use of real or personal property including: (i) purchase, lease, option, or otherwise acquiring property by gift, grant, bequest, devise, purchase, or other means, any real or personal property or property interest and any improvements thereon, including repurchase of developed property previously owned by the City; (ii) sale, lease, exchange, subdivision, transfer, assignment, pledge, or encumbrance of any real or personal property or property interest for purposes of economic development; (iii) maintenance, operation, repair, or management of real property; and (iv) preparation of real property for new economic development, including clearance or moving existing buildings, structures, or improvements; grading, installation of streets, utilities, parks, and other public improvements; remediation efforts, including investigations, planning and preparation, regulatory permitting assistance, and direct remediation.
14. Creation of assessment districts or other similar
funding mechanisms to fund services and infrastructure.
B. Nothing in this section shall authorize the expenditure of any City funds not previously appropriated for such purpose by the City Council. 6 ____________, 2025
ORD. 1266
17.01.030 ECONOMIC DEVELOPMENT INCENTIVES – GENERALLY
A. The City may from time-to-time, and only upon approval by the City Council pursuant to written agreement or other instrument, grant direct economic incentives for private development projects that provide a significant, and specific public benefit in the form of loans, grants, financing, financial concessions, property transfers, or in-kind contribution of goods or services. Such economic incentives may be implemented singly or in combination with other incentives and programs, and may include the following:
1. Public-private partnership agreements.
2. Agreements to forego, waive, or reimburse sales taxes and use taxes (as defined by Revenue & Taxation Code § 7202).
3. Grants and loans.
4. Fee abatement, discount, or deferment agreements.
5. Agreements for the purchase, sale, ground lease,
license, use, financing, lease-back, of real property.
6. Agreements that provide regulatory relief from the
City’s land use regulations including development agreements that provide for expedited processing of entitlements, vested development rights, and procedures to quickly resolve disputes, provided that nothing in this section shall limit the availability of development agreements for any other legal purpose.
7 ____________, 2025
ORD. 1266
7. Any other form of financial or in-kind assistance for a private development or business operation, as determined by the City Council to be necessary or useful for the economic development of the City.
B. Any economic incentive provided by the City must be
memorialized in writing by written agreement or other instrument in a form approved by the City Attorney and approved by the City Council or the City Manager if so authorized by the City Council.
17.01.040 ECONOMIC DEVELOPMENT INCENTIVES – ELIGIBILITY A. The following types of businesses are eligible for an economic incentive pursuant to this Title:
1. Businesses projected to both generate at least $175
million per year in taxable retail sales, employ at least 50 persons full-time, and is either:
a. Retail Sales, Warehouse Store, provided it is
125,000 square feet or more in size and located on a minimum of 10 acres or more of land; or
b. Automotive Sales and Leasing (Major), situated
on three acres or more of land, with a service center.
2. Special programs and events of regional, state-wide, national, or international significance that create significant and unique opportunities for local tourism or economic development. 8 ____________, 2025
ORD. 1266
B. Any businesses seeking an economic development incentive from the City shall submit a request in writing on a form approved by the City and include the following information in addition to any other information required by the City Manager or their designee:
1. The nature, proposed location, development cost,
projected financing, and development timeline for the project, and, if applicable, a five-year forecast projection of retail sales once it is in operation.
2. The form and amount of the required assistance
requested, and an explanation of its necessity and how it will be used.
3. The specific public benefits that the project will provide for the City, including the number and type of jobs created, any financial return to the City, and any community improvements or amenities or other benefits.
C. No economic development incentive shall be granted in violation of state law, including Government Code Section 53083, 53084, and 53084.5.
D. Pursuant to Labor Code Section 1771, any work done under contract and paid for in whole or in part out of public funds from an economic development incentive from the City shall comply with applicable prevailing wage requirements.
9 ____________, 2025
ORD. 1266
E. Any agreement or written instrument conveying an economic development incentive under this Title shall include covenants prohibiting discrimination because of race, religion, color, national origin, handicap, ancestry, sex, sexual orientation, and age.
F. All economic development incentives shall require final approval from the City Council, which shall have the sole discretion to determine the amount and terms and conditions of the incentive. The City Council shall hold a public meeting on all contemplated agreements regarding economic development incentives, subject to notice and hearing requirements under state law.
17.01.050 ADMINISTRATIVE POLICIES
The City Manager or their designee may adopt such administrative policies for implementation of this Title.”
SECTION 3. CEQA. The City Council finds and determines that adoption of this Ordinance is exempt from California Environmental Quality Act review pursuant to statutory and categorical exemptions including California Code of Regulations Title 14, Section 15061(b)(3).
SECTION 4. Severability. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council declares that it would have adopted this Ordinance and each section, subsection, sentence, clause, phrase, or 10 ____________, 2025
ORD. 1266
portion thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional.
SECTION 5. The City Clerk shall certify to the adoption of this Ordinance.
APPROVED AND ADOPTED this __ day of __________, 2025.
________________________________
Blair Stewart, Mayor
ATTEST: ________________________________
Victoria Popescu, City Clerk
11 ____________, 2025
ORD. 1266
I, Victoria Popescu, City Clerk of the City of Brea, do hereby certify that the foregoing Ordinance was introduced at a regular meeting of the City Council of the City of Brea held on the ___ day of ___________, 2025, and was finally passed at a regular meeting of the City Council of the City of Brea held on the ____ day of ___________, 2025, by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
DATED: ____________________, 2025
________________________________
Victoria Popescu, City Clerk
BREA CITY COUNCIL
PUBLIC HEARING NOTICE
NOTICE IS HEREBY GIVEN that on Tuesday, October 07, 2025 at 7:00 p.m., or as soon thereafter as the matter can be heard, the Brea City Council will conduct a public hearing in the Council Chambers of the Brea Civic & Cultural Center, 1 Civic Center Circle, Brea, California, for the purpose of considering adoption of the following:
An Ordinance of the City Council of the City of Brea Adopting Title 17:
Economic Development to the Brea City Code.
The project has been assessed in accordance with the California Environmental Quality Act (CEQA) Guidelines and the environmental regulations of the City. The proposed ordinance is exempt from the requirements of CEQA pursuant to Section 15061(b)(3) of the CEQA Guidelines.
ALL INTERESTED PERSONS are invited to attend said hearing and express opinions on the matters outlined above. Further information may be obtained by calling the Economic Development Division at (714) 990-7788 or by emailing [email protected].
SAID MEETING will be held in the Council Chambers, Plaza Level, of the Brea Civic & Cultural Center located at 1 Civic Center Circle, Brea, California.
If you challenge this matter in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this Notice, or in written correspondence, delivered to the Office of the City Clerk at, or prior to, the public hearing.
Dated: September 18, 2025
Victoria Popescu, City Clerk
CITYof BREA
Communication
October 7, 2025
Item No. 5A.
September 16, 2025 Regular City Council Meeting Minutes
TO PREPARED BY
Honorable Mayor and City Council Members Christina Dizol , Deputy City Clerk
DEPARTMENT HEAD APPROVAL CITY MANAGER APPROVAL
Kristin Griffith, City Manager Kristin Griffith, City Manager
RECOMMENDATION
Approve.
Attachments
09-16-2025 - Draft Minutes.pdf
** The following document is a draft of the minutes and the not the official approved minutes **
Minutes for the City Council Regular Meeting
1 Civic Center Circle, Brea, California 92821
September 16, 2025
Roll Call: (The following members were in attendance)
Blair Stewart, Mayor
Cecilia Hupp, Mayor Pro Tem
Christine Marick, Council Member
Marty Simonoff, Council Member
Absent:
Steve Vargas, Council Member
1. CLOSED SESSION - EXECUTIVE CONFERENCE ROOM 3RD FLOOR - 5:30 P.M.
1.A. Call to Order/Roll CallMayor Stewart called the Closed Session to order at 5:30 p.m. All members were present, with Council Member Vargas absent.
1.B. Public CommentNone.
1.C. Conference with Legal Counsel Pursuant to Government Code Section 54956.9(d)(4) - Anticipated Litigation. Initiation of Litigation: 2 potential cases.- Mayor Stewart adjourned the Closed Session at 6:13 p.m.
2. STUDY SESSION - EXECUTIVE CONFERENCE ROOM 3RD FLOOR - 6:00 P.M.
2.A. Call to Order/Roll CallMayor Stewart called the Study Session to order at 6:15 p.m. All members were present, with Council Member Vargas absent.
2.B. Public CommentNone.
2.C. Clarify Regular Meeting Topics -
Mayor Stewart announced that the Study Session items will be taken out of order.
2.D. Comprehensive User Fee Study UpdateAdministrative Services Director Lo provided background information on the item. Tony Trasher from Willdan Financial Services provided an oral presentation and spoke about the importance of updating user fees. He stated the objectives for the fee adjustments are to determine the full cost of providing services and to update fees for services based on cost analysis. He provided suggested fee adjustments for Administrative Services, Water Utility Billing, Planning, Building, Community Services, Fire, Police and Public Works.
City Council discussed concerns with the new user fees proposed for planning, parking permits, alarm permits, and tree removal permits.
In response to Council discussion, Assistant City Manager/Community Development Director Killebrew stated the cost adjustments are to subcategorize existing fees only and no new fees have been created.
City Council requested staff bring the item back to a future Study Session with a breakdown of all Department fee adjustments.
2.E. Policy Considerations for Short-Term Rental Properties Management Analyst Magaña presented an overview of the draft zoning text amendments and reviewed the eligibility requirements for Accessory Dwelling Units, mobile homes and house trailers for short-term rentals. She announced the short-term rental pilot program will commence on February 1, 2026, and expire on December 31, 2029. She also reviewed the eligibility requirements for properties that reside within an homeowner's association (HOA) and stated HOA’s have been notified of the City’s intent to review and update their short-term rental regulations. She stated the number of short-term rental permits allotted will vary between singlefamily and multi-family properties.
Council discussed the number of permits allocated for multi-family housing complexes and distance requirements.
In response to Council discussion, Assistant City Manager/Community Development Director Killebrew indicated that the number of allotted permits can be changed and stated that the proposed policy would allow the City to hold property owners responsible for any misconduct.
Management Analyst Magaña continued her presentation and reviewed the application process and requirements.
Council discussed the geography of allotted permits and suggested a first come first serve or lottery system to help mitigate the number of permits issued. The Council requested staff to research local agencies short-term rental policies and return to a future meeting with an ordinance for consideration.
2.F. Consideration of Adding an Economic Development Chapter to Brea City Code Community Development Manager Furio provided an oral presentation that included background information, research, and elements of the proposed ordinance. She specified the purpose of this ordinance is to formalize the work already being done in economic development and to establish incentives for qualifying eligible businesses. She stated the goals for the economic development program are to increase business attraction retention, economic diversification, tourism in the City, and workforce development. She stated over 92 cities in California have Sales Tax Rebate agreements and provided a list of local surrounding agencies. She reviewed the proposed qualifications and requirements for retail sales and warehouse stores, automotive sales and leasing, and business endeavors. She also reviewed proposed incentives and stated any financial incentives would come back to the Council at a public hearing for consideration.
Council Member Marick asked if neighboring cities were left off the Sales Tax Rebate Agreement list because they are a part of a redevelopment agency and if so, that information should be provided in a future staff report.
Assistant City Manager/Community Development Director Killebrew stated the list does not include any type of Transient Occupancy Tax (TOT) and asked the Council if that information should be reported as well.
Council concurred that the TOT information is not necessary and directed staff to move forward with bringing an ordinance to a future City Council meeting.
2.G. Council Member Reports/RequestsNone.
2.H. Study Session AdjournmentMayor Stewart adjourned the Study Session at 7:01 p.m.
3. GENERAL SESSION - COUNCIL CHAMBERS PLAZA LEVEL - 7:00 P.M.
3.A. Call to Order/Roll Call
Mayor Stewart called the General Session to order at 7:08 p.m. All members were present, with Council Member Vargas absent.
3.B. Pledge of Allegiance: Boy Scout Troop 707
Boy Scout Troop 707 led the Pledge of Allegiance.
3.C. Invocation: Pastor Rick Crockett, Crosspointe Church Pastor Rick Crockett, Crosspointe Church, led the Invocation.
3.D. Proclamation: National Preparedness Month
Mayor Stewart presented Emergency Preparedness Coordinator Lisa Keyworth and members of the CERT Team with a Proclamation recognizing September as National Preparedness Month.
3.E. Proclamation: Service Club Month
Mayor Stewart presented representatives from the Brea Rotary Club, Brea/La Habra Soroptimists Club, Brea Lions Club and St. Angelia Merici Knights of Columbus a Proclamation recognizing September as Service Club Month.
3.F. Report - Prior Study Session
City Manager Griffith provided a report on the prior Study Session.
3.G. Community Announcements
Council Member Simonoff announced that the City has reinstated parking enforcement for the street sweeping program. He stated warnings have been issued and citations will be given out starting the week of November 3, 2025. He explained the goal of the street sweeping program is to maintain the safety and cleanliness of the city streets. He asked residents to please keep their vehicles off the streets during designated street sweeping days, and to visit the the City website for additional information.
Council Member Hupp invited the community to attend the Inner Coastal Cleanup Day on Saturday, September 20 at the Brea Creek Channel from 7:00 to 11:00 a.m. She stated supplies will be provided to all participants and additional information can be found on the City website.
Council Member Marick announced the City will be participating in the County Alert OC test on Wednesday, September 17 at 10:00 a.m. She encouraged the community to sign up or update phone numbers and emails on AlertOC.org.
Mayor Stewart announced the 2025 State of the City is now available to view online. He indicated that the State of the City is an opportunity for the community to learn about what has been accomplished this past year, and what is planned for the future. He stated the topics included are budget, development, public safety and more. He added that the State of the City is available to watch on-demand on the City website, Brea TV streaming app and the City's YouTube channel.
3.H. Matters from the Audience
Prashant and Najale Shah spoke regarding parking and parking enforcement on South Orange Avenue.
Priscilla Sanchez spoke in opposition to the location of the Jamboree Housing Development Project.
Suranee Waleszonia spoke about the lack of transparency regarding the Permanent Supportive Affordable Housing Project on Brea Boulevard.
Emily Villalobos spoke in opposition to the location of the Permanent Supportive Affordable Housing Project on Brea Boulevard.
Roy Jefferson spoke regarding Service Clubs recognition and thanked the council for Proclaiming September as Service Clubs Month.
Sean Thomas expressed gratitude to the Council and Public Works Department for resolving a trash concern. He also spoke regarding E-Bike Safety on the Brea Trails.
3.I. Response to Public Inquiries- 7:46 PM
Mayor Stewart responded to public inquires.
4. PUBLIC HEARING
4.A. 2025 Public Health Goals on Water Quality
Utilities Manager Correa provided a presentation on the item and spoke regarding requirements from the State Water Resources Control Board and public health goals. He also provided information about the City of Brea water supply sources, quarterly water testing and indicated that the City's water supply is in compliance with the California Department of Public Health's Public Health and Safety Code.
Mayor Stewart opened the public hearing.
Seeing no member of the public wishing to address the Council, Mayor Stewart closed the public hearing.
Motion was made by Council Member Simonoff and seconded by Mayor Pro Tem Hupp to accept and approve the 2025 Public Health Goals Report on Water Quality. Motion passed 4-0- 1-0 (Ayes: Stewart, Hupp, Marick, Simonoff. Absent: Vargas)
4.B. Second Reading Brea Construction Code Tri-Annual Code Update Building Official Varela provided a presentation on the item and spoke regarding legal requirements, effective dates and background information.
Mayor Stewart opened the public hearing.
Seeing no members of the public wishing to address the Council, Mayor Stewart closed the public hearing.
Motion was made by Council Member Simonoff and seconded by Mayor Pro Tem Hupp to adopt by title only and waive further reading of Ordinance No. 1264,"An Ordinance of the City Council of the City of Brea adopting by reference the 2025 Edition of the California Administrative, Building, Residential, Mechanical, Plumbing, Electrical, Green Building Standards, Energy, Historical Building, and Existing Building Codes, the 2024 Edition of the International Property Maintenance Code, and the 2024 Edition of the International Swimming Pool And Spa Code, together with appendices, amendments, deletions and penalties, amending Title 15 of the Brea City Code, and approving a CEQA Exemption Determination, "adopting by reference and amending, Codes comprising the 2025 Edition of the California Building Standards Code, and related “model” codes (collectively “California Code(s)”sometimes herein), the 2024 International Swimming Pool and Spa Code, and the 2024International Property Maintenance Code; and adopt Resolution No. 2025-061, setting forth required findings for amendments to the2025 Edition of the California Building Standards Code and related “model” codes (collectively “California Code(s)” sometimes herein), and the 2024 International Swimming Pool and Spa Code, based on local climatic, topographical, and/or geological conditions. Motion passed 4-0-1-0 (Ayes: Stewart, Hupp, Marick, Simonoff.
Absent: Vargas)
4.C. Second Reading 2025 Fire Code and Wildland Urban Interface Ordinance Fire Marshal Pesqueira provided a presentation on the item and spoke regarding changes to the Brea Fire Code.
Mayor Stewart opened the public hearing.
Seeing no members of the public wishing to address the Council, Mayor Stewart closed the public hearing.
A motion was made by Council Member Simonoff and seconded by Mayor Pro Tem Hupp to adopt by title only and waive further reading of Ordinance No. 1265, "An Ordinance of the City Council of the City of Brea adopting by reference and Amending the 2025 California Wildland - Urban Interface Code and California Fire Code and Portions of the 2024 International Fire Code, as the City of Brea Fire Code, together with certain amendments, additions, deletions and exceptions, amending Title 16 (Fire Safety) of the Brea City Code, and Approving a CEQA Exemption Determination," adopting by reference and amending the 2025 California Fire Code (CFC) and 2025 California Wildland Urban Interface Code (CWUIC); and adopt Resolution No. 2025-062, setting forth required findings for amendments to the2025 California Fire and Wildland Urban Interface Codes based on local climatic, topographical, and/or geological conditions. Motion passed 4-0-1-0 (Ayes: Stewart, Hupp, Marick, Simonoff. Absent: Vargas)
5. ADMINISTRATIVE ITEMS
5.A. 2025 Investment Advisory Committee (IAC) Annual Update and City Treasurer Presentation Administrative Services Director Lo spoke about the background of the Investment Advisory Committee and introduced members in attendance.
Karl Meng, Chandler Asset Management, provided an overview of Chandler’s strategies and objectives; employment and inflation trends; the Federal Reserve and bond yields; the City’s portfolio summary; purchase yields, long-term performance, compliance, and trust structure; and benefits.
Keith Stribling, PFM Asst Management, provided additional information regarding the Federal Reserve and bond yields. He also provided an overview of the City’s PARS Pension and OPEB Portfolio summary.
City Treasurer Eby provided an overview of Brea’s General Fund Obligations, water revenue bonds, Successor Agency to the Redevelopment Agency Bonds, and pension and release of obligations.
5.B. Annual Report related to Police Department use of Military Equipment as required by Government Code § 7072
Police Lieutenant Haddad provided a report on police use of military equipment for calendar year 2024 in compliance with Assembly Bill 481.
The City Council received and filed the report.
6. CONSENT CALENDAR
Motion was made by Mayor Pro Tem Hupp and seconded by Council Member Simonoff to approve City Consent Calendar Items 6A - 6J. Motion passed 4-0-1-0 (Aye: Stewart, Marick, Hupp, Simonoff. Absent: Vargas)
6.A. August 19, 2025 Regular City Council Meeting Minutes The City Council approved the August 19, 2025 City Council Meeting Minutes as written.
6.B. Annual Mills Act Compliance Report
The City Council received and filed the annual Mills Act compliance report.
6.C. Encroachment, Maintenance, and Restoration Agreement for Main Event at 245 W. Birch St.
The City Council approved the Encroachment, Maintenance, and Restoration Agreement for Main Event at 245 W. Birch St.; authorized the City Manager to execute the Encroachment, Maintenance, and Restoration Agreement and any non-monetary contract amendments and ancillary documents required for implementation of the Encroachment, Maintenance, and Restoration Agreement; and authorized the City Clerk to record the Encroachment, Maintenance, and Restoration Agreement.
6.D. Approval of Police Mobile Data Computers (MDC), Modems and Peripherals Replacements The City Council authorized the City’s Procurement & Contracts Administrator to provide a Purchase Order for the purchase of Mobile Data Computers (MDCs), modems, and peripherals for the Police Department and authorized the City Manager to sign the Professional Services Agreement with Motorola Solutions for $522,924.75.
6.E. Consideration and Approval of Easement Agreements with TPA VI, LLC for the Purchase of the City’s Lease Interests in Wireless Telecommunication Sites at 101 South Brea Boulevard and 400 North Kraemer Boulevard
The City Council found the below-mentioned Easement Agreements exempt from CEQA pursuant to CEQA Guidelines Section 15061(b)(3); Approved Easement Agreements and related closing documents with TPA VI, LLC (TowerPoint) for purchase of the City’s lease interests in wireless telecommunications sites located at 101 South Brea Boulevard and 400 North Kraemer Boulevard; Adopted Resolution Nos. 2025-063 and 2025-064 approving execution of the Easement Agreements and authorizing the City Manager to execute such Easement Agreements and all related closing documents upon completion of TowerPoint's title search/commitments as described in Attachment I; Authorized the City Manager to administratively make non-substantive revisions to the Easement Agreements and related closing documents as necessary or appropriate; Amended the Fiscal Year 2025-27 City’s General Fund (110) Operating Budget to:
Appropriate up to $1,785,000 in one-time revenue from the new Easement Agreements; and Deobligated up to $194,075 (for this budget cycle) in revenue due to the new Easement Agreements’ purchase of the City’s interests in the two existing wireless leases.
6.F. Investment Policy Guidelines for the City of Brea's Employee Benefits Fund Pension Plan The City Council reviewed and approved the Investment Policy Guidelines for the City of Brea’s Employee Benefits Fund Pension Plan through Public Agency Retirement Services (PARS).
6.G. Statement of Investment Policy for the City/Brea Successor Agency to the Brea Redevelopment Agency
The City Council reviewed and approved the City of Brea/Successor Agency to the Brea Redevelopment Agency Statement of Investment Policy.
6.H. Investment Policy Guidelines for the City of Brea's Other Post Employment Benefits (OPEB) Trust Fund
The City Council reviewed and approved the Investment Guidelines for the City's Other Post Employment Benefits (OPEB) Trust Fund through Public Agency Retirement Services (PARS).
6.I. Monthly Report of Investments for the City of Brea for Period Ended August 31, 2025 The City Council received and filed the Monthly Report of Investments.
6.J. August Outgoing Payment Log and City Disbursement Registers for August 15, 2025 , August 22, 2025, August 29, 2025, and September 5, 2025
The City Council received and filed the August Outgoing Payment Log and City Disbursement Registers.
7. CITY/SUCCESSOR AGENCY - CONSENT
Motion was made by Mayor Pro Tem Hupp and seconded by Council Member Simonoff to approve City/Successor Agency Consent Item 7A. Motion passed 4-0-1-0 (Ayes: Stewart, Hupp, Marick, Simonoff. Absent: Vargas)
7.A. Monthly Report of Investments for the Successor Agency to the Brea Redevelopment Agency for Period Ended August 31, 2025
The City Council, as the Successor Agency, received and filed the Monthly Report of Investments for the Successor Agency to the Brea Redevelopment Agency for Period Ended August 31, 2025.
8. ADMINISTRATIVE ANNOUNCEMENTS
8.A. City Manager
None.
8.B. City Attorney
None.
8.C. Council Requests
None.
9. COUNCIL ANNOUNCEMENTS
9.A. Council Announcements
None.
10. ADJOURNMENT
10.A. Meeting Adjournment
Mayor Stewart adjourned the General Session at 8:29 p.m.
CITYof BREA
Communication
October 7, 2025
Item No. 5B.
Accept a $65,000 Office of Traffic Safety Selective Traffic Enforcement Program Grant Award for Traffic Safety Operations
TO PREPARED BY
Honorable Mayor and City Council Members Rebecca Hart, Management Analyst
DEPARTMENT HEAD APPROVAL CITY MANAGER APPROVAL
Adam Hawley, Police Chief Kristin Griffith, City Manager
RECOMMENDATION
Staff recommends that the City Council take the following action:
1. Accept an Office of Traffic Safety Selective Traffic Enforcement Program (OTSSTEP) Grant Award which funds best practice strategies to be conducted to reduce the number of persons killed and injured in crashes involving alcohol and other primary crash factors, in the amount of $65,000, for the one-year grant period which begins October 1, 2025, and ends September 30, 2026.
BACKGROUND/DISCUSSION
The Police Department has secured the OTSSTEP Grant that funds various traffic safety-related training, operations, and education campaigns including: Driving Under the Influence (DUI) enforcement-related training opportunities such as Standardized Field Sobriety Test (SFST), Advanced Roadside Impaired Driving Enforcement (ARIDE), and Drug Recognition Expert (DRE) and DRE Re-certification, two DUI/Driver License (DL) checkpoints, and DUI Saturation, Traffic Enforcement, Distracted Driving, Motorcycle Safety, and Pedestrian/Bicycle Safety operations, and Community Traffic Safety and Know Your Limit educational campaigns.
This grant funds the above for Federal Fiscal Year 2025-2026. Under the terms of the grant, the Brea Police Department aims to improve overall traffic safety in the Brea Community. In addition, grant funds will improve the Department's effectiveness by training police personnel in the area of DUI detection, funding a variety of highly visible traffic safety-related operations, and coordinating relevant educational campaigns. Through these endeavors, the Brea Police Department aims to reduce the number of persons killed and injured in crashes involving alcohol and other primary crash factors.
COMMISSION/COMMITTEE RECOMMENDATION
This staff report was reviewed by the Finance Committee during their September 30, 2025, meeting and recommended for approval.
FISCAL IMPACT/SUMMARY
There is no General Fund impact with this request as all costs will be reimbursed by the OTSSTEP Grant Program.
Any grant revenues received, or expenditures incurred, will be programmed in the FY2025-26 Operating Budget.
Attachments
OTSSTEP Grant Agreement.pdf
9/12/2025 7:07:45 AM Page 1 of 20
State of California – Office of Traffic Safety
GRANT AGREEMENT
GRANT NUMBER
PT26217
1. GRANT TITLE
Selective Traffic Enforcement Program (STEP)
2. NAME OF AGENCY 3. Grant Period
Brea From:
To:
10/01/2025
09/30/2026 4. AGENCY UNIT TO ADMINISTER GRANT
Brea Police Department
5. GRANT DESCRIPTION
Best practice strategies will be conducted to reduce the number of persons killed and injured in crashes involving alcohol and other primary crash factors. The funded strategies may include impaired driving enforcement, enforcement operations focusing on primary crash factors, distracted driving, night-time seat belt enforcement, special enforcement operations encouraging motorcycle safety, enforcement and public awareness in areas with a high number of bicycle and pedestrian crashes, and educational programs. These strategies are designed to earn media attention thus enhancing the overall deterrent effect.
6. Federal Funds Allocated Under This Agreement Shall Not Exceed:
Allocation is contingent upon availability of federal funds. $65,000.00
7. TERMS AND CONDITIONS: The parties agree to comply with the terms and conditions of the following which are by this reference made a part of the Agreement:
Schedule A – Problem Statement, Goals and Objectives and Method of Procedure Schedule B – Detailed Budget Estimate and Sub-Budget Estimate (if applicable) Schedule B-1 – Budget Narrative and Sub-Budget Narrative (if applicable) Exhibit A – Certifications and Assurances
Exhibit B* – OTS Grant Program Manual
Exhibit C – Grant Electronic Management System (GEMS) Access *Items shown with an asterisk (*), are hereby incorporated by reference and made a part of this agreement as if attached hereto. These documents can be viewed at the OTS home web page under Grants: www.ots.ca.gov.
We, the officials named below, hereby swear under penalty of perjury under the laws of the State of California that we are duly authorized to legally bind the Grant recipient to the above described Grant terms and conditions.
IN WITNESS WHEREOF, this Agreement has been executed by the parties hereto.
8. Approval Signatures
A. GRANT DIRECTOR B. AUTHORIZING OFFICIAL
NAME:
TITLE:
EMAIL:
PHONE:
ADDRESS:
Anthony Nguyen
Traffic Corporal
[email protected]
(714) 990-7640
1 Civic Center Circle
Brea, CA 92821
ADDRESS: Adam Hawley
Chief of Police
[email protected]
(714) 990-7633
1 Civic Center Circle
Brea, CA 92821
{{_es_signer2_signature}} {{_es_signer2_date}} {{_es_signer4_signature}} {{_es_signer4_date}} (Signature) (Date) (Signature) (Date)
C. FISCAL OFFICIAL D. AUTHORIZING OFFICIAL OF OFFICE OF TRAFFIC SAFETY ADDRESS: Mary Ann Alcancia
Financial Services Manager
[email protected]
(714) 990-7625
1 Civic Center Circle
Brea, CA 92821
ADDRESS: Stephanie Dougherty
Director
[email protected]
(916) 509-3030
2208 Kausen Drive, Suite 300
Elk Grove, CA 95758
{{_es_signer3_signature}} {{_es_signer3_date}} {{_es_signer6_signature}} {{_es_signer6_date}} (Signature) (Date) (Signature) (Date)
ANTHONY NGUYEN (Sep 16, 2025 08:47:06 PDT)
ANTHONY NGUYEN Sep 16, 2025
9/12/2025 7:07:45 AM Page 2 of 20
E. ACCOUNTING OFFICER OF OFFICE OF TRAFFIC SAFETY 9. SAM INFORMATION NAME: Carolyn Vu SAM #:
REGISTERED
ADDRESS:
CITY:
ZIP+4:
PU9SHMKA84D6
1 Civic Center Cir.
Brea
92821-5792
ADDRESS: 2208 Kausen Drive, Suite 300
Elk Grove, CA 95758
10. PROJECTED EXPENDITURES
FUND CFDA ITEM/APPROPRIATION F.Y. CHAPTER STATUTE PROJECTED
EXPENDITURES
402PT-26 20.600 0521-0890-101 2025 04/25 BA/25 $18,000.00 164AL-26 20.608 0521-0890-101 2025 04/25 BA/25 $37,000.00 405e DDL-26 20.616 0521-0890-101 2025 04/25 BA/25 $10,000.00
AGREEMENT
TOTAL $65,000.00
AMOUNT ENCUMBERED BY THIS DOCUMENT
I CERTIFY upon my own personal knowledge that the budgeted funds for the current budget year are available for the period and purpose of the expenditure stated above.
$65,000.00
PRIOR AMOUNT ENCUMBERED FOR THIS
AGREEMENT
$ 0.00
OTS ACCOUNTING OFFICER’S SIGNATURE DATE SIGNED TOTAL AMOUNT ENCUMBERED TO DATE {{_es_signer5_signature}} {{_es_signer5_date}} $65,000.00 9/12/2025 7:07:45 AM Page 3 of 20
State of California – Office of Traffic Safety
GRANT AGREEMENT
Schedule A
GRANT NUMBER
PT26217
1. PROBLEM STATEMENT
Describe the city, county, or jurisdiction this grant will impact.
Brea, California, is a vibrant city located in northern Orange County, approximately 30 miles southeast of downtown Los Angeles. With a population of 47,337 as of 2023, Brea offers a balanced blend of suburban tranquility and urban amenities, making it an attractive place to live and work. This city boasts a diverse demographic and economically, Brea is home to over 3,200 businesses, with key industries including manufacturing, construction, retail, and wholesale. Notable employers in the area include Envista Holdings Corporation and Ventura Foods.
Brea's history dates back to the early 20th century when it was founded as an oil town. The discovery of oil in the area led to rapid development and the establishment of a thriving community. Over the years, Brea transitioned from an oil-based economy to a more diversified one, with significant growth in retail and residential sectors. Once known for crude oil and citrus production, today it’s a popular shopping and entertainment destination.
The city is renowned for its public art program, which features a wide array of artworks throughout the community, enhancing its aesthetic appeal. Brea's vibrant arts scene is popular, with the Brea Art Gallery and Curtis Theatre offering exhibitions and performances year-round. The city also hosts several annual events, such as the Brea Jazz Festival and the Brea Fest, which celebrate local culture and community spirit. The city is also home to a variety of industries, including healthcare, education, and technology, making it a dynamic place for business and innovation.
The City of Brea provides police services to a population of approximately 47,337 but during the daytime it can increase to upwards of 120,000 due to the various shopping centers and a vibrant industrial base. The business complexes in Brea consist of several restaurants and bars in Brea's Downtown business complex center (Brea Boulevard & Imperial Highway). The lively downtown area features many entertainment venues, nightclubs, and restaurants. Around the city, there are many parks and shopping areas, such as Brea Mall with over 175 stores and restaurants, Brea Marketplace, and Brea Union Plaza. Brea boasts an impressive selection of parks and outdoors spaces that includes the Carbon Canyon Regional Park and the Brea Sports Park. Brea is a beautiful city that offers a wide range of attractions, amenities and activities for residents and visitors.
Describe the problem(s) to be addressed, supported by current and relevant crash data. (most recent calendar year data/stats).
However, with Brea’s vibrant attractions and thriving nightlife, the city also faces challenges related to alcohol-impaired driving and reckless behavior on the roads. The highest concentration of DUI arrests and DUI related traffic crashes occur in the vicinity of Brea Boulevard and Imperial Highway. The commercial establishments also contribute to the additional nighttime roadway traffic and contribute to the DUI arrests and traffic crashes within the City of Brea.
Alcohol involved crashes continue to be a serious concern. Within the last year in the City of Brea (January 2023 to January 2024) there have been a total of 62 DUI traffic related crashes. Of those 62 crashes, there were 15 injury crashes and of those 62 crashes, 15 were within the area of Brea Blvd/Imperial Hwy. These recurring incidents underscores the ongoing need for proactive measures to prevent impaired driving and enhance road safety throughout the community.
There are three major state routes that travel through the City of Brea (SR-57, SR-90, & SR-142) and each contribute a high volume of transitory vehicles that originate from surrounding cities in Orange County, Los Angeles County, and San Bernardino County. This additional vehicle traffic brings DUI drivers commuting through the City of Brea and contributes to the number of patrons visiting Brea drinking establishments. Our target population for the enforcement efforts will be DUI drivers, as well as those drivers who commit moving violations (speed, distracted driving, red traffic signal, turning/yielding violations, etc.) that may contribute to traffic crashes. Our mission is to reduce traffic crashes and in doing so, reduce injuries and deaths 9/12/2025 7:07:45 AM Page 4 of 20
associated with these crashes. The City of Brea has worked to maintain an acceptable traffic safety index and managing demands on Brea Officers has been a challenge.
Upon examination of the OTS Crash Rankings for 2022, we have also identified the problem areas below that we recognize need to be addressed. As part of Group D, Brea had (to name the most problematic categories) the following rankings:
30/90 = Speed Related
47/90 = Had Been Drinking Driver 21 - 34
58/90 = Total Fatal and Injury
33/90 = Pedestrians
44/90 = Alcohol Involved
54/90 = Composite
Officers at Brea Police Department will continue and improve efforts to maintain or lower the City of Brea's crash rankings by increasing enforcement, education, and reducing injury crashes.
In 2024, the top three primary crash factors in Brea were unsafe speed, improper turning, and violations involving traffic signals and signs. Unsafe speed was a contributing factor in 21 crashes, which resulted in 29 injuries. Improper turning accounted for 22 crashes, leading to 27 injuries. Most notably, violations related to traffic signals and signs were linked to one fatal crash and an additional 29 crashes, resulting in a total of 46 injuries. These figures highlight the critical need for focused traffic efforts to address these persistent and dangerous driving behaviors.
The City of Brea, along with other cities in Orange County, has seen an increase in the number of car club meetups which has also led to an increase in street racing and intersection takeovers. The Brea Police Department will increase enforcement in Brea but has also joined the Strategic Traffic Enforcement Against Racing & Reckless Driving (STEARRD) Task Force with surrounding police agencies in a collaborative effort to help deter this type of activity.
Define the target population the grant intends to serve and how they are affected by the problem(s).
Our target population is not limited to “infraction violators", and/or "DUI drivers". The Brea Police Department sincerely wants the entire community to know that traffic safety is a priority for us. This is why the various public outreach opportunities via press releases during the grant cycle are important as they identify and emphasize traffic safety to members of the community. Our intent is to focus on the message of public safety by having a presence in frequent downtown events in Brea, such as the Brea Car Show, Taste of Brea, Brea Fest, National Night Out, Brea Country Music Festival, as well as others.
2. PERFORMANCE MEASURES
A. Goals:
1. Reduce the number of persons killed in traffic crashes.
2. Reduce the number of persons injured in traffic crashes.
3. Reduce the number of pedestrians killed in traffic crashes.
4. Reduce the number of pedestrians injured in traffic crashes.
5. Reduce the number of bicyclists killed in traffic crashes.
6. Reduce the number of bicyclists injured in traffic crashes.
7. Reduce the number of persons killed in alcohol-involved crashes.
8. Reduce the number of persons injured in alcohol-involved crashes.
9. Reduce the number of persons killed in drug-involved crashes.
10. Reduce the number of persons injured in drug-involved crashes.
11. Reduce the number of persons killed in alcohol/drug combo-involved crashes.
12. Reduce the number of persons injured in alcohol/drug combo-involved crashes.
13. Reduce the number of motorcyclists killed in traffic crashes.
14. Reduce the number of motorcyclists injured in traffic crashes.
15. Reduce hit & run fatal crashes.
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16. Reduce hit & run injury crashes.
17. Reduce nighttime (2100 - 0259 hours) fatal crashes.
18. Reduce nighttime (2100 - 0259 hours) injury crashes.
B. Objectives: Target Number
1. Issue a news release announcing the kick-off of the grant by December 31st. The kick-off news releases and media advisories, alerts, and materials must be emailed to the OTS Public Information Officer at [email protected], and copied to your OTS Coordinator, for approval 7 days prior to the issuance date of the release.
1 2. Participate and report data (as required) in the following campaigns; Quarter 1:
National Pedestrian Safety Month, National Walk to School Day, National Teen Driver Safety Week, NHTSA Winter Mobilization; Quarter 3: National Distracted Driving Awareness Month, National Motorcycle Safety Month, National Bicycle Safety Month, National Click it or Ticket Mobilization; Quarter 4: National Speed Prevention Campaigns, NHTSA Summer Mobilization, National Child Passenger Safety Week, and California's Pedestrian Safety Month.
12 3. Develop (by December 31) and/or maintain a “DUI BOLO” program to notify patrol and traffic officers to be on the lookout for identified repeat DUI offenders with a suspended or revoked license as a result of DUI convictions. Updated DUI BOLOs should be distributed to patrol and traffic officers monthly. 12 4. Send law enforcement personnel to the NHTSA Standardized Field Sobriety Testing (SFST) (minimum 16 hours) POST-certified training. 1 5. Send law enforcement personnel to the NHTSA Advanced Roadside Impaired Driving Enforcement (ARIDE) 16 hour POST-certified training. 1 6. Send law enforcement personnel to the Drug Recognition Expert (DRE) training (classroom and field training must be completed).
1 7. Send law enforcement personnel to the DRE Recertification training. 1
8. Conduct DUI/DL Checkpoints. A minimum of 1 checkpoint should be conducted during the NHTSA Winter Mobilization and 1 during the Summer Mobilization. To enhance the overall deterrent effect and promote high visibility, it is recommended the grantee issue an advance press release and conduct social media activity for each checkpoint. For combination DUI/DL checkpoints, departments should issue press releases that mention DL's will be checked at the DUI/DL checkpoint. Signs for DUI/DL checkpoints should read "DUI/Driver's License Checkpoint Ahead." OTS does not fund or support independent DL checkpoints. Only on an exception basis and with OTS pre-approval will OTS fund checkpoints that begin prior to 1800 hours. When possible, DUI/DL Checkpoint screeners should be DRE- or ARIDE-trained.
2 9. Conduct DUI Saturation Patrol operation(s). 6
10. Conduct Traffic Enforcement operation(s), including but not limited to, primary crash factor violations.
6 11. Conduct highly publicized Distracted Driving enforcement operation(s) targeting drivers using hand held cell phones and texting.
6 12. Conduct highly publicized Motorcycle Safety enforcement operation(s) in areas or during events with a high number of motorcycle incidents or crashes resulting from unsafe speed, DUI, following too closely, unsafe lane changes, improper turning, and other primary crash factor violations by motorcyclists and other drivers. 1 13. Conduct highly publicized pedestrian and/or bicycle enforcement operation(s) in areas or during events with a high number of pedestrian and/or bicycle crashes resulting from violations made by pedestrians, bicyclists, and drivers. 2 14. Conduct Traffic Safety educational presentation(s) with an effort to reach community members. Note: Presentation(s) may include topics such as distracted driving, DUI, speed, bicycle and pedestrian safety, seat belts and child passenger safety.
2 15. Conduct Know Your Limit campaigns with an effort to reach members of the community.
2 16. Participate in highly visible collaborative Traffic Enforcement operations. 2 9/12/2025 7:07:45 AM Page 6 of 20
3. METHOD OF PROCEDURE
A. Phase 1 – Program Preparation (1st Quarter of Grant Year) The department will develop operational plans to implement the “best practice” strategies outlined in the objectives section.
Conduct all training needed to implement the program, in the first quarter. Purchase all grant related supplies and materials to implement the program, in the first quarter. Items with a unit cost of $5,000 more (including tax and shipping) must comply with Buy America. In order to develop/maintain the “DUI BOLOs,” research will be conducted to identify the “worst of the worst” repeat DUI offenders with a suspended or revoked license as a result of DUI convictions. The DUI BOLO may include the driver’s name, last known address, DOB, description, current license status, and the number of times suspended or revoked for DUI. DUI BOLOs should be updated and distributed to traffic and patrol officers at least monthly. Implementation of the STEP grant activities will be accomplished by deploying personnel at high crash locations.
Media Requirements
Issue a news release approved by the OTS PIO announcing the kick-off of the grant by December 31 and after the grant is signed and executed, but no sooner than October 1, the start of the grant year. The kick-off release must be approved by the OTS PIO. If you are unable to meet the December 31 deadline to issue a kick-off press release, communicate reasons to your OTS grant coordinator and OTS PIO.
B. Phase 2 – Program Operations (Throughout Grant Year) Media Requirements
The following requirements are for all grant-related activities:
Send all media advisories, alerts, videos, graphics, artwork, posters, radio/PSA/video scripts, storyboards, digital and/or print educational materials for grant-related activities to the OTS PIO at [email protected] for approval and copy your OTS grant coordinator. Optimum lead time would be 7 days before the scheduled release but at least 3 business days prior to the scheduled release date for review and approval is appreciated.
Send all PowerPoint presentations, online presentations and trainings for grant-related activities to the OTS PIO at [email protected] for approval and copy your OTS grant coordinator. Certified training courses are EXEMPT from the approval process.
The OTS PIO is responsible for the approval of the design and content of materials. The agency understands OTS PIO approval is not authorizing approval of budget expenditure or cost. Any cost approvals must come from the OTS grant coordinator. Pre-approval is not required when using any OTS-supplied template for media advisories, news releases, social media graphics, videos or posts, or any other OTS-supplied educational material.
However, copy the OTS PIO at [email protected] and your OTS grant coordinator when any material is distributed to the media and public, such as a news release, educational material, or link to social media post.
If an OTS-supplied template, educational material, social media graphic, post or video is substantially changed, the changes shall be sent to the OTS PIO at [email protected] for approval and copy your OTS grant coordinator.
News releases, social media posts and alerts on platforms such as NextDoor and Nixle reporting immediate and time-sensitive grant activities (e.g. enforcement operations, day of event highlights or announcements, event invites) are EXEMPT from the OTS PIO approval process.
The OTS PIO and your OTS grant coordinator should still be notified when the grant-related activity is happening (e.g. car seat checks, bicycle rodeos, community presentations, DUI checkpoints, etc.).
Enforcement activities such as warrant and probation sweeps, court stings, etc. that are embargoed or could impact operations by publicizing in advance are EXEMPT from the PIO approval process. However, announcements and results of activities should still be copied to the OTS PIO at [email protected] and your OTS grant coordinator with the embargoed date and time or with “INTERNAL ONLY: DO NOT RELEASE” message in subject line of email. Any earned or paid media campaigns for TV, radio, digital or social media that are part of a specific grant objective, using OTS grant funds, or designed and developed using contractual services by a subgrantee, requires prior approval.
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Social media posts highlighting state or national traffic safety campaigns (Distracted Driving Month, Motorcycle Safety Awareness Month, etc.), enforcement operations (DUI checkpoints, etc.), or any other grant-related activity such as Bicycle rodeos, presentations, or events, are highly encouraged but do not require prior approval.
Submit a draft or rough-cut of all digital, printed, recorded or video material (brochures, posters, scripts, artwork, trailer graphics, digital graphics, social posts connected to an earned or paid media campaign grant objective) to the OTS PIO at [email protected] and copy your OTS grant coordinator for approval prior to the production or duplication. Use the following standard language in all press, media, and printed materials, space permitting:
Funding for this program was provided by a grant from the California Office of Traffic Safety, through the National Highway Traffic Safety Administration. Space permitting, include the OTS logo on all grant-funded print materials, graphics and paid or earned social media campaign grant objective; consult the OTS PIO and copy your OTS grant coordinator for specifics, format-appropriate logos, or if space does not permit the use of the OTS logo.
Email the OTS PIO at [email protected] and copy your OTS grant coordinator at least 21 days in advance, or when first confirmed, a short description of any significant grant-related traffic safety event or program, particularly events that are highly publicized beforehand with anticipated media coverage so OTS has sufficient notice to arrange for attendance and/or participation in the event.
If unable to attend, email the OTS PIO and coordinator brief highlights and/or results, including any media coverage (broadcast, digital, print) of event within 7 days following significant grantrelated event or program. Media and program highlights are to be reflected in QPRs. Any news releases, work plans, scripts, storyboards, artwork, graphics, videos or any educational or informational materials that received OTS PIO approval in a prior grant year needs to be resubmitted for approval in the current grant year.
For additional guidance, refer to the OTS Grants Materials Approval Process Guidelines and OTS Grants Media Approval Process FAQs on the OTS website. Contact the OTS PIO or your OTS grant coordinator for consultation when changes from any of the above requirements might be warranted.
C. Phase 3 – Data Collection & Reporting (Throughout Grant Year)
1. Prepare and submit grant claim invoices (due January 30, April 30, July 30, and October 30)
2. Prepare and submit Quarterly Performance Reports (QPR) (due January 30, April 30, July 30, and October 30)
Collect and report quarterly, appropriate data that supports the progress of goals and objectives. Provide a brief list of activity conducted, procurement of grant-funded items, and significant media activities. Include status of grant-funded personnel, status of contracts, challenges, or special accomplishments.
Provide a brief summary of quarterly accomplishments and explanations for objectives not completed or plans for upcoming activities.
Collect, analyze and report statistical data relating to the grant goals and objectives.
4. METHOD OF EVALUATION
Using the data compiled during the grant, the Grant Director will complete the “Final Evaluation” section in the fourth/final Quarterly Performance Report (QPR). The Final Evaluation should provide a brief summary of the grant’s accomplishments, challenges and significant activities. This narrative should also include whether goals and objectives were met, exceeded, or an explanation of why objectives were not completed.
5. ADMINISTRATIVE SUPPORT
This program has full administrative support, and every effort will be made to continue the grant activities after grant conclusion.
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State of California – Office of Traffic Safety
GRANT AGREEMENT
Schedule B
GRANT NUMBER
PT26217
FUND NUMBER CATALOG
NUMBER (CFDA)
FUND DESCRIPTION TOTAL AMOUNT
405e DDL-26 20.616 Distracted Driving Laws $10,000.00
402PT-26 20.600 State and Community Highway
Safety
$18,000.00
164AL-26 20.608 Minimum Penalties for Repeat
Offenders for Driving While
Intoxicated
$37,000.00
COST CATEGORY FUND
NUMBER
UNIT COST OR
RATE
UNITS TOTAL COST TO
GRANT
A. PERSONNEL COSTS
Straight Time
$0.00
Overtime
DUI/DL Checkpoints 164AL-26 $9,100.00 2 $18,200.00
DUI Saturation Patrols 164AL-26 $2,475.00 6 $14,850.00
Know Your Limit 164AL-26 $1,710.50 2 $3,421.00
Benefits for 164AL OT @ 1.45% 164AL-26 $36,471.00 1 $529.00 Traffic Enforcement 402PT-26 $1,500.00 6 $9,000.00
Motorcycle Safety 402PT-26 $1,500.00 1 $1,500.00
Pedestrian and Bicycle Enforcement 402PT-26 $1,500.00 2 $3,000.00 Collaborative Traffic Enforcement 402PT-26 $1,500.00 2 $3,000.00 Benefits for 402PT OT @ 1.45% 402PT-26 $16,500.00 1 $239.00 Distracted Driving Enforcement 405e DDL26$1,642.90 6 $9,857.00 Benefits for 405e DDL OT @ 1.45% 405e DDL26$9,857.00 1 $143.00 Category Sub-Total $63,739.00
B. TRAVEL EXPENSES
In State Travel 402PT-26 $1,261.00 1 $1,261.00
$0.00
Category Sub-Total $1,261.00
C. CONTRACTUAL SERVICES
$0.00
Category Sub-Total $0.00
D. EQUIPMENT
$0.00
Category Sub-Total $0.00
E. OTHER DIRECT COSTS
$0.00
Category Sub-Total $0.00
F. INDIRECT COSTS
$0.00
Category Sub-Total $0.00
GRANT TOTAL $65,000.00
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State of California – Office of Traffic Safety
GRANT AGREEMENT
Schedule B-1
GRANT NUMBER
PT26217
BUDGET NARRATIVE
PERSONNEL COSTS
DUI/DL Checkpoints - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.
DUI Saturation Patrols - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.
Know Your Limit - Overtime for grant funded traffic safety presentations or campaigns conducted by appropriate department personnel.
Benefits for 164AL OT @ 1.45% - Claimed amounts must reflect actual benefit costs for overtime hours charged to the grant.
Medicare - 1.45%
Traffic Enforcement - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.
Motorcycle Safety - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.
Pedestrian and Bicycle Enforcement - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.
Collaborative Traffic Enforcement - Overtime for grant funded Collaborative Traffic Enforcement operations conducted by appropriate department personnel
Benefits for 402PT OT @ 1.45% - Claimed amounts must reflect actual benefit costs for overtime hours charged to the grant.
Medicare - 1.45%
Distracted Driving Enforcement - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.
Benefits for 405e DDL OT @ 1.45% - Claimed amounts must reflect actual benefit costs for overtime hours charged to the grant.
Medicare - 1.45%
TRAVEL EXPENSES
In State Travel - Costs are included for appropriate staff to attend conferences and training events supporting the grant goals and objectives and/or traffic safety. Local mileage for grant activities and meetings is included. Anticipated travel may include the OTS Traffic Safety Law Enforcement Forum. All conferences, seminars or training not specifically identified in the Budget Narrative must be approved by OTS. All travel claimed must be at the agency approved rate. Per Diem may not be claimed for meals provided at conferences when registration fees are paid with OTS grant funds.
CONTRACTUAL SERVICES
-
EQUIPMENT
-
OTHER DIRECT COSTS
-
INDIRECT COSTS
-
STATEMENTS/DISCLAIMERS
There will be no program income generated from this grant. 9/12/2025 7:07:45 AM Page 10 of 20
Nothing in this “agreement” shall be interpreted as a requirement, formal or informal, that a particular law enforcement officer issue a specified or predetermined number of citations in pursuance of the goals and objectives here under.
The OTS grant funded activities must be separate from the CHP Cannabis Tax Fund Grant Program activities and maintained under separate accounting/tracking/other codes (example: the same DUI checkpoint may not be funded by both the CHP and the OTS).
Benefits for personnel costs can only be applied to straight time or overtime hours charged to the grant. 9/12/2025 7:07:45 AM Page 11 of 20
State of California – Office of Traffic Safety
GRANT AGREEMENT
Exhibit A
GRANT NUMBER
PT26217
Appendix A to Part 1300—Certifications and Assurances for Highway Safety Grants (23 U.S.C. Chapter 4 or Section 1906, Public Law 109-59, as amended by Section 25024, Public Law 117- 58)
The officials named on the grant agreement, certify by way of signature on the grant agreement signature page, that the Grantee Agency complies with all applicable Federal statutes, regulations, and directives and State rules, guidelines, policies, and laws in effect with respect to the periods for which it receives grant funding.
Applicable provisions include, but are not limited to, the following:
GENERAL REQUIREMENTS
The State will comply with applicable statutes and regulations, including but not limited to:
23 U.S.C. Chapter 4—Highway Safety Act of 1966, as amended; Sec. 1906, Public Law 109-59, as amended by Sec. 25024, Public Law 117-58; 23 CFR part 1300—Uniform Procedures for State Highway Safety Grant Programs; 2 CFR part 200—Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards;
2 CFR part 1201—Department of Transportation, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards.
NONDISCRIMINATION
(applies to subrecipients as well as States)
The State highway safety agency [and its subrecipients] will comply with all Federal statutes and implementing regulations relating to nondiscrimination (“Federal Nondiscrimination Authorities”). These include but are not limited to:
Title VI of the Civil Rights Act of 1964 (42 U.S.C. 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin);
49 CFR part 21 (entitled Non-discrimination in Federally-Assisted Programs of the Department of Transportation—Effectuation of Title VI of the Civil Rights Act of 1964); 28 CFR 50.3 (U.S. Department of Justice Guidelines for Enforcement of Title VI of the Civil Rights Act of 1964);
The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects);
Federal-Aid Highway Act of 1973, (23 U.S.C. 324 et seq.), and Title IX of the Education Amendments of 1972, as amended (20 U.S.C. 1681-1683 and 1685-1686) (prohibit discrimination on the basis of sex);
Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. 794 et seq.), as amended, (prohibits discrimination on the basis of disability) and 49 CFR part 27; The Age Discrimination Act of 1975, as amended, (42 U.S.C. 6101 et seq.), (prohibits discrimination on the basis of age);
The Civil Rights Restoration Act of 1987, (Pub. L. 100-209), (broadens scope, coverage, and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the
Federal aid recipients, subrecipients and contractors, whether such programs or activities are Federallyfunded or not); Titles II and III of the Americans with Disabilities Act (42 U.S.C. 12131-12189) (prohibits discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing) and 49 CFR parts 37 and 38
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The preceding statutory and regulatory cites hereinafter are referred to as the “Acts” and “Regulations,” respectively.
GENERAL ASSURANCES
In accordance with the Acts, the Regulations, and other pertinent directives, circulars, policy, memoranda, and/or guidance, the Recipient hereby gives assurance that it will promptly take any measures necessary to ensure that:
“No person in the United States shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity, for which the Recipient receives Federal financial assistance from DOT, including NHTSA.”
The Civil Rights Restoration Act of 1987 clarified the original intent of Congress, with respect to Title VI of the Civil Rights Act of 1964 and other non-discrimination requirements (the Age Discrimination Act of 1975, and Section 504 of the Rehabilitation Act of 1973), by restoring the broad, institutional-wide scope and coverage of these nondiscrimination statutes and requirements to include all programs and activities of the Recipient, so long as any portion of the program is Federally assisted.
SPECIFIC ASSURANCES
More specifically, and without limiting the above general Assurance, the Recipient agrees with and gives the following Assurances with respect to its Federally assisted Highway Safety Grant Program:
1. The Recipient agrees that each “activity,” “facility,” or “program,” as defined in 49 CFR part 21 will be (with regard to an “activity”) facilitated, or will be (with regard to a “facility”) operated, or will be (with regard to a “program”) conducted in compliance with all requirements imposed by, or pursuant to the Acts and the Regulations.
2. The Recipient will insert the following notification in all solicitations for bids, Requests For Proposals for work, or material subject to the Acts and the Regulations made in connection with all Highway Safety Grant Programs and, in adapted form, in all proposals for negotiated agreements regardless of funding source:
“The [name of Recipient], in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.”
3. The Recipient will insert the clauses of appendix A and E of this Assurance (also referred to as DOT order 1050.2A) [1]in every contract or agreement subject to the Acts and the Regulations.
4. The Recipient will insert the clauses of appendix B of DOT Order 1050.2A, as a covenant running with the land, in any deed from the United States effecting or recording a transfer of real property, structures, use, or improvements thereon or interest therein to a Recipient.
5. That where the Recipient receives Federal financial assistance to construct a facility, or part of a facility, the Assurance will extend to the entire facility and facilities operated in connection therewith.
6. That where the Recipient receives Federal financial assistance in the form of, or for the acquisition of, real property or an interest in real property, the Assurance will extend to rights to space on, over, or under such property.
7. That the Recipient will include the clauses set forth in appendix C and appendix D of this DOT Order 1050.2A, as a covenant running with the land, in any future deeds, leases, licenses, permits, or similar instruments entered into by the Recipient with other parties:
a. for the subsequent transfer of real property acquired or improved under the applicable activity, project, or program; and
b. for the construction or use of, or access to, space on, over, or under real property acquired or improved under the applicable activity, project, or program.
8. That this Assurance obligates the Recipient for the period during which Federal financial assistance is extended to the program, except where the Federal financial assistance is to provide, or is in the 9/12/2025 7:07:45 AM Page 13 of 20
form of, personal property, or real property, or interest therein, or structures or improvements thereon, in which case the Assurance obligates the Recipient, or any transferee for the longer of the following periods:
a. the period during which the property is used for a purpose for which the Federal financial assistance is extended, or for another purpose involving the provision of similar services or benefits; or
b. the period during which the Recipient retains ownership or possession of the property.
9. The Recipient will provide for such methods of administration for the program as are found by the Secretary of Transportation or the official to whom he/she delegates specific authority to give reasonable guarantee that it, other recipients, sub-recipients, sub- grantees, contractors, subcontractors, consultants, transferees, successors in interest, and other participants of Federal financial assistance under such program will comply with all requirements imposed or pursuant to the Acts, the Regulations, and this Assurance.
10. The Recipient agrees that the United States has a right to seek judicial enforcement with regard to any matter arising under the Acts, the Regulations, and this Assurance.
By signing this ASSURANCE, the State highway safety agency also agrees to comply (and require any subrecipients, sub-grantees, contractors, successors, transferees, and/or assignees to comply) with all applicable provisions governing NHTSA's access to records, accounts, documents, information, facilities, and staff. You also recognize that you must comply with any program or compliance reviews, and/or complaint investigations conducted by NHTSA. You must keep records, reports, and submit the material for review upon request to NHTSA, or its designee in a timely, complete, and accurate way. Additionally, you must comply with all other reporting, data collection, and evaluation requirements, as prescribed by law or detailed in program guidance.
The State highway safety agency gives this ASSURANCE in consideration of and for obtaining any Federal grants, loans, contracts, agreements, property, and/or discounts, or other Federal-aid and Federal financial assistance extended after the date hereof to the recipients by the U.S. Department of Transportation under the Highway Safety Grant Program. This ASSURANCE is binding on the State highway safety agency, other recipients, sub-recipients, sub-grantees, contractors, subcontractors and their subcontractors', transferees, successors in interest, and any other participants in the Highway Safety Grant Program. The person(s) signing below is/are authorized to sign this ASSURANCE on behalf of the Recipient.
THE DRUG-FREE WORKPLACE ACT OF 1988 (41 U.S.C. 8103)
The Subgrantee will provide a drug-free workplace by:
a. Publishing a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the grantee's workplace, and specifying the actions that will be taken against employees for violation of such prohibition; b. Establishing a drug-free awareness program to inform employees about:
1. The dangers of drug abuse in the workplace;
2. The grantee's policy of maintaining a drug-free workplace;
3. Any available drug counseling, rehabilitation, and employee assistance programs;
4. The penalties that may be imposed upon employees for drug violations occurring in the workplace;
5. Making it a requirement that each employee engaged in the performance of the grant be given a copy of the statement required by paragraph (a); c. Notifying the employee in the statement required by paragraph (a) that, as a condition of employment under the grant, the employee will—
1. Abide by the terms of the statement;
2. Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five days after such conviction; d. Notifying the agency within ten days after receiving notice under subparagraph (c)(2) from an employee or otherwise receiving actual notice of such conviction; e. Taking one of the following actions, within 30 days of receiving notice under subparagraph (c)(2), with respect to any employee who is so convicted—
1. Taking appropriate personnel action against such an employee, up to and including termination;
2. Requiring such employee to participate satisfactorily in a drug abuse assistance or 9/12/2025 7:07:45 AM Page 14 of 20
rehabilitation program approved for such purposes by a Federal, State, or local health, law enforcement, or other appropriate agency;
f. Making a good faith effort to continue to maintain a drug-free workplace through implementation of all of the paragraphs above.
POLITICAL ACTIVITY (HATCH ACT)
(applies to subrecipients as well as States)
The State will comply with provisions of the Hatch Act (5 U.S.C. 1501-1508), which limits the political activities of employees whose principal employment activities are funded in whole or in part with Federal funds.
CERTIFICATION REGARDING FEDERAL LOBBYING
(applies to subrecipients as well as States)
CERTIFICATION FOR CONTRACTS, GRANTS, LOANS, AND COOPERATIVE AGREEMENTS The undersigned certifies, to the best of his or her knowledge and belief, that:
1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement;
2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions;
3. The undersigned shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, subgrants, and contracts under grant, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.
RESTRICTION ON STATE LOBBYING
(applies to subrecipients as well as States)
None of the funds under this program will be used for any activity specifically designed to urge or influence a State or local legislator to favor or oppose the adoption of any specific legislative proposal pending before any State or local legislative body. Such activities include both direct and indirect (e.g., “grassroots”) lobbying activities, with one exception. This does not preclude a State official whose salary is supported with NHTSA funds from engaging in direct communications with State or local legislative officials, in accordance with customary State practice, even if such communications urge legislative officials to favor or oppose the adoption of a specific pending legislative proposal.
CERTIFICATION REGARDING DEBARMENT AND SUSPENSION
(applies to subrecipients as well as States)
INSTRUCTIONS FOR PRIMARY TIER PARTICIPANT CERTIFICATION (STATES) 9/12/2025 7:07:45 AM Page 15 of 20
1. By signing and submitting this proposal, the prospective primary tier participant is providing the certification set out below and agrees to comply with the requirements of 2 CFR parts 180 and 1200.
2. The inability of a person to provide the certification required below will not necessarily result in denial of participation in this covered transaction. The prospective primary tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective primary tier participant to furnish a certification or an explanation shall disqualify such person from participation in this transaction.
3. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default or may pursue suspension or debarment.
4. The prospective primary tier participant shall provide immediate written notice to the department or agency to which this proposal is submitted if at any time the prospective primary tier participant learns its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.
5. The terms covered transaction, civil judgment, debarment, suspension, ineligible, participant, person, principal, and voluntarily excluded, as used in this clause, are defined in 2 CFR parts 180 and 1200. You may contact the department or agency to which this proposal is being submitted for assistance in obtaining a copy of those regulations.
6. The prospective primary tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction.
7. The prospective primary tier participant further agrees by submitting this proposal that it will include the clause titled “Instructions for Lower Tier Participant Certification” including the “Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion—Lower Tier Covered Transaction,” provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions and will require lower tier participants to comply with 2 CFR parts 180 and 1200.
8. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not proposed for debarment under 48 CFR part 9, subpart
9.4, debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any prospective lower tier participants, each participant may, but is not required to, check the System for Award Management Exclusions website
( https://www.sam.gov/).
9. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.
10. Except for transactions authorized under paragraph 6 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate the transaction for cause or default.
CERTIFICATION REGARDING DEBARMENT, SUSPENSION, AND OTHER RESPONSIBILITY MATTERS—PRIMARY TIER
COVERED TRANSACTIONS
1. The prospective primary tier participant certifies to the best of its knowledge and belief, that it and 9/12/2025 7:07:45 AM Page 16 of 20
its principals:
a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency;
b. Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1)(b) of this certification; and d. Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default.
2. Where the prospective primary tier participant is unable to certify to any of the Statements in this certification, such prospective participant shall attach an explanation to this proposal.
INSTRUCTIONS FOR LOWER TIER PARTICIPANT CERTIFICATION
1. By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below and agrees to comply with the requirements of 2 CFR parts 180 and 1200.
2. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension or debarment.
3. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.
4. The terms covered transaction, civil judgment, debarment, suspension, ineligible, participant, person, principal, and voluntarily excluded, as used in this clause, are defined in 2 CFR parts 180 and 1200. You may contact the person to whom this proposal is submitted for assistance in obtaining a copy of those regulations.
5. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated.
6. The prospective lower tier participant further agrees by submitting this proposal that it will include the clause titled “Instructions for Lower Tier Participant Certification” including the “Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion—Lower Tier Covered Transaction,” without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions and will require lower tier participants to comply with 2 CFR parts 180 and 1200.
7. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not proposed for debarment under 48 CFR part 9, subpart
9.4, debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any prospective lower tier participants, each participant may, but is not required to, check the System for Award Management Exclusions website
( https://www.sam.gov/).
8. Nothing contained in the foregoing shall be construed to require establishment of a system of 9/12/2025 7:07:45 AM Page 17 of 20
records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.
9. Except for transactions authorized under paragraph 5 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension or debarment.
CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION—LOWER TIER
COVERED TRANSACTIONS
1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency.
2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal.
BUY AMERICA
(applies to subrecipients as well as States)
The State and each subrecipient will comply with the Buy America requirement (23 U.S.C. 313) when purchasing items using Federal funds. Buy America requires a State, or subrecipient, to purchase with Federal funds only steel, iron and manufactured products produced in the United States, unless the Secretary of Transportation determines that such domestically produced items would be inconsistent with the public interest, that such materials are not reasonably available and of a satisfactory quality, or that inclusion of domestic materials will increase the cost of the overall project contract by more than 25 percent. In order to use Federal funds to purchase foreign produced items, the State must submit a waiver request that provides an adequate basis and justification for approval by the Secretary of Transportation.
CERTIFICATION ON CONFLICT OF INTEREST
(applies to subrecipients as well as States)
GENERAL REQUIREMENTS
No employee, officer, or agent of a State or its subrecipient who is authorized in an official capacity to negotiate, make, accept, or approve, or to take part in negotiating, making, accepting, or approving any subaward, including contracts or subcontracts, in connection with this grant shall have, directly or indirectly, any financial or personal interest in any such subaward. Such a financial or personal interest would arise when the employee, officer, or agent, any member of his or her immediate family, his or her partner, or an organization which employs or is about to employ any of the parties indicated herein, has a financial or personal interest in or a tangible personal benefit from an entity considered for a subaward. Based on this policy:
1. The recipient shall maintain a written code or standards of conduct that provide for disciplinary actions to be applied for violations of such standards by officers, employees, or agents. a. The code or standards shall provide that the recipient's officers, employees, or agents may neither solicit nor accept gratuities, favors, or anything of monetary value from present or potential subawardees, including contractors or parties to subcontracts. b. The code or standards shall establish penalties, sanctions, or other disciplinary actions for violations, as permitted by State or local law or regulations.
2. The recipient shall maintain responsibility to enforce the requirements of the written code or standards of conduct.
DISCLOSURE REQUIREMENTS
9/12/2025 7:07:45 AM Page 18 of 20
No State or its subrecipient, including its officers, employees, or agents, shall perform or continue to perform under a grant or cooperative agreement, whose objectivity may be impaired because of any related past, present, or currently planned interest, financial or otherwise, in organizations regulated by NHTSA or in organizations whose interests may be substantially affected by NHTSA activities. Based on this policy:
1. The recipient shall disclose any conflict of interest identified as soon as reasonably possible, making an immediate and full disclosure in writing to NHTSA. The disclosure shall include a description of the action which the recipient has taken or proposes to take to avoid or mitigate such conflict.
2. NHTSA will review the disclosure and may require additional relevant information from the recipient.
If a conflict of interest is found to exist, NHTSA may (a) terminate the award, or (b) determine that it is otherwise in the best interest of NHTSA to continue the award and include appropriate provisions to mitigate or avoid such conflict.
3. Conflicts of interest that require disclosure include all past, present, or currently planned organizational, financial, contractual, or other interest(s) with an organization regulated by NHTSA or with an organization whose interests may be substantially affected by NHTSA activities, and which are related to this award. The interest(s) that require disclosure include those of any recipient, affiliate, proposed consultant, proposed subcontractor, and key personnel of any of the above. Past interest shall be limited to within one year of the date of award. Key personnel shall include any person owning more than a 20 percent interest in a recipient, and the officers, employees or agents of a recipient who are responsible for making a decision or taking an action under an award where the decision or action can have an economic or other impact on the interests of a regulated or affected organization.
PROHIBITION ON USING GRANT FUNDS TO CHECK FOR HELMET USAGE (applies to subrecipients as well as States)
The State and each subrecipient will not use 23 U.S.C. Chapter 4 grant funds for programs to check helmet usage or to create checkpoints that specifically target motorcyclists.
POLICY ON SEAT BELT USE
In accordance with Executive Order 13043, Increasing Seat Belt Use in the United States, dated April 16, 1997, the Grantee is encouraged to adopt and enforce on-the-job seat belt use policies and programs for its employees when operating company-owned, rented, or personally-owned vehicles. The National Highway Traffic Safety Administration (NHTSA) is responsible for providing leadership and guidance in support of this Presidential initiative. For information and resources on traffic safety programs and policies for employers, please contact the Network of Employers for Traffic Safety (NETS), a public-private partnership dedicated to improving the traffic safety practices of employers and employees. You can download information on seat belt programs, costs of motor vehicle crashes to employers, and other traffic safety initiatives at www.trafficsafety.org. The NHTSA website ( www.nhtsa.gov) also provides information on statistics, campaigns, and program evaluations and references.
POLICY ON BANNING TEXT MESSAGING WHILE DRIVING
In accordance with Executive Order 13513, Federal Leadership On Reducing Text Messaging While Driving, and DOT Order 3902.10, Text Messaging While Driving, States are encouraged to adopt and enforce workplace safety policies to decrease crashes caused by distracted driving, including policies to ban text messaging while driving company-owned or rented vehicles, Government-owned, leased or rented vehicles, or privately-owned vehicles when on official Government business or when performing any work on or behalf of the Government. States are also encouraged to conduct workplace safety initiatives in a manner commensurate with the size of the business, such as establishment of new rules and programs or reevaluation of existing programs to prohibit text messaging while driving, and education, awareness, and other outreach to employees about the safety risks associated with texting while driving. 9/12/2025 7:07:45 AM Page 19 of 20
INSTRUCTIONS FOR ADDING OR UPDATING GEMS USERS
1. Each agency is allowed a total of FIVE (5) GEMS Users.
2. GEMS Users listed on this form will be authorized to login to GEMS to complete and submit Quarterly Performance Reports (QPRs) and reimbursement claims.
3. Complete the form if adding, removing or editing a GEMS user(s).
4. The Grant Director must sign this form and return it with the Grant Agreement.
CURRENT GEMS USER(S)
1. Rebecca Hart
Title: Management Analyst Media Contact: Yes
Phone: (714) 990-7739
Email: [email protected]
2. Jamie McDonald
Title: Management Analyst I Media Contact: Yes
Phone: (714) 990-7749
Email: [email protected]
3. Anthony Nguyen
Title: Traffic Corporal Media Contact: Yes
Phone: (714) 990-7640
Email: [email protected]
4. Tianna Rivera
Title: Management Analyst Media Contact: Yes
Phone: (714) 990-7616
Email: [email protected]
State of California – Office of Traffic Safety
OTS-55 Grant Electronic Management System (GEMS) Access Exhibit C
GRANT NUMBER
PT26217
GRANT DETAILS
Grant Number: PT26217
Agency Name: Brea Police Department
Grant Title: Selective Traffic Enforcement Program (STEP) Agreement Total: $65,000.00
Authorizing Official: Adam Hawley
Fiscal Official: Mary Ann Alcancia
Grant Director: Anthony Nguyen
9/12/2025 7:07:45 AM Page 20 of 20
Complete the below information if adding, removing or editing a GEMS user(s) GEMS User 1
Add/Change {{[]c11_es_:signer1}} Remove Access {{[] c12_es_:signer1}} Add as a media contact? Yes {{[]c1_es_:signer1}} No{{[]c2_es_:signer1}} {{UserName1_es_:signer1 }} {{UserTitle1_es_:signer1 }}
Name Job Title
{{UserEmail1_es_:signer1 }} {{UserPhone1_es_:signer1 }} Email address Phone number
GEMS User 2
Add/Change {{[]c13_es_:signer1}} Remove Access {{[]c14_es_:signer1}} Add as a media contact? Yes {{[]c3_es_:signer1}}No {{[]c4_es_:signer1}} {{UserName2_es_:signer1 }} {{UserTitle2_es_:signer1 }}
Name Job Title
{{UserEmail2_es_:signer1 }} {{UserPhone2_es_:signer1 }} Email address Phone number
GEMS User 3
Add/Change {{[]c15_es_:signer1}} Remove Access {{[]c16_es_:signer1}} Add as a media contact? Yes {{[]c5_es_:signer1}}No {{[]c6_es_:signer1}} {{UserName3_es_:signer1 }} {{UserTitle3_es_:signer1 }}
Name Job Title
{{UserEmail3_es_:signer1 }} {{UserPhone3_es_:signer1 }} Email address Phone number
GEMS User 4
Add/Change {{[]c17_es_:signer1}} Remove Access {{[]c18_es_:signer1}} Add as a media contact? Yes {{[]c8_es_:signer1}}No {{[]c7_es_:signer1}} {{UserName4_es_:signer1 }} {{UserTitle4_es_:signer1 }}
Name Job Title
{{UserEmail4_es_:signer1 }} {{UserPhone4_es_:signer1 }} Email address Phone number
GEMS User 5
Add/Change {{[]c19_es_:signer1}} Remove Access {{[]c20_es_:signer1}} Add as a media contact? Yes {{[] c9_es_:signer1}}No {{[]c10_es_:signer1}} {{UserName5_es_:signer1 }} {{UserTitle5_es_:signer1 }}
Name Job Title
{{UserEmail5_es_:signer1 }} {{UserPhone5_es_:signer1 }} Email address Phone number
Form completed by: {{Sig_es_:signer1:signature}} Date: {{Dte1_es_:signer1:date}} As a signatory I hereby authorize the listed individual(s) to represent and have GEMS user access. {{Sig_es_:signer2:signature}} {{Name1_es_:signer2:fullname }} Signature Name
{{Dte2_es_:signer2:date}} Grant Director
Date Title
Anthony Nguyen (Sep 16, 2025 08:40:19 PDT)
Anthony Nguyen ✔ ✔
Anthony Nguyen Traffic Corporal [email protected] (714) 990-7640 ✔ ✔ Jamie McDonald No longer employee Sep 16, 2025 ANTHONY NGUYEN (Sep 16, 2025 08:47:06 PDT) ANTHONY NGUYEN ANTHONY NGUYEN Sep 16, 2025
CITYof BREA
Communication
October 7, 2025
Item No. 5C.
September 12, 19, and 26 City Disbursement Registers
TO PREPARED BY
Honorable Mayor and City Council Members Faith Madrazo, Financial Services Manager, Revenue
DEPARTMENT HEAD APPROVAL CITY MANAGER APPROVAL
Monica Lo, Administrative Services Director Kristin Griffith, City Manager
RECOMMENDATION
Staff recommends that the City Council take the following action:
1. Receive and file the City Disbursement Registers
Attachments
City Disbursement Register 09.12.25.pdf
City Disbursement Register 09.19.25.pdf
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
199024 ALLPROMOTION 09/12/2025 33603 110212111 EMBROIDERY $118.53 ALLPROMOTION Total Check Amount: $118.53
199025 AT&T CALNET 09/12/2025 20391 360515145 CALNET AUGUST 2025 $60.77 09/12/2025 20391 360515147 CALNET AUGUST 2025 $32.40
09/12/2025 20391 475141471 CALNET AUGUST 2025 $6,610.90 09/12/2025 20391 420515131 CALNET AUGUST 2025 $285.62
AT&T CALNET Total Check Amount: $6,989.69
199026 BADGER METER, INC 09/12/2025 33256 420515131 METERS $5,065.70 BADGER METER, INC Total Check Amount: $5,065.70
199027 BLACK & WHYTE DUELING PIANOS, LLC 09/12/2025 32335 110 BREA FEST 26/27 $1,800.00 BLACK & WHYTE DUELING PIANOS, LLC Total Check Amount: $1,800.00 199028 BREA SISTER CITY ASSOCIATION 09/12/2025 11278 110404311 FY 25/26 STIPEND $2,000.00 BREA SISTER CITY ASSOCIATION Total Check Amount: $2,000.00 199029 BUDILO CONSTRUCTION INC 09/12/2025 33593 420515131 CLA VALVE MAINT $8,797.14 BUDILO CONSTRUCTION INC Total Check Amount: $8,797.14
199030 BUSINESS CARD 09/12/2025 18749 110222223 BSCARD 082325 FIRE $77.25 09/12/2025 18749 110404421 BSCARD 082325 CS II $10.73
09/12/2025 18749 181404250 BSCARD 082325 CS II $6,322.59 09/12/2025 18749 950000000 ILJAOC BSCARD 0823 MJ $29.98 09/12/2025 18749 110141481 BSCARD 082325 HR $344.26
09/12/2025 18749 110222221 BSCARD 082325 FIRE $157.77
09/12/2025 18749 110404425 BSCARD 082325 CS $161.25
09/12/2025 18749 110404425 BSCARD 082325 CS II $289.74
09/12/2025 18749 420515131 BSCARD 082325 WATER $255.82
BUSINESS CARD Total Check Amount: $7,649.39
199031 CARNEY MEHR, A LEGAL CORPORATION 09/12/2025 28329 950000000 ILJAOC LGL SVCS JUL25 $990.00 CARNEY MEHR, A LEGAL CORPORATION Total Check Amount: $990.00 199032 CONSUMMO TECHNOLOGIES, INC. 09/12/2025 27559 110212131 25/26 WEAPONWARE $546.25 CONSUMMO TECHNOLOGIES, INC. Total Check Amount: $546.25 199033 CSUF PHILANTHROPIC FOUNDATION 09/12/2025 31753 960000000 ACCT#30580 OCCMA-CMFP $10,000.00 CSUF PHILANTHROPIC FOUNDATION Total Check Amount: $10,000.00 199034 DENNIS GRUBB & ASSOCIATES 09/12/2025 32461 110000000 PLAN CHECK SVCS AUG25 ($122.00) 09/12/2025 32461 84022223P PLAN CHECK SVCS AUG25 $2,028.25 DENNIS GRUBB & ASSOCIATES Total Check Amount: $1,906.25 199035 DISPENSING TECHNOLOGY
CORPORATION
09/12/2025 28449 110515121 ASPHALT BAG MIX $3,925.15
DISPENSING TECHNOLOGY CORPORATION Total Check Amount: $3,925.15 199036 SOUTHERN CALIFORNIA EDISON 09/12/2025 3343 110515125 ELECTRICITY AUG 2025 $9,965.97 Sep 11, 2025 1 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
199036 SOUTHERN CALIFORNIA EDISON 09/12/2025 3343 420515131 ELECTRICITY AUG 2025 $148,561.34 09/12/2025 3343 490515151 ELECTRICITY AUG 2025 $16,493.35 09/12/2025 3343 110515121 ELECTRICITY AUG 2025 $24,164.96 09/12/2025 3343 430515123 ELECTRICITY AUG 2025 $24.03
SOUTHERN CALIFORNIA EDISON Total Check Amount: $199,209.65 199037 EMERGENCY AMBULANCE SERVICE 09/12/2025 7757 174222225 BACKUP AMB SVCS AUG25 $6,500.00 09/12/2025 7757 174222225 BACKUP AMB SVCS JUL25 $6,500.00 EMERGENCY AMBULANCE SERVICE Total Check Amount: $13,000.00 199038 EMPLOYMENT DEVELOPMENT DEPT 09/12/2025 7464 110 616106806 090525 PR $100.00 EMPLOYMENT DEVELOPMENT DEPT Total Check Amount: $100.00 199039 FIRE APPARATUS SOLUTIONS 09/12/2025 32076 480515161 LADDER TRUCK REPAIR $5,567.91 FIRE APPARATUS SOLUTIONS Total Check Amount: $5,567.91
199040 FRANCHISE TAX BOARD/ST OF CALIF 09/12/2025 12043 110 111-07068-77 090525PR $450.76 FRANCHISE TAX BOARD/ST OF CALIF Total Check Amount: $450.76 199041 FRONTIER COMMUNICATIONS 09/12/2025 26183 475141471 PHONE SVCS 8/16-9/15 $42.15 FRONTIER COMMUNICATIONS Total Check Amount: $42.15
199042 GENEVIEVE GARCIA 09/12/2025 33682 110000000 REPORT REQUEST REFUND
$3.00
GENEVIEVE GARCIA Total Check Amount: $3.00
199043 GO BUTTON PRODUCTIONS, LLC 09/12/2025 33600 110404541 DESGN & PRODUCTN MGMT
$2,250.00
GO BUTTON PRODUCTIONS, LLC Total Check Amount: $2,250.00 199044 GOLDEN BELL PRODUCTS, INC. 09/12/2025 1411 430515123 SPRAYING MANHOLES $5,184.00 GOLDEN BELL PRODUCTS, INC. Total Check Amount: $5,184.00 199045 GOLDEN METERS SERVICE, INC. 09/12/2025 29449 420515131 METER CHANGE $6,840.00 GOLDEN METERS SERVICE, INC. Total Check Amount: $6,840.00 199046 HHKC DEVELOPMENT INC 09/12/2025 33679 110000000 TRUST ACCOUNT REFUND ($5.40) 09/12/2025 33679 84032323P TRUST ACCOUNT REFUND $5.40
09/12/2025 33679 840000000 TRUST ACCOUNT REFUND $90.00
HHKC DEVELOPMENT INC Total Check Amount: $90.00
199047 LAUREN YOUNG KYUNG KIM 09/12/2025 33596 110404215 HIIT DANCE/ZUMBA $90.00 LAUREN YOUNG KYUNG KIM Total Check Amount: $90.00
199048 KUNCHI LEE 09/12/2025 33245 420 WTR ACCT REFUND $107.27 KUNCHI LEE Total Check Amount: $107.27
199049 CODY LUSBY 09/12/2025 33694 110404541 ONE-TIME HONORARIUM $400.00 CODY LUSBY Total Check Amount: $400.00
199050 PHILIP MCWADE 09/12/2025 33303 110212111 TRAINING MILEAGE $18.62 PHILIP MCWADE Total Check Amount: $18.62
199051 NATIONAL TRAINING CONCEPTS, INC. 09/12/2025 20016 110212111 NTC ACTVE SHTR SEPT25 $550.00 Sep 11, 2025 2 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
NATIONAL TRAINING CONCEPTS, INC. Total Check Amount: $550.00 199052 NDC DESIGN & CONSTRUCTION INC. 09/12/2025 33657 290323215 HOUSING REHAB $17,938.00 NDC DESIGN & CONSTRUCTION INC. Total Check Amount: $17,938.00 199053 NEON ONE - ARTS PEOPLE 09/12/2025 31922 110404542 TICKET FEES JUL 2025 $1,726.72 NEON ONE - ARTS PEOPLE Total Check Amount: $1,726.72
199054 ORACLE AMERICA, INC. 09/12/2025 33166 950000000 INV CORRECTION ($3,549.91) 09/12/2025 33166 951000000 ILJAOC CLD SVCS AUG25 $1,238.64 09/12/2025 33166 951000000 INV CORRECTION $3,549.91
ORACLE AMERICA, INC. Total Check Amount: $1,238.64
199055 ORIGINAL EQUIPMENT AUTO SUPPLY 09/12/2025 32413 480515161 SPARK PLUG $7.79 ORIGINAL EQUIPMENT AUTO SUPPLY Total Check Amount: $7.79 199056 CATHY PAGE 09/12/2025 33706 110000000 REPORT REQUEST REFUND
$3.00
CATHY PAGE Total Check Amount: $3.00
199057 DANIEL PARK 09/12/2025 33699 840000000 BLD-2025-00992 REFUND $104.00 DANIEL PARK Total Check Amount: $104.00
199058 THE PERMIT GUYS 09/12/2025 32729 840000000 TRUST ACCOUNT REFUND $7,750.00 THE PERMIT GUYS Total Check Amount: $7,750.00
199059 PLAY SAFE INSPECTIONS 09/12/2025 33676 110515141 PLAYGROUND INSPECTION $1,365.00 PLAY SAFE INSPECTIONS Total Check Amount: $1,365.00
199060 PREMIUM RV INC. 09/12/2025 11981 480515161 TOILET SEAT $163.11 PREMIUM RV INC. Total Check Amount: $163.11
199061 PUENTE HILLS FORD 09/12/2025 25742 480515161 MOTOR MOUNT $135.60 09/12/2025 25742 480515161 MOTOR MOUNTS $242.28
PUENTE HILLS FORD Total Check Amount: $377.88
199062 SECRETARY OF STATE 09/12/2025 33536 110323212 NOTARY EXAM FEE $20.00 SECRETARY OF STATE Total Check Amount: $20.00
199063 STRAUB DISTRIBUTING COMPANY 09/12/2025 14041 110404421 CREDIT ($3,213.62) 09/12/2025 14041 110404421 BREAFEST25 BEER $3,366.63
STRAUB DISTRIBUTING COMPANY Total Check Amount: $153.01 199064 T-MOBILE 09/12/2025 25275 234212143 PHONE SVCS 7/21-8/20 $801.93 T-MOBILE Total Check Amount: $801.93
199065 TURNOUT MAINTENANCE COMPANY,
LLC
09/12/2025 19898 110222211 TURNOUT MAINTENANCE $337.14
TURNOUT MAINTENANCE COMPANY, LLC Total Check Amount: $337.14 199066 UNIFIRST CORPORATION 09/12/2025 27988 110212121 PD LAUNDRY SVCS 8/25 $24.88 09/12/2025 27988 110212121 PD LAUNDRY SVCS 8/11 $24.88
09/12/2025 27988 110212121 PD LAUNDRY SVCS 8/18 $24.88
09/12/2025 27988 110212121 PD LAUNDRY SVCS 8/4 $24.88
Sep 11, 2025 3 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
UNIFIRST CORPORATION Total Check Amount: $99.52
199067 UNITED RENTALS NORTHWEST, INC. 09/12/2025 7051 110515121 CONCRETE SLURRY MIXER $319.70 UNITED RENTALS NORTHWEST, INC. Total Check Amount: $319.70 199068 URBAN GRAFFITI ENTERPRISES INC. 09/12/2025 4352 110515121 GRAFFITIREMOVAL JUL25 $2,450.00 09/12/2025 4352 110515121 GRAFFITIREMOVAL MAY25 $2,450.00 09/12/2025 4352 110515121 GRAFFITIREMOVAL JUN25 $2,450.00 URBAN GRAFFITI ENTERPRISES INC. Total Check Amount: $7,350.00 199069 VERITIV OPERATING COMPANY 09/12/2025 26806 110141441 PAPER $1,868.39 VERITIV OPERATING COMPANY Total Check Amount: $1,868.39 199071 VERIZON WIRELESS 09/12/2025 21122 110141411 6121661860 723-822 AS $20.02 09/12/2025 21122 110141441 6121661860 723-822 AS $38.83 09/12/2025 21122 110323231 6121661863 723-822 CD $38.83 09/12/2025 21122 110323241 6121661863 723-822 CD $77.66 09/12/2025 21122 110404311 6121661866 723-822 CS $1,088.42 09/12/2025 21122 174222225 6121661860 723-822 AS $316.63 09/12/2025 21122 234212143 6121661864 723-822 IT $136.54 09/12/2025 21122 420515131 6121661865 723-822 PW $825.35 09/12/2025 21122 460141474 6121661864 723-822 IT $38.83 09/12/2025 21122 460141474 PREV BILL CORRECTION ($300.13) 09/12/2025 21122 110141481 6121661860 723-822 AS $155.32 09/12/2025 21122 110212121 6121661867 723-822 PD $5,495.31 09/12/2025 21122 110323212 6121661863 723-822 CD $77.66 09/12/2025 21122 110404311 6121661860 723-822 AS $38.83 09/12/2025 21122 110404525 6121661860 723-822 AS $38.83 09/12/2025 21122 110515125 6121661865 723-822 PW $11.65 09/12/2025 21122 174222222 6121661868 723-822 FR $789.11 09/12/2025 21122 440515122 6121661865 723-822 PW $77.66 09/12/2025 21122 960000000 6121661860 723-822 AS $38.83 09/12/2025 21122 110141424 6121661860 723-822 AS $38.83 09/12/2025 21122 110141431 6121661860 723-822 AS $20.02 09/12/2025 21122 110222223 6121661868 723-822 FR $1,968.04 09/12/2025 21122 110323243 6121661863 723-822 CD $38.83 09/12/2025 21122 110515141 6121661865 723-822 PW $58.85 09/12/2025 21122 110515171 6121661865 723-822 PW $116.49 09/12/2025 21122 430515123 6121661865 723-822 PW $588.77 09/12/2025 21122 475141471 6121661864 723-822 IT $392.67 09/12/2025 21122 110111143 6121661862 723-822 CM $77.66 Sep 11, 2025 4 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
199071 VERIZON WIRELESS 09/12/2025 21122 110111151 6121661862 723-822 CM $129.62 09/12/2025 21122 110111161 6121661862 723-822 CM $75.24 09/12/2025 21122 110222223 PREV BILL CORRECTION $33,830.48 09/12/2025 21122 110515171 6121661863 723-822 CD $38.83 09/12/2025 21122 174222222 PREV BILL CORRECTION $18,003.72 09/12/2025 21122 410515124 6121661865 723-822 PW $158.86 09/12/2025 21122 420141421 6121661860 723-822 AS $120.03 09/12/2025 21122 475141471 PREV BILL CORRECTION ($51,534.07) VERIZON WIRELESS Total Check Amount: $13,127.05
199072 WITTMAN ENTERPRISES, LLC 09/12/2025 33176 174222225 MONTHLY FEE JUL25 $15.90 09/12/2025 33176 174222225 TRANSACTION FEE JUL25 $5.41
09/12/2025 33176 174222225 BILLING SVCS JUL25 $12,287.36 WITTMAN ENTERPRISES, LLC Total Check Amount: $12,308.67 199073 XEROX CORPORATION 09/12/2025 3349 110141441 B91 FIERY JUL25 $203.73 09/12/2025 3349 110141441 AGREEMENT#7 008R12941 $175.45 09/12/2025 3349 110141441 PRIMELINK 7/21-8/21 $1,318.85 09/12/2025 3349 110141441 PRINT CHGS 7/21-8/21 $1,348.33 09/12/2025 3349 110141441 VR280 PRESS AUG25 $840.80
09/12/2025 3349 110141441 VR280STND JULY 2025 $478.41
XEROX CORPORATION Total Check Amount: $4,365.57
199074 YORBA REGIONAL ANIMAL HOSPITAL 09/12/2025 18528 110212121 K9 EXAM KODIAK $136.61 YORBA REGIONAL ANIMAL HOSPITAL Total Check Amount: $136.61 199075 JOANNE YUAN 09/12/2025 33708 110404542 PAYOUT $1,500.00 JOANNE YUAN Total Check Amount: $1,500.00
Check Subtotal $356,753.19
V60373 ADMINISTRATIVE & PROF 09/12/2025 3344 110 4010 APEA MEMB 090525 $540.00 ADMINISTRATIVE & PROF Total Check Amount: $540.00
V60374 THE ADVANTAGE GROUP 09/12/2025 24539 110 808B FSADEPCAR 090525 $2,755.43 09/12/2025 24539 110 808C FSA URMED 090525 $5,073.11
THE ADVANTAGE GROUP Total Check Amount: $7,828.54
V60375 ANNA CHAVEZ AGUSTIN 09/12/2025 31862 110404215 HIIT DANCE/ZUMBA $576.00 ANNA CHAVEZ AGUSTIN Total Check Amount: $576.00
V60376 LARRY ALANIS 09/12/2025 32661 110404424 UMPIRE FEES 08/25/25 $111.00 LARRY ALANIS Total Check Amount: $111.00
V60377 JUDY ALLEN 09/12/2025 20447 110404215 PERSONAL TRAINER $168.60 09/12/2025 20447 110404215 BODY PUMP/MAT PILATES $544.00 JUDY ALLEN Total Check Amount: $712.60
Sep 11, 2025 5 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60378 ALTA LANGUAGE SERVICES, INC 09/12/2025 25953 110141481 BILINGL TEST 8/5&8/28 $174.00 ALTA LANGUAGE SERVICES, INC Total Check Amount: $174.00 V60379 AMERICAN ARBITRATION ASSOCIATION 09/12/2025 33658 110141481 BILL LINE #14364573 $7,000.00 AMERICAN ARBITRATION ASSOCIATION Total Check Amount: $7,000.00 V60380 ALEXANDER AVILA JR 09/12/2025 33154 110212111 TRAINING MILEAGE $18.62 ALEXANDER AVILA JR Total Check Amount: $18.62
V60381 BADGE FRAME, INC. 09/12/2025 24424 110 NAME PLATES S.TAX ($3.57) 09/12/2025 24424 110212111 NAME PLATES S.TAX $3.57
09/12/2025 24424 110212111 NAME PLATES $56.00
BADGE FRAME, INC. Total Check Amount: $56.00
V60382 ROBYN BAKER 09/12/2025 32891 110404215 PERSONAL TRAINER $1,315.20 09/12/2025 32891 110404215 CYCLE $96.00
ROBYN BAKER Total Check Amount: $1,411.20
V60383 RICARDO BAUTISTA 09/12/2025 33134 110212111 TRAINING REIMB $149.40 09/12/2025 33134 110212111 TRAINING MILEAGE $12.74
RICARDO BAUTISTA Total Check Amount: $162.14
V60384 BEGINNERS EDGE SPORTS TRAINING,
LLC
09/12/2025 33663 110404145 SOCCER/BSKTBALL/TRACK $1,824.00 BEGINNERS EDGE SPORTS TRAINING, LLC Total Check Amount: $1,824.00 V60385 BPSEA MEMORIAL FOUNDATION 09/12/2025 14990 110 4050 MEMORIAL 090525 $95.50 BPSEA MEMORIAL FOUNDATION Total Check Amount: $95.50
V60386 BREA CITY EMPLOYEES ASSOCIATION 09/12/2025 3236 110 4005 BCEA MEMB 090525 $804.00 BREA CITY EMPLOYEES ASSOCIATION Total Check Amount: $804.00 V60387 BREA FIREFIGHTERS ASSOCIATION 09/12/2025 3237 110 4016 ASSOCMEMB 090525 $4,094.25 BREA FIREFIGHTERS ASSOCIATION Total Check Amount: $4,094.25 V60388 BREA POLICE ASSOCIATION 09/12/2025 3769 110 4031 BPA MEMB 090525 $3.50 09/12/2025 3769 110 4030 BPA REG 090525 $4,375.00
BREA POLICE ASSOCIATION Total Check Amount: $4,378.50
V60389 BREA POLICE ATHLETIC LEAGUE 09/12/2025 1068 110 5010 B.P.A.L. 090525 $122.50 BREA POLICE ATHLETIC LEAGUE Total Check Amount: $122.50 V60390 BREA POLICE MANAGEMENT
ASSOCIATION
09/12/2025 21189 110 4020 PMA MEMB 090525 $162.50
09/12/2025 21189 110 4019 LDF MEMB 090525 $57.00
BREA POLICE MANAGEMENT ASSOCIATION Total Check Amount: $219.50 V60391 OMAR F. BRIOSO 09/12/2025 15737 110212132 REIMB FOR PIZZA $90.55 OMAR F. BRIOSO Total Check Amount: $90.55
V60392 MARIA ELENA CABRERA 09/12/2025 32813 110404215 ZUMBA $160.00 MARIA ELENA CABRERA Total Check Amount: $160.00
V60393 JUSTINE GINA CHEVALIER 09/12/2025 32521 110212111 TRAINING MILEAGE $245.82 JUSTINE GINA CHEVALIER Total Check Amount: $245.82
Sep 11, 2025 6 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60394 COLONIAL LIFE PROCESSING CENTER 09/12/2025 26071 110 HOSPITAL INS AUG25 $735.96 09/12/2025 26071 110 ACCIDENT INS AUG25 $4,632.88
09/12/2025 26071 110 CANCER INS AUG25 $3,314.76
09/12/2025 26071 110 CRIT ILLNSS INS AUG25 $1,412.02
09/12/2025 26071 110 S/T DISAB INS AUG25 $9,505.58
COLONIAL LIFE PROCESSING CENTER Total Check Amount: $19,601.20 V60395 DIEGO MIGUEL CORONEL 09/12/2025 33653 110404215 PERSONAL TRAINER $283.20 09/12/2025 33653 110404215 TRX $60.00
DIEGO MIGUEL CORONEL Total Check Amount: $343.20
V60396 DARTCO TRANSMISSION SALES 09/12/2025 17719 480515161 TRANSMISSION REPAIR $13,320.01 DARTCO TRANSMISSION SALES Total Check Amount: $13,320.01 V60397 DENALYN DAVID 09/12/2025 31642 110404215 YOGA $256.00 DENALYN DAVID Total Check Amount: $256.00
V60398 DELTA DENTAL INSURANCE COMPANY 09/12/2025 26074 110 79395 DELTAHMO SEPT25 $2,024.08 DELTA DENTAL INSURANCE COMPANY Total Check Amount: $2,024.08 V60399 MYRA DUVALL 09/12/2025 18083 110404215 YOGA $384.00 MYRA DUVALL Total Check Amount: $384.00
V60400 EAN SERVICES, LLC 09/12/2025 26450 110222221 RENTAL CAR 8/5-8/27 $2,211.83 EAN SERVICES, LLC Total Check Amount: $2,211.83
V60401 EQUIPMENT DIRECT INC 09/12/2025 4522 110515121 SAFETY GEAR $196.86 EQUIPMENT DIRECT INC Total Check Amount: $196.86
V60402 EWING IRRIGATION PRODUCTS, INC. 09/12/2025 5807 110515125 IRRIGATION PARTS $66.78 EWING IRRIGATION PRODUCTS, INC. Total Check Amount: $66.78 V60403 EXPENSE REDUCTION ANALYSTS, INC 09/12/2025 33264 430515123 AUGUST 2025 REPORT $366.00 09/12/2025 33264 430515171 AUGUST 2025 REPORT $392.00
09/12/2025 33264 420515131 AUGUST 2025 REPORT $4,101.00 09/12/2025 33264 420515171 AUGUST 2025 REPORT $61.00
09/12/2025 33264 110515111 AUGUST 2025 REPORT $2,465.00 09/12/2025 33264 110515141 AUGUST 2025 REPORT $606.00
09/12/2025 33264 110515144 AUGUST 2025 REPORT $329.00
EXPENSE REDUCTION ANALYSTS, INC Total Check Amount: $8,320.00 V60404 ALYSSA RAE FELIPE 09/12/2025 32809 110404215 TRX $224.00 09/12/2025 32809 110404215 PERSONAL TRAINER $937.50
ALYSSA RAE FELIPE Total Check Amount: $1,161.50
V60405 FIDELITY SECURITY LIFE INSURANCE 09/12/2025 23035 110 9827288 VISION SEPT25 $3,045.88 FIDELITY SECURITY LIFE INSURANCE Total Check Amount: $3,045.88 V60406 MELISSA GIFFORD 09/12/2025 10645 110404215 TRX $224.00 MELISSA GIFFORD Total Check Amount: $224.00
Sep 11, 2025 7 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60407 MARY M. GRAHAM 09/12/2025 31478 110404215 ROLL & RELEASE/YOGA $256.00 MARY M. GRAHAM Total Check Amount: $256.00
V60408 GUARANTEED JANITORIAL SERVICES,
INC
09/12/2025 28695 110515125 JAN SVC BNZA DAYS 25 $3,634.40 GUARANTEED JANITORIAL SERVICES, INC Total Check Amount: $3,634.40 V60409 GABRIEL HANNAH 09/12/2025 17533 110404424 UMPIRE FEES 8/25/25 $111.00 GABRIEL HANNAH Total Check Amount: $111.00
V60410 HITECH SOFTWARE INC 09/12/2025 19937 110515125 CARCOUNT SYST MNT AUG $1,452.00 09/12/2025 19937 110515125 CARCOUNT SYST MNT JUL $1,452.00 HITECH SOFTWARE INC Total Check Amount: $2,904.00
V60411 INLAND ROUNDBALL OFFICIALS INC. 09/12/2025 31906 110404424 REFEREE FEES 8/28-9/2 $640.00 09/12/2025 31906 110404424 UMPIRE FEES 0821-0826 $1,480.00 INLAND ROUNDBALL OFFICIALS INC. Total Check Amount: $2,120.00 V60412 INTERWEST CONSULTING GROUP, INC. 09/12/2025 28473 510707470 PM SVCS JUL25 $1,290.00 09/12/2025 28473 84051517P PLAN CHECK SVCS APR25 $1,224.00 INTERWEST CONSULTING GROUP, INC. Total Check Amount: $2,514.00 V60413 SARA JACKSON 09/12/2025 31840 110404215 BODY PUMP $544.00 SARA JACKSON Total Check Amount: $544.00
V60414 JACKSON'S AUTO SUPPLY/NAPA 09/12/2025 32626 480515161 AUTO SUPPLIES AUG25 $4,694.32 09/12/2025 32626 480515161 JUL2025 ADJ $0.00
JACKSON'S AUTO SUPPLY/NAPA Total Check Amount: $4,694.32 V60415 PAMELA JOHNSTON 09/12/2025 28025 110404215 CRCT TRNG/HIIT DNC/SS $416.00 PAMELA JOHNSTON Total Check Amount: $416.00
V60416 K PRO STONE CARE 09/12/2025 20535 110515143 CIVIC CNTR CLEANING 2ND F
$1,500.00
K PRO STONE CARE Total Check Amount: $1,500.00
V60417 KRISTI L KANEL 09/12/2025 22868 110404215 LOW IMPACT/SS/ZUMBA $448.00 KRISTI L KANEL Total Check Amount: $448.00
V60418 KELLY SPICERS STORES 09/12/2025 31267 110141441 PAPER $179.85 KELLY SPICERS STORES Total Check Amount: $179.85
V60419 PAMELA KIM 09/12/2025 33544 110404215 YOGA $90.00 PAMELA KIM Total Check Amount: $90.00
V60420 DOLLY LAI 09/12/2025 18084 110404215 YOGA $64.00 DOLLY LAI Total Check Amount: $64.00
V60421 BERRY LIANG 09/12/2025 25640 110404215 CYCLE $160.00 09/12/2025 25640 110404215 PERSONAL TRAINER $188.70
BERRY LIANG Total Check Amount: $348.70
V60422 LIFE-ASSIST, INC. 09/12/2025 10530 174222225 PM SUPPLIES FS2 $1,118.64 LIFE-ASSIST, INC. Total Check Amount: $1,118.64
Sep 11, 2025 8 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60423 TANYA LOSCUTOFF 09/12/2025 22092 110404215 PERSONAL TRAINER $1,048.00 09/12/2025 22092 110404215 SUPER SCULPT $128.00
TANYA LOSCUTOFF Total Check Amount: $1,176.00
V60424 ANDREA MCGRANAHAN 09/12/2025 26046 110404215 BRRE/CYCLE/LI/S&S/TRX $1,120.00 ANDREA MCGRANAHAN Total Check Amount: $1,120.00
V60425 MINNESOTA LIFE INSURANCE COMPANY 09/12/2025 30640 110 34730 LIFE INS SEPT25 $7,054.05 MINNESOTA LIFE INSURANCE COMPANY Total Check Amount: $7,054.05 V60426 CAITLIN MOHNEY 09/12/2025 29108 110404521 YOGA JULY 2025 $150.00 09/12/2025 29108 110404521 YOGA AUGUST 2025 $120.00
CAITLIN MOHNEY Total Check Amount: $270.00
V60427 JENNIFER MONZON-SCROFINI 09/12/2025 20158 110404215 FUNC.STRENGTH/HIIT $224.00 JENNIFER MONZON-SCROFINI Total Check Amount: $224.00
V60428 NATASHA MOORE 09/12/2025 10711 110404215 BODY PUMP $160.00 NATASHA MOORE Total Check Amount: $160.00
V60429 MUNICIPAL WATER DISTRICT 09/12/2025 3784 420515131 FY26 METER ACCRCY TST $11,146.00 09/12/2025 3784 420515131 SUSPECTED LEAK SURVEY $651.00 09/12/2025 3784 420515131 WTR LOSS CNTRL-E SRCE $5,660.00 MUNICIPAL WATER DISTRICT Total Check Amount: $17,457.00 V60430 MYERS AND SONS 09/12/2025 21624 480515161 ARROWBOARD REPAIR $5,887.17 09/12/2025 21624 110515121 BATHROOM SIGNS $185.66
09/12/2025 21624 110515121 TOW AWAY SIGNS $184.88
MYERS AND SONS Total Check Amount: $6,257.71
V60431 MIGUEL OJEDA 09/12/2025 25161 110212111 TRAINING MILEAGE $38.22 MIGUEL OJEDA Total Check Amount: $38.22
V60432 ORANGE COUNTY KARATE CENTER LLC 09/12/2025 31160 110404145 KARATE $20.00 ORANGE COUNTY KARATE CENTER LLC Total Check Amount: $20.00 V60433 DAVID K. ORTEGA 09/12/2025 33153 110212111 TRAINING REIMB $122.34 09/12/2025 33153 110212111 TRAINING MILEAGE $1.40
DAVID K. ORTEGA Total Check Amount: $123.74
V60434 IRACEMA PERDOMO 09/12/2025 14135 110404215 CYCLE $160.00 IRACEMA PERDOMO Total Check Amount: $160.00
V60435 PREMIER FIRST RESPONDER PSYCH
SVCS
09/12/2025 29540 110212111 THERAPY $150.00
PREMIER FIRST RESPONDER PSYCH SVCS Total Check Amount: $150.00 V60436 PRIME SYSTEMS INDUSTRIAL
AUTOMATION
09/12/2025 27059 420515131 SCADA MAINT $4,866.65
PRIME SYSTEMS INDUSTRIAL AUTOMATION Total Check Amount: $4,866.65 V60437 KATHERINE A. PROHOROFF 09/12/2025 32414 110404215 BODY PUMP $30.00 KATHERINE A. PROHOROFF Total Check Amount: $30.00
Sep 11, 2025 9 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60438 KAYLA RABJOHNS 09/12/2025 28472 110404215 CIRCUIT TRNG $64.00 KAYLA RABJOHNS Total Check Amount: $64.00
V60439 RICHARDS, WATSON & GERSHON 09/12/2025 8978 110111112 0197 PITCHS MTN JUN25 $88.00 09/12/2025 8978 480515161 0202 SCHWRZ/DEF JUN25 $7,791.60 09/12/2025 8978 510707609 GEN LGL SVCS JUN25 $19.00
09/12/2025 8978 110111112 GEN LGL SVCS JUN25 $8,016.05
09/12/2025 8978 510707334 GEN LGL SVCS JUN25 $38.00
09/12/2025 8978 510707470 GEN LGL SVCS JUN25 $1,121.00
09/12/2025 8978 840141412 0116 REIMB WORK JUN25 $25,802.50 09/12/2025 8978 840141412 GEN LGL SVCS JUN25 $817.00
09/12/2025 8978 280323215 GEN LGL SVCS JUN25 $38.00
09/12/2025 8978 420515131 GEN LGL SVCS JUN25 $19.00
09/12/2025 8978 510707322 0203 SCE/WILLIAMS JUN $4,840.00 RICHARDS, WATSON & GERSHON Total Check Amount: $48,590.15 V60440 ROLLINS, INC DBA ORKIN, LLC. 09/12/2025 30616 110515125 PEST CONTROL AUG 2025 $339.15 09/12/2025 30616 110515141 PEST CONTROL AUG 2025 $239.40 09/12/2025 30616 420515131 PEST CONTROL AUG 2025 $179.55 09/12/2025 30616 490515151 PEST CONTROL AUG 2025 $1,236.90 ROLLINS, INC DBA ORKIN, LLC. Total Check Amount: $1,995.00 V60441 SC FUELS 09/12/2025 16654 480515161 UNL ETH 2948 GALS $11,070.49 SC FUELS Total Check Amount: $11,070.49
V60442 SHAMBHALA MARTIAL ARTS INC 09/12/2025 28430 110404145 TAE KWON DO $50.00 SHAMBHALA MARTIAL ARTS INC Total Check Amount: $50.00
V60443 ISMAEL O SILVA 09/12/2025 24370 110404215 ZUMBA $96.00 ISMAEL O SILVA Total Check Amount: $96.00
V60444 SITEONE LANDSCAPE SUPPLY, LLC 09/12/2025 25942 110515125 BRASS VALVE MATERIAL $472.86 SITEONE LANDSCAPE SUPPLY, LLC Total Check Amount: $472.86 V60445 SOOTHING ESCAPE MASSAGE LLC 09/12/2025 31650 110404215 KINSTRETCH/SOUND BATH $310.00 SOOTHING ESCAPE MASSAGE LLC Total Check Amount: $310.00 V60446 SPECTRUM GAS PRODUCTS, INC. 09/12/2025 16060 174222222 OXYGEN/HYDROTEST $252.55 09/12/2025 16060 110222221 OXYGEN CYL RENTAL $57.00
SPECTRUM GAS PRODUCTS, INC. Total Check Amount: $309.55 V60447 STEVE A. FILARSKY, ATTORNEY-AT-LAW 09/12/2025 31186 110141481 PROF LEGAL SVCS AUG25 $21,777.04 STEVE A. FILARSKY, ATTORNEY-AT-LAW Total Check Amount: $21,777.04 V60448 SUPERCO SPEC PROD/MOMAR, INC. 09/12/2025 16084 110515121 GRAFFITI REMOVER $2,481.88 SUPERCO SPEC PROD/MOMAR, INC. Total Check Amount: $2,481.88 V60449 SUPERIOR ALARM SYSTEMS 09/12/2025 11074 490515151 BCC ALARM REPAIR $436.79 SUPERIOR ALARM SYSTEMS Total Check Amount: $436.79
Sep 11, 2025 10 of 11 12:14:30 AM
City Disbursement Register
Between Sep 8, 2025 12:00 AM and Sep 12, 2025 11:59 PM
Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60450 TOWNSEND PUBLIC AFFAIRS, INC. 09/12/2025 18881 430111145 CONULTING SVCS SEP25 $1,750.00 09/12/2025 18881 110111145 CONSULTING SVCS SEP25 $1,750.00 09/12/2025 18881 420111145 COSULTING SVCS SEP25 $1,750.00 09/12/2025 18881 410111145 CONSULTING SVCS SEP25 $1,750.00 TOWNSEND PUBLIC AFFAIRS, INC. Total Check Amount: $7,000.00 V60451 LETICIA TRUJILLO 09/12/2025 22054 110404215 BODY PUMP $90.00 LETICIA TRUJILLO Total Check Amount: $90.00
V60452 TUMBLE-N-KIDS INC. 09/12/2025 32167 110404145 GYMNASTICS $1,290.00 TUMBLE-N-KIDS INC. Total Check Amount: $1,290.00
V60453 EDEN TURNER 09/12/2025 21951 110404215 BODY PUMP $128.00 EDEN TURNER Total Check Amount: $128.00
V60454 NATASHA UMRIGAR-MOLLA 09/12/2025 32097 110404215 YOGA $128.00 NATASHA UMRIGAR-MOLLA Total Check Amount: $128.00
V60455 WEST GROVE VOLLEYBALL, LLC 09/12/2025 32196 110404145 VOLLEYBALL $264.00 WEST GROVE VOLLEYBALL, LLC Total Check Amount: $264.00
V60456 WESTERN GOLF PROPERTIES, LLC 09/12/2025 29071 465000000 BREA CREEK S/TX AUG25 $1,249.31 09/12/2025 29071 465515149 BIRCH HLLS MGMT AUG25 $160,054.00 09/12/2025 29071 465515149 BREA CREEK CGS AUG25 $9,684.49 09/12/2025 29071 465515149 BREA CREEK MGMT AUG25 $65,738.00 09/12/2025 29071 465000000 BIRCH HLLS S/TX AUG25 $4,276.81 09/12/2025 29071 465000000 BIRCH HLLS TIPS AUG25 $6,109.92 09/12/2025 29071 465515149 BIRCH HILLS CGS AUG25 $23,751.67 WESTERN GOLF PROPERTIES, LLC Total Check Amount: $270,864.20 V60457 REBECCA YOUNT 09/12/2025 31473 110404215 SILVER SNEAKERS $259.00 REBECCA YOUNT Total Check Amount: $259.00
Voucher Subtotal $509,507.30
TOTAL $866,260.49
Sep 11, 2025 11 of 11 12:14:30 AM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
199076 ALL AMERICAN ASPHALT 09/19/2025 1571 510707329 PP#1-BIRCH ST JUL25 $1,191,998.79 ALL AMERICAN ASPHALT Total Check Amount: $1,191,998.79
199077 ALLPROMOTION 09/19/2025 33603 110212111 NON-SWORN UNIFORM $185.33 ALLPROMOTION Total Check Amount: $185.33
199078 MICHAEL BELMARES 09/19/2025 33711 110 REFUND ACCT BALANCE $30.00 MICHAEL BELMARES Total Check Amount: $30.00
199079 CELLEBRITE USA CORP. 09/19/2025 22268 110212121 25/26 INSEYETS SUBSCR $22,052.98 CELLEBRITE USA CORP. Total Check Amount: $22,052.98
199080 CHARTER COMMUNICATIONS 09/19/2025 29127 110111151 CABLE CHGS SEPT/OCT25 $64.98 09/19/2025 29127 110111161 CABLE CHGS SEPT/OCT25 $42.87 09/19/2025 29127 110141481 CABLE CHGS SEPT/OCT25 $42.87 09/19/2025 29127 110404311 CABLE CHGS SEPT/OCT25 $42.87 09/19/2025 29127 110404521 CABLE CHGS SEPT/OCT25 $119.99 09/19/2025 29127 110111153 MGMT CHANNEL SEPT25 $992.14
09/19/2025 29127 110212111 CABLE CHGS SEPT/OCT25 $349.26 09/19/2025 29127 110111143 CABLE CHGS SEPT/OCT25 $42.87 09/19/2025 29127 110323212 CABLE CHGS SEPT/OCT25 $87.11 09/19/2025 29127 110404211 CABLE CHGS SEPT/OCT25 $303.06 09/19/2025 29127 420515131 CABLE CHGS SEPT/OCT25 $236.62 09/19/2025 29127 490515151 CABLE CHGS SEPT/OCT25 $42.87 09/19/2025 29127 110222211 CABLE CHGS SEPT/OCT25 $109.23 CHARTER COMMUNICATIONS Total Check Amount: $2,476.74
199081 COMMERCIAL AQUATIC SERVICES, INC. 09/19/2025 25513 110404422 BULK CHEMS $550.84 COMMERCIAL AQUATIC SERVICES, INC. Total Check Amount: $550.84 199082 COUNTY OF ORANGE 09/19/2025 4799 110212122 PRKNG CITATIONS AUG25 $5,258.00 COUNTY OF ORANGE Total Check Amount: $5,258.00
199083 COUNTY OF ORANGE 09/19/2025 4799 172212133 800HZBACKBONE 2526 Q1 $49,261.72 COUNTY OF ORANGE Total Check Amount: $49,261.72
199084 CT&T CONCRETE PAVING, INC. 09/19/2025 28593 110515127 ACCESSBL PRKNG STALLS $70,472.98 CT&T CONCRETE PAVING, INC. Total Check Amount: $70,472.98 199085 DE NOVO PLANNING GROUP 09/19/2025 32750 120323231 PROF SVCS THRU 9/2 $27,029.95 DE NOVO PLANNING GROUP Total Check Amount: $27,029.95
199086 DELTA T HVAC, INC. 09/19/2025 28265 490515151 AC REPAIRS $4,150.00 DELTA T HVAC, INC. Total Check Amount: $4,150.00
199087 SOUTHERN CALIFORNIA EDISON 09/19/2025 3343 110515121 ELECTRICITY AUG 2025 $2,662.13 09/19/2025 3343 341515112 ELECTRICITY AUG 2025 $114.84
09/19/2025 3343 345515112 ELECTRICITY AUG 2025 $62.16
09/19/2025 3343 346515112 ELECTRICITY AUG 2025 $247.04
Sep 18, 2025 1 of 10 5:38:08 PM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
199087 SOUTHERN CALIFORNIA EDISON 09/19/2025 3343 361515148 ELECTRICITY AUG 2025 $34.00 09/19/2025 3343 343515112 ELECTRICITY AUG 2025 $225.39
09/19/2025 3343 420515131 ELECTRICITY AUG 2025 $8,425.68 09/19/2025 3343 490515151 ELECTRICITY AUG 2025 $92,516.05 09/19/2025 3343 110515143 ELECTRICITY AUG 2025 $99.08
SOUTHERN CALIFORNIA EDISON Total Check Amount: $104,386.37 199088 FRANCIS GERARD BUSA GACAD 09/19/2025 31521 110404542 PAGE2STAGE/OSAGE CTY $850.00 FRANCIS GERARD BUSA GACAD Total Check Amount: $850.00
199089 GALVEZ QUALITY AUTO GLASS 09/19/2025 27010 480515161 WINDOW INSTALL $335.00 GALVEZ QUALITY AUTO GLASS Total Check Amount: $335.00
199090 GMS ELEVATOR SERVICES, INC. 09/19/2025 29109 110515125 ELEVATOR SERVICE $1,110.00 09/19/2025 29109 490515151 ELEVATOR SERVICE $1,345.00
GMS ELEVATOR SERVICES, INC. Total Check Amount: $2,455.00 199091 GMU GEOTECHNICAL, INC 09/19/2025 33712 110515121 PROF SVCS JUL25 $4,110.00 GMU GEOTECHNICAL, INC Total Check Amount: $4,110.00
199092 GOLDEN BELL PRODUCTS, INC. 09/19/2025 1411 430515123 SPRAYING MANHOLES $4,860.00 GOLDEN BELL PRODUCTS, INC. Total Check Amount: $4,860.00 199093 HADRONEX INC. 09/19/2025 29478 430 SMARTCOVER INSTALLATN $26,507.64 HADRONEX INC. Total Check Amount: $26,507.64
199094 INTELLI-TECH 09/19/2025 8774 475141471 SALES TAX $5,766.93 09/19/2025 8774 475141471 HP ELITEBOOK [48] $78,884.00
09/19/2025 8774 475141471 RECYCLING FEE $208.00
INTELLI-TECH Total Check Amount: $84,858.93
199095 JR INNOVATIONS IN REFRIGERATION 09/19/2025 30974 490515151 ICE MACHINE SVC @ FS3 $550.00 JR INNOVATIONS IN REFRIGERATION Total Check Amount: $550.00 199096 LINSCOTT, LAW & GREENSPAN
ENGINEERS
09/19/2025 29408 510707218 TFC ENGG SVCS JUL25 $23,398.00 LINSCOTT, LAW & GREENSPAN ENGINEERS Total Check Amount: $23,398.00 199097 MARIPOSA LANDSCAPES, INC. 09/19/2025 27959 361515148 CITY FAC/TRAILS AUG25 $115.49 09/19/2025 27959 110515143 CITY FAC/TRAILS AUG25 $5,954.32 09/19/2025 27959 110515148 CITY FAC/TRAILS AUG25 $2,120.27 MARIPOSA LANDSCAPES, INC. Total Check Amount: $8,190.08 199098 NATIONWIDE 09/19/2025 20975 110 4436 PET INS AUG 2025 $1,705.90 NATIONWIDE Total Check Amount: $1,705.90
199099 ODP BUSINESS SOLUTIONS, LLC 09/19/2025 31709 110141441 OFFICE SUPPLIES $382.92 ODP BUSINESS SOLUTIONS, LLC Total Check Amount: $382.92 199100 OPTERRA ENERGY SERVICES, LLC 09/19/2025 25707 490515151 SOLAR MONITORING $5,017.00 OPTERRA ENERGY SERVICES, LLC Total Check Amount: $5,017.00 199101 PATRICK'S MUSIC SCHOOL 09/19/2025 31858 110404145 GUITR/PIANO/KEYS/DRUM $829.80 Sep 18, 2025 2 of 10 5:38:08 PM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
PATRICK'S MUSIC SCHOOL Total Check Amount: $829.80
199102 SOUTHSTAR ENGINEERING &
CONSULTING
09/19/2025 32467 510707329 ENGG INSP SVCS AUG25 $70,444.88 SOUTHSTAR ENGINEERING & CONSULTING Total Check Amount: $70,444.88 199103 T.R. HOLLIMAN AND ASSOCIATES, INC. 09/19/2025 33432 420515131 PROF CNSLTNG SVCS8/31 $420.00 T.R. HOLLIMAN AND ASSOCIATES, INC. Total Check Amount: $420.00 199104 TS GOVERNMENT SOLUTIONS, LLC 09/19/2025 28596 110404215 LIFE FITNESS EQPT $754.25 09/19/2025 28596 110404215 SVC CALL 8/28/2025 $190.00
TS GOVERNMENT SOLUTIONS, LLC Total Check Amount: $944.25 199105 VERIZON CONNECT NWF, INC. 09/19/2025 25293 480515161 PW GPS SVC AUG 2025 $1,101.12 VERIZON CONNECT NWF, INC. Total Check Amount: $1,101.12 199106 VERIZON WIRELESS 09/19/2025 21122 234212143 6121661861 7/23-8/22 $1,211.72 VERIZON WIRELESS Total Check Amount: $1,211.72
199107 VOHNE LICHE KENNELS, INC 09/19/2025 33035 110212131 MAINT TRAINING AUG25 $500.00 VOHNE LICHE KENNELS, INC Total Check Amount: $500.00
199108 WESTNET, INC 09/19/2025 24815 172222223 FS3 ALERT SYSTEM MS2 $5,980.28 09/19/2025 24815 172222223 FS2 ALERT SYSTEM MS2 $15,674.83 09/19/2025 24815 172222223 FS2 ALERT SYSTEM MS1 $15,674.83 WESTNET, INC Total Check Amount: $37,329.94
Check Subtotal $1,753,855.88
V60458 ABBA TERMITE & PEST CONTROL 09/19/2025 15614 110515141 BEE HIVE REMOVAL $245.00 ABBA TERMITE & PEST CONTROL Total Check Amount: $245.00 V60459 LARRY ALANIS 09/19/2025 32661 110404424 UMPIRE FEES 9/8/25 $111.00 LARRY ALANIS Total Check Amount: $111.00
V60460 BEGINNERS EDGE SPORTS TRAINING,
LLC
09/19/2025 33663 110404145 ALL-STARS 3-SPORTS $2,109.00 BEGINNERS EDGE SPORTS TRAINING, LLC Total Check Amount: $2,109.00 V60461 BEST LAWN MOWER SERVICE 09/19/2025 16230 480515161 CARBURETOR $443.68 BEST LAWN MOWER SERVICE Total Check Amount: $443.68
V60462 BRAVO ROOFING INC 09/19/2025 28437 490515151 ROOF REPAIR @ MUSEUM $3,840.00 BRAVO ROOFING INC Total Check Amount: $3,840.00
V60463 BREA/ORANGE COUNTY PLUMBING 09/19/2025 3781 490515151 FS2 KITCHEN DRAIN RPR $305.00 BREA/ORANGE COUNTY PLUMBING Total Check Amount: $305.00 V60464 C. WELLS PIPELINE MATERIALS INC 09/19/2025 13055 110515141 CTYHLL BCKFLW RPR KIT $204.73 09/19/2025 13055 420515131 PLUMBING SUPPLIES $22,085.53 C. WELLS PIPELINE MATERIALS INC Total Check Amount: $22,290.26 V60465 CALIFORNIA DOMESTIC WATER CO 09/19/2025 3388 420515131 TOMLNSON ASSMNT AUG25
$6,204.00
09/19/2025 3388 420515131 WTR CONSUMPTION $528,985.06
Sep 18, 2025 3 of 10 5:38:08 PM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60465 CALIFORNIA DOMESTIC WATER CO AUG25
CALIFORNIA DOMESTIC WATER CO Total Check Amount: $535,189.06 V60466 CARRIER CORPORATION 09/19/2025 20023 490515151 CHILLER SERVICE $1,767.97 CARRIER CORPORATION Total Check Amount: $1,767.97
V60467 CHANDLER ASSET MANAGEMENT, INC. 09/19/2025 4375 902009100 INV MGMT SVCS AUG25 $108.31 09/19/2025 4375 930141424 INV MGMT SVCS AUG25 $6,522.12 09/19/2025 4375 875141424 INV MGMT SVCS AUG25 $45.53
CHANDLER ASSET MANAGEMENT, INC. Total Check Amount: $6,675.96 V60468 COMLOCK SECURITY-GROUP 09/19/2025 13625 420515131 LOCKS $252.14 09/19/2025 13625 490515151 DOOR REPAIR $270.00
09/19/2025 13625 490515151 KEYS $330.79
09/19/2025 13625 110515141 KEYS $21.50
09/19/2025 13625 490515151 LOCK SERVICE $581.78
COMLOCK SECURITY-GROUP Total Check Amount: $1,456.21
V60469 CORELOGIC 09/19/2025 25542 280323215 REAL EST LSTING AUG25 $185.00 CORELOGIC Total Check Amount: $185.00
V60470 CSG CONSULTANTS 09/19/2025 25540 110000000 PLAN CHECK SVCS JUL25 $60.00 09/19/2025 25540 84032324P PLAN CHECK SVCS JUL25 $390.00 CSG CONSULTANTS Total Check Amount: $450.00
V60471 DANIELS TIRE SERVICE 09/19/2025 3133 480515161 TIRES $1,317.46 DANIELS TIRE SERVICE Total Check Amount: $1,317.46
V60472 ENTENMANN ROVIN COMPANY 09/19/2025 3457 110222211 BADGE $209.18 ENTENMANN ROVIN COMPANY Total Check Amount: $209.18
V60473 EQUIPMENT DIRECT INC 09/19/2025 4522 430515123 SAFETY GEAR $123.72 EQUIPMENT DIRECT INC Total Check Amount: $123.72
V60474 EWING IRRIGATION PRODUCTS, INC. 09/19/2025 5807 110515141 IRRIGATION SUPPLIES $195.87 EWING IRRIGATION PRODUCTS, INC. Total Check Amount: $195.87 V60475 FIREMASTER 09/19/2025 2398 490515151 ANNUAL HOOD INSP-SC $286.47 FIREMASTER Total Check Amount: $286.47
V60476 GALE SUPPLY COMPANY 09/19/2025 21090 110515141 JANITORIAL SUPPLIES $690.22 GALE SUPPLY COMPANY Total Check Amount: $690.22
V60477 STACY GARCIA 09/19/2025 31680 110212122 MILEAGE AUGUST 2025 $40.18 STACY GARCIA Total Check Amount: $40.18
V60478 GUARANTEED JANITORIAL SERVICES,
INC
09/19/2025 28695 490515151 JUL25 JAN SVCS:SR CTR $2,936.75 09/19/2025 28695 490515151 JUL25 JAN SVCS:PLUNGE $191.83 09/19/2025 28695 490515151 JUL25 DAY PORTERS-BCC $5,403.54 09/19/2025 28695 490515151 JUL25 DAY PORTERS-CCC $5,403.54 09/19/2025 28695 490515151 JUL25 JAN SVCS:P.HALL $1,281.91 Sep 18, 2025 4 of 10 5:38:08 PM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60478 GUARANTEED JANITORIAL SERVICES,
INC
09/19/2025 28695 110515125 JUL25 JAN SVCS: DT $3,086.33 09/19/2025 28695 490515151 JUL25 JAN SVCS: BCC $4,756.75 09/19/2025 28695 490515151 JUL25 JAN SVCS: CCC $10,334.08 09/19/2025 28695 490515151 JUL25 JAN SVCS: YARD $1,390.50 GUARANTEED JANITORIAL SERVICES, INC Total Check Amount: $34,785.23 V60479 GABRIEL HANNAH 09/19/2025 17533 110404424 UMPIRE FEES 9/8/25 $111.00 GABRIEL HANNAH Total Check Amount: $111.00
V60480 HASA, INC. 09/19/2025 31861 110404422 BULK CHEMS $2,169.56 HASA, INC. Total Check Amount: $2,169.56
V60481 HCI SYSTEMS INC 09/19/2025 25112 110515125 FIRE SYSTEM RPR PS1 $4,716.51 HCI SYSTEMS INC Total Check Amount: $4,716.51
V60482 HI SIGN 09/19/2025 4693 110515125 CURFEW SIGNS $394.38 HI SIGN Total Check Amount: $394.38
V60483 INLAND ROUNDBALL OFFICIALS INC. 09/19/2025 31906 110404424 REFEREE FEES 9/4-9/9 $1,480.00 INLAND ROUNDBALL OFFICIALS INC. Total Check Amount: $1,480.00 V60484 INTERWEST CONSULTING GROUP, INC. 09/19/2025 28473 510707251 CIP MGMT SVCS APR25 $1,250.00 09/19/2025 28473 510707251 PM SVCS APR25 $3,250.00
INTERWEST CONSULTING GROUP, INC. Total Check Amount: $4,500.00 V60485 JAMISON ENGINEERING
CONTRACTORS,INC
09/19/2025 15812 430515123 LAFLRSTA LIFTSTN MNT $4,149.45 JAMISON ENGINEERING CONTRACTORS,INC Total Check Amount: $4,149.45 V60486 K PRO STONE CARE 09/19/2025 20535 490515151 GRANITE RRP @ PLAZA $6,000.00 K PRO STONE CARE Total Check Amount: $6,000.00
V60487 KREUZER CONSULTING GROUP 09/19/2025 22072 510707329 PROF ENGG SVCS AUG25 $2,433.00 KREUZER CONSULTING GROUP Total Check Amount: $2,433.00
V60488 LEGAL UPDATES PUBLISHING
COMPANY
09/19/2025 31545 110212111 25/26 LEGAL UPDATES $2,928.00 LEGAL UPDATES PUBLISHING COMPANY Total Check Amount: $2,928.00 V60489 LIBERTY PAINTING & RESTORATION,
INC
09/19/2025 25899 110515141 PLAYGROUND PAINTING $3,000.00 LIBERTY PAINTING & RESTORATION, INC Total Check Amount: $3,000.00 V60490 LIFE-ASSIST, INC. 09/19/2025 10530 174222222 PM SUPPLIES FS3 $341.80 09/19/2025 10530 174222222 PM SUPPLIES FS1 $662.34
09/19/2025 10530 174222222 PM SUPPLIES FS2 $2,985.58
LIFE-ASSIST, INC. Total Check Amount: $3,989.72
V60491 ANALISA MARTINEZ 09/19/2025 33354 110212111 CA CRME&INTLLGNC CONF $364.00 ANALISA MARTINEZ Total Check Amount: $364.00
V60492 MAYTAG SPECIALIST 09/19/2025 21269 490515151 DISHWASHER REPAIR @ FS1
$340.00
09/19/2025 21269 490515151 DISHWASHER SVC @ FS4 $320.00 Sep 18, 2025 5 of 10 5:38:08 PM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
MAYTAG SPECIALIST Total Check Amount: $660.00
V60493 MINER, LTD 09/19/2025 27173 490515151 GATE REPAIR @ FS2 $497.77 09/19/2025 27173 490515151 GATE REPAIR @ FS3 $634.21
09/19/2025 27173 490515151 ROOF HATCH REPAIR $634.21
MINER, LTD Total Check Amount: $1,766.19
V60494 MOTOROLA SOLUTIONS, INC. 09/19/2025 22012 110212141 SW COMM SUB 9/25-8/26 $10,630.00 09/19/2025 22012 234212143 L6Q ANNUAL MNTENANCE $1,456.00 MOTOROLA SOLUTIONS, INC. Total Check Amount: $12,086.00 V60495 MUNICIPAL WATER DISTRICT 09/19/2025 3784 420515131 INSPECTIONS JUL 2025 $2,118.40 MUNICIPAL WATER DISTRICT Total Check Amount: $2,118.40
V60496 PLUMBING WHOLESALE OUTLET, INC. 09/19/2025 18392 360515145 PLUMBING SUPPLIES $294.98 09/19/2025 18392 490515151 ICE MAKER FILTERS $589.77
09/19/2025 18392 420515131 PLUMBING SUPPLIES $115.60
PLUMBING WHOLESALE OUTLET, INC. Total Check Amount: $1,000.35 V60497 PVP COMMUNICATIONS 09/19/2025 25744 110212132 HELMET $1,497.72 PVP COMMUNICATIONS Total Check Amount: $1,497.72
V60498 QUARTECH CORRECTIONS LLC 09/19/2025 29933 950000000 ILJAOC IP SUPP JUL25 $10,600.00 QUARTECH CORRECTIONS LLC Total Check Amount: $10,600.00 V60499 SAN GABRIEL BASIN WATER 09/19/2025 25882 420515131 25/26 PUMP RTS ASSMNT $9,016.32 SAN GABRIEL BASIN WATER Total Check Amount: $9,016.32
V60500 SITEONE LANDSCAPE SUPPLY, LLC 09/19/2025 25942 110515141 IRRIGATION SUPPLIES $403.52 SITEONE LANDSCAPE SUPPLY, LLC Total Check Amount: $403.52 V60501 STAGELIGHT PERFORMING ARTS 09/19/2025 25172 110404145 JAZZ/HIPHOP/TAP/BLLET $198.00 STAGELIGHT PERFORMING ARTS Total Check Amount: $198.00
V60502 STERICYCLE, INC. 09/19/2025 11925 110212122 DOC SHRED JUL25 $197.38 09/19/2025 11925 470141483 DOC SHRED JUL25 $10.66
09/19/2025 11925 110111161 DOC SHRED JUL25 $10.66
STERICYCLE, INC. Total Check Amount: $218.70
V60503 SUPERCO SPEC PROD/MOMAR, INC. 09/19/2025 16084 110515148 REMOVE SOLUTION $610.85 SUPERCO SPEC PROD/MOMAR, INC. Total Check Amount: $610.85 V60504 TENNIS ANYONE ACADEMY 09/19/2025 12688 110404145 TENNIS LESSONS $1,183.50 TENNIS ANYONE ACADEMY Total Check Amount: $1,183.50
V60505 TMK INDUSTRIAL FASTENERS 09/19/2025 20181 420515131 NUTS AND BOLTS $4,684.38 TMK INDUSTRIAL FASTENERS Total Check Amount: $4,684.38
V60506 TROPICAL PLAZA NURSERY, INC 09/19/2025 2062 345515112 IRRIGATION WORK MD5 $507.41 TROPICAL PLAZA NURSERY, INC Total Check Amount: $507.41 V60507 TRUEPOINT SOLUTIONS, LLC 09/19/2025 32694 110323241 NON-PO ADJ ($1,967.64) 09/19/2025 32694 110323241 PO ADJ $1,967.64
Sep 18, 2025 6 of 10 5:38:08 PM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60507 TRUEPOINT SOLUTIONS, LLC 09/19/2025 32694 110323241 ACCELA SUPPORT AUG25 $41.25 TRUEPOINT SOLUTIONS, LLC Total Check Amount: $41.25
V60508 UNDERGROUND SERVICE ALERT/SC 09/19/2025 4537 420515131 DSB WTRDIST 9/1/25 $79.88 09/19/2025 4537 420515131 UGTICKETS SEWER AUG25 $430.00 09/19/2025 4537 420515131 UGTICKETS WATER AUG25 $220.00 09/19/2025 4537 420515131 DSB FEE 9/1/25 $159.75
UNDERGROUND SERVICE ALERT/SC Total Check Amount: $889.63 V60509 UNICORN METALS 09/19/2025 17181 480515161 METAL STOCK $26.10 UNICORN METALS Total Check Amount: $26.10
V60510 US BANK XX0338 CITY MGR 09/19/2025 24704 110141481 CALCARD-MGMTSV-082225 $74.98 09/19/2025 24704 110212111 CALCARD-MGMTSV-082225 $7.00
09/19/2025 24704 110111111 CALCARD-MGMTSV-082225 $237.94 09/19/2025 24704 110111143 CALCARD-MGMTSV-082225 $511.16 09/19/2025 24704 110323212 CALCARD-MGMTSV-082225 $7.00
US BANK XX0338 CITY MGR Total Check Amount: $838.08
V60511 US BANK XX0312 HR 09/19/2025 24776 470141483 CALCARDS-HR 082225 $449.00 09/19/2025 24776 110141481 CALCARDS-HR 082225 $1,189.49 US BANK XX0312 HR Total Check Amount: $1,638.49
V60514 US BANK XX0593 COMM SVC 09/19/2025 24777 110141481 CALCARDSCOMSVC082225 ($114.73) 09/19/2025 24777 110404217 CALCARDSCOMSVC082225 $654.08 09/19/2025 24777 110404311 CALCARDSCOMSVC082225 $3,369.77 09/19/2025 24777 110404211 CALCARDSCOMSVC082225 $565.18 09/19/2025 24777 110404422 CALCARDSCOMSVC082225 $256.00 09/19/2025 24777 110404428 CALCARDSCOMSVC082225 $1,208.79 09/19/2025 24777 110404523 CALCARDSCOMSVC082225 $76.72 09/19/2025 24777 110404154 CALCARDSCOMSVC082225 $161.63 09/19/2025 24777 110404215 CALCARDS-S.TAX 082225 $19.84 09/19/2025 24777 110404224 CALCARDSCOMSVC082225 $196.50 09/19/2025 24777 110404425 CALCARDSCOMSVC082225 $888.24 09/19/2025 24777 110404429 CALCARDSCOMSVC082225 $1,043.52 09/19/2025 24777 110404542 CALCARDSCOMSVC082225 $4,127.71 Sep 18, 2025 7 of 10 5:38:08 PM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60514 US BANK XX0593 COMM SVC 09/19/2025 24777 181404250 CALCARDSCOMSVC082225 $1,034.67 09/19/2025 24777 110 CALCARDS-S.TAX 082225 ($19.84)
09/19/2025 24777 110111143 CALCARDSCOMSVC082225 $38.75 09/19/2025 24777 110404215 CALCARDSCOMSVC082225 $1,660.44 09/19/2025 24777 110404421 CALCARDSCOMSVC082225 $13,971.67 09/19/2025 24777 110404521 CALCARDSCOMSVC082225 $4,226.52 09/19/2025 24777 110404541 CALCARDSCOMSVC082225 $870.37 US BANK XX0593 COMM SVC Total Check Amount: $34,235.83
V60515 US BANK XX0502 COMM & MKTG 09/19/2025 24778 110111143 CALCARDSCOMMKT082225 $76.01 09/19/2025 24778 490515151 CALCARDSCOMMKT082225 $329.24 09/19/2025 24778 110111151 CALCARDSCOMMKT082225 $26.00 09/19/2025 24778 110111152 CALCARDSCOMMKT082225 $574.10 US BANK XX0502 COMM & MKTG Total Check Amount: $1,005.35 V60516 US BANK XX0353 COMM DEV 09/19/2025 24779 110323212 CALCARD COMDEV 082225 $658.19 09/19/2025 24779 110323231 CALCARD COMDEV 082225 $56.00 US BANK XX0353 COMM DEV Total Check Amount: $714.19
V60517 US BANK XX0270 ADMIN SVCS 09/19/2025 24781 110 CALCARDS-ADMIN 082225 $11.98 09/19/2025 24781 110111143 CALCARDS-ADMIN 082225 $79.71 09/19/2025 24781 110141431 CALCARDS-ADMIN 082225 $325.00 09/19/2025 24781 110141441 CALCARDS-ADMIN 082225 $238.39 09/19/2025 24781 110141414 CALCARDS-ADMIN 082225 $100.38 09/19/2025 24781 110111161 CALCARDS-C.CLK 082225 $308.44 09/19/2025 24781 960000000 CALCARDS-AUG
LUNCHEON
$1,270.55
US BANK XX0270 ADMIN SVCS Total Check Amount: $2,334.45 V60518 US BANK XX0650 FIRE 09/19/2025 24782 110222211 CALCARDS-FIRE 082225 $658.83 09/19/2025 24782 110222221 CALCARDS-FIRE 082225 $6,260.55 09/19/2025 24782 110222223 CALCARDS-FIRE 082225 $903.60 09/19/2025 24782 110222223 CALCARDS-S.TAX 082225 $58.53 09/19/2025 24782 174222225 CALCARDS-FIRE 082225 $154.96 09/19/2025 24782 110222231 CALCARDS-FIRE 082225 $2,524.91 09/19/2025 24782 110 CALCARDS-S.TAX 082225 ($58.53)
Sep 18, 2025 8 of 10 5:38:08 PM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60518 US BANK XX0650 FIRE 09/19/2025 24782 110222224 CALCARDS-FIRE 082225 $204.51 09/19/2025 24782 174222222 CALCARDS-FIRE 082225 $279.20 09/19/2025 24782 110 CALCARDS-FIRE 082225 $248.00
US BANK XX0650 FIRE Total Check Amount: $11,234.56
V60519 US BANK XX0346 IT 09/19/2025 24783 110 CALCARDS-IT 072225 ($1,854.96) 09/19/2025 24783 110222223 CALCARDS-IT 082225 $29.98
09/19/2025 24783 110404154 CALCARDS-IT 082225 $236.05
09/19/2025 24783 110222223 CALCARDS-IT 072225 $29.98
09/19/2025 24783 280323215 CALCARDS-IT 072225 $25.00
09/19/2025 24783 280323215 CALCARDS-IT 082225 $25.00
09/19/2025 24783 460141474 CALCARDS-IT 072225 $29.98
09/19/2025 24783 475141471 CALCARDS-IT 072225 $1,770.00 09/19/2025 24783 110515125 CALCARDS-IT 082225 $202.34
09/19/2025 24783 460141474 CALCARDS-IT 082225 $1,076.11 09/19/2025 24783 475141471 CALCARDS-IT 082225 $2,222.12 US BANK XX0346 IT Total Check Amount: $3,791.60
V60521 US BANK XX0221 PW 09/19/2025 24784 110515141 CALCARDS-PW 082225 $1,809.41 09/19/2025 24784 110515144 CALCARDS-PW 082225 $541.33
09/19/2025 24784 360515145 CALCARDS-PW 082225 $425.28
09/19/2025 24784 110515111 CALCARDS-PW 082225 $705.10
09/19/2025 24784 110212121 CALCARDS-PW 082225 $0.85
09/19/2025 24784 110515143 CALCARDS-PW 082225 $542.31
09/19/2025 24784 410515124 CALCARDS-PW 082225 $152.02
09/19/2025 24784 110111143 CALCARDS-PW 082225 $3.96
09/19/2025 24784 110222221 CALCARDS-PW 082225 $81.03
09/19/2025 24784 110515121 CALCARDS-PW 082225 $142.03
09/19/2025 24784 420515131 CALCARDS-PW 082225 $6,815.65 09/19/2025 24784 430515123 CALCARDS-PW 082225 $442.71
09/19/2025 24784 490515151 CALCARDS-PW 082225 $1,604.84 09/19/2025 24784 480515161 CALCARDS-PW 082225 $8,127.65 US BANK XX0221 PW Total Check Amount: $21,394.17
V60523 US BANK XX0544 POLICE 09/19/2025 24785 110212141 CALCARDS-082225 POL $631.37 09/19/2025 24785 110 CALCARDS-082225 POL $164.09
09/19/2025 24785 110212111 CALCARDS-082225 POL $5,496.95 09/19/2025 24785 110212122 CALCARDS-082225 POL $355.26
09/19/2025 24785 110212132 CALCARDS-082225 POL $4,180.35 09/19/2025 24785 110212142 CALCARDS-082225 POL $566.02
Sep 18, 2025 9 of 10 5:38:08 PM
City Disbursement Register
Between Sep 15, 2025 12:00 AM and Sep 19, 2025 11:59 PM Check
#
Vendor Name Check
Date
Vendor
#
Budget Unit Description Amount
V60523 US BANK XX0544 POLICE 09/19/2025 24785 234212143 CALCARDS-082225 POL $102.36 09/19/2025 24785 110141481 CALCARDS-082225 POL $120.09
09/19/2025 24785 110212121 CALCARDS-082225 POL $7,014.18 09/19/2025 24785 110212133 CALCARDS-082225 POL ($200.00) 09/19/2025 24785 110212131 CALCARDS-082225 POL $276.77
09/19/2025 24785 110212134 CALCARDS-082225 POL $404.07
09/19/2025 24785 480515161 CALCARDS-082225 POL $380.63
US BANK XX0544 POLICE Total Check Amount: $19,492.14
V60524 US BANK XX3401 PW- ADMIN 09/19/2025 24786 110515111 CALCARDS PWADM 082225 $89.19 09/19/2025 24786 440515122 CALCARDS PWADM 082225 $132.00 US BANK XX3401 PW- ADMIN Total Check Amount: $221.19
V60525 VIRTUAL PROJECT MANAGER 09/19/2025 23508 510515171 CIP SW BCKUP/ST SEP25 $500.00 VIRTUAL PROJECT MANAGER Total Check Amount: $500.00
V60526 WEST COAST ARBORISTS, INC. 09/19/2025 1556 420515131 RESEVOIR PRUNING $2,206.50 WEST COAST ARBORISTS, INC. Total Check Amount: $2,206.50 V60527 WESTCOAST SHIRTWORKS, INC. 09/19/2025 22572 420515131 PW T-SHIRTS $129.92 WESTCOAST SHIRTWORKS, INC. Total Check Amount: $129.92
V60528 WILLDAN ENGINEERING 09/19/2025 12445 510707251 PROF SVCS THRU 8/1 $2,070.00 WILLDAN ENGINEERING Total Check Amount: $2,070.00
Voucher Subtotal $798,266.88
W26004 U.S. BANK OF CALIFORNIA 09/15/2025 14102 632 SA LAIF CONTRIBUTION $517,000.00 U.S. BANK OF CALIFORNIA Total Check Amount: $517,000.00 Wire Subtotal $517,000.00
TOTAL $3,069,122.76
Sep 18, 2025 10 of 10 5:38:08 PM