Agenda packet — Emeryville City Council, November 18, 2025 (part 4 of 4)

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 58 43 711 121 38 729
Future Volume (vph) 58 43 711 121 38 729
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width 10 10 10 12 9 10
Total Lost time (s) 4.0 4.0 4.2 4.7 4.0 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.95 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1565 1400 1647 1420 1509 1594
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1565 1400 1647 1420 1509 1594
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Flow (vph) 58 43 711 121 38 729
RTOR Reduction (vph) 0 39 0 30 0 0
Lane Group Flow (vph) 58 4 711 91 38 729
Confl. Peds. (#/hr) 24 18
Confl. Bikes (#/hr) 18
Bus Blockages (#/hr) 0 0 0 0 0 8
Turn Type Prot Perm NA Perm Prot NA
Protected Phases 8 2 1 6
Permitted Phases 8 2 2
Actuated Green, G (s) 6.0 6.0 39.0 39.0 3.3 45.8
Effective Green, g (s) 5.5 5.5 39.5 39.0 2.8 46.3
Actuated g/C Ratio 0.09 0.09 0.66 0.65 0.05 0.77
Clearance Time (s) 3.5 3.5 4.7 4.7 3.5 4.7
Vehicle Extension (s) 2.0 2.0 2.5 2.5 2.0 2.5
Lane Grp Cap (vph) 143 128 1084 923 70 1230
v/s Ratio Prot c0.04 c0.43 0.03 c0.46
v/s Ratio Perm 0.00 0.06
v/c Ratio 0.41 0.03 0.66 0.10 0.54 0.59
Uniform Delay, d1 25.7 24.8 6.2 3.9 28.0 2.9
Progression Factor 1.00 1.00 0.79 0.28 0.91 1.50
Incremental Delay, d2 0.7 0.0 2.6 0.2 3.7 1.7
Delay (s) 26.4 24.9 7.5 1.3 29.1 6.0
Level of Service C C A A C A
Approach Delay (s) 25.7 6.6 7.2
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 8.0 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.2 Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
12: Shellmound Street & IKEA Exit 03/15/2024
P.M. Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 6 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 64 73 759 0 0 787
Future Volume (vph) 64 73 759 0 0 787
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width 13 13 10 12 12 9
Total Lost time (s) 5.1 5.1 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1732 1550 1647 1588
Flt Permitted 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1732 1550 1647 1588
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Flow (vph) 64 73 759 0 0 787
RTOR Reduction (vph) 0 65 0 0 0 0
Lane Group Flow (vph) 64 8 759 0 0 787
Confl. Peds. (#/hr) 15
Confl. Bikes (#/hr) 19
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Actuated Green, G (s) 7.2 7.2 43.5 43.5
Effective Green, g (s) 6.7 6.7 44.0 44.0
Actuated g/C Ratio 0.11 0.11 0.73 0.73
Clearance Time (s) 4.6 4.6 4.7 4.7
Vehicle Extension (s) 2.5 2.5 3.0 3.0
Lane Grp Cap (vph) 193 173 1207 1164
v/s Ratio Prot c0.04 0.46 c0.50
v/s Ratio Perm 0.01
v/c Ratio 0.33 0.05 0.63 0.68
Uniform Delay, d1 24.6 23.8 4.0 4.2
Progression Factor 1.00 1.00 1.71 0.84
Incremental Delay, d2 0.7 0.1 1.9 2.7
Delay (s) 25.3 23.9 8.7 6.3
Level of Service C C A A
Approach Delay (s) 24.6 8.7 6.3
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 8.8 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 60.0 Sum of lost time (s) 9.3 Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
13: Shellmound Street & IKEA Entrance 03/15/2024
P.M. Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 7 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 17 18 741 91 87 764
Future Volume (vph) 17 18 741 91 87 764
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width 13 12 10 12 9 10
Total Lost time (s) 4.1 4.1 4.2 3.5 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.99 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1732 1500 1615 1509 1647
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1732 1500 1615 1509 1647
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Flow (vph) 17 18 741 91 87 764
RTOR Reduction (vph) 0 15 2 0 0 0
Lane Group Flow (vph) 17 3 830 0 87 764
Confl. Peds. (#/hr) 2 19
Confl. Bikes (#/hr) 20
Turn Type Prot pt+ov NA Prot NA
Protected Phases 8 8 1 2 1 6
Permitted Phases
Actuated Green, G (s) 8.6 21.6 90.7 9.4 103.1
Effective Green, g (s) 8.1 21.1 91.2 8.9 103.6
Actuated g/C Ratio 0.07 0.18 0.76 0.07 0.86
Clearance Time (s) 3.6 4.7 3.0 4.7
Vehicle Extension (s) 3.6 3.6 2.0 3.6
Lane Grp Cap (vph) 116 263 1227 111 1421
v/s Ratio Prot c0.01 0.00 c0.51 c0.06 0.46
v/s Ratio Perm
v/c Ratio 0.15 0.01 0.68 0.78 0.54
Uniform Delay, d1 52.7 40.8 7.1 54.6 2.1
Progression Factor 1.00 1.00 1.00 1.01 0.61
Incremental Delay, d2 0.7 0.0 3.0 22.5 1.1
Delay (s) 53.4 40.9 10.1 77.5 2.4
Level of Service D D B E A
Approach Delay (s) 47.0 10.1 10.1
Approach LOS D B B
Intersection Summary
HCM 2000 Control Delay 10.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 11.8 Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
9: Shellmound Street & Christie Av 03/15/2024
Weekend Midday Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 107 229 842 71 0 129 0 789 100 0 176 0 Future Volume (vph) 107 229 842 71 0 129 0 789 100 0 176 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 11 10 12 9 12 9 12 12 10 12
Total Lost time (s) 4.6 4.6 4.6 4.6 4.7 4.2 4.5
Lane Util. Factor 0.95 *0.75 1.00 1.00 1.00 1.00 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85 1.00
Flt Protected 0.98 1.00 0.95 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3333 2197 1580 1363 1604 1495 3160
Flt Permitted 0.98 1.00 0.95 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3333 2197 1580 1363 1604 1495 3160
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 107 229 842 71 0 129 0 789 100 0 176 0
RTOR Reduction (vph) 0 0 0 0 0 120 0 0 31 0 0 0
Lane Group Flow (vph) 0 336 842 71 0 9 0 789 69 0 176 0 Confl. Bikes (#/hr) 7 2 2
Turn Type Split NA custom Prot Perm NA Perm NA
Protected Phases 4 4 4 5 3 2 6
Permitted Phases 3 2
Actuated Green, G (s) 33.1 63.1 11.5 11.5 66.5 66.5 36.3 Effective Green, g (s) 32.1 62.1 11.0 11.0 66.0 66.5 35.8 Actuated g/C Ratio 0.21 0.41 0.07 0.07 0.44 0.44 0.24
Clearance Time (s) 3.6 4.1 4.1 4.2 4.2 4.0
Vehicle Extension (s) 2.5 2.5 2.5 3.0 3.0 3.0
Lane Grp Cap (vph) 713 909 115 99 705 662 754
v/s Ratio Prot 0.10 c0.38 c0.04 c0.49 0.06
v/s Ratio Perm 0.01 0.05
v/c Ratio 0.47 0.93 0.62 0.10 1.12 0.10 0.23
Uniform Delay, d1 51.5 41.8 67.5 64.9 42.0 24.4 46.0
Progression Factor 1.00 1.00 1.00 1.00 0.41 0.15 0.74
Incremental Delay, d2 0.4 15.0 8.2 0.3 65.9 0.2 0.7
Delay (s) 51.9 56.7 75.6 65.2 83.3 3.7 34.8
Level of Service D E E E F A C
Approach Delay (s) 55.4 68.9 74.4 34.8
Approach LOS E E E C
Intersection Summary
HCM 2000 Control Delay 61.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.87
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.7 Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
10: Shellmound Street & Ohlone Way & Hotel Entrance 03/15/2024 Weekend Midday Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 4 ends

Movement WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 99 3 119 12 738 126 189 865 35 32 3 11 Future Volume (vph) 99 3 119 12 738 126 189 865 35 32 3 11 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 9 11 12 9 9 11 9 10 12 12 12 12
Total Lost time (s) 4.6 4.6 4.0 4.2 4.2 4.0 4.2 4.7 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.92 1.00 1.00 0.62 0.81 Flpb, ped/bikes 0.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 0.97
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.96 Satd. Flow (prot) 826 1464 1524 1604 1340 1524 1663 940 1347 Flt Permitted 0.73 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.96 Satd. Flow (perm) 632 1464 1524 1604 1340 1524 1663 940 1347 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 99 3 119 12 738 126 189 865 35 32 3 11
RTOR Reduction (vph) 0 101 0 0 0 34 0 0 11 0 44 0
Lane Group Flow (vph) 99 21 0 12 738 92 189 865 24 0 2 0 Confl. Peds. (#/hr) 151 22 121 151
Confl. Bikes (#/hr) 10 1
Turn Type Perm Prot Prot NA Perm Prot NA Perm Prot Prot Protected Phases 8 5 2 1 6 7 7
Permitted Phases 8 2 6
Actuated Green, G (s) 23.2 23.2 3.2 78.5 78.5 25.6 100.9 100.9 6.4 Effective Green, g (s) 23.2 23.2 2.7 79.0 79.0 25.1 101.4 100.9 5.9 Actuated g/C Ratio 0.15 0.15 0.02 0.53 0.53 0.17 0.68 0.67 0.04 Clearance Time (s) 4.6 4.6 3.5 4.7 4.7 3.5 4.7 4.7 3.5
Vehicle Extension (s) 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 2.0 Lane Grp Cap (vph) 97 226 27 844 705 255 1124 632 52
v/s Ratio Prot 0.01 0.01 c0.46 0.12 c0.52 c0.00
v/s Ratio Perm c0.16 0.07 0.03
v/c Ratio 1.02 0.09 0.44 0.87 0.13 0.74 0.77 0.04 0.03
Uniform Delay, d1 63.4 54.4 72.9 31.1 18.0 59.4 16.4 8.2 69.3 Progression Factor 1.00 1.00 0.86 0.63 0.68 0.77 0.51 0.84 1.00 Incremental Delay, d2 97.1 0.1 3.1 9.5 0.3 7.4 3.9 0.1 0.1 Delay (s) 160.5 54.5 65.5 29.2 12.5 53.4 12.2 7.0 69.4
Level of Service F D E C B D B A E
Approach Delay (s) 101.9 27.3 19.2 69.4
Approach LOS F C B E
Intersection Summary
HCM 2000 Control Delay 31.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.8 Intersection Capacity Utilization 81.2% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
11: Shellmound Street & Bay St 03/15/2024
Weekend Midday Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 5 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 99 107 769 177 92 883
Future Volume (vph) 99 107 769 177 92 883
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width 10 10 10 12 9 10
Total Lost time (s) 4.0 4.0 4.2 4.7 4.0 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.93 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1580 1414 1663 1406 1524 1610
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1580 1414 1663 1406 1524 1610
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Flow (vph) 99 107 769 177 92 883
RTOR Reduction (vph) 0 95 0 41 0 0
Lane Group Flow (vph) 99 12 769 136 92 883
Confl. Peds. (#/hr) 41 26
Confl. Bikes (#/hr) 18
Bus Blockages (#/hr) 0 0 0 0 0 8
Turn Type Prot Perm NA Perm Prot NA
Protected Phases 8 2 1 6
Permitted Phases 8 2 2
Actuated Green, G (s) 8.6 8.6 46.6 46.6 8.1 58.2
Effective Green, g (s) 8.1 8.1 47.1 46.6 7.6 58.7
Actuated g/C Ratio 0.11 0.11 0.63 0.62 0.10 0.78
Clearance Time (s) 3.5 3.5 4.7 4.7 3.5 4.7
Vehicle Extension (s) 2.0 2.0 2.5 2.5 2.0 2.5
Lane Grp Cap (vph) 170 152 1044 873 154 1260
v/s Ratio Prot c0.06 0.46 0.06 c0.55
v/s Ratio Perm 0.01 0.10
v/c Ratio 0.58 0.08 0.74 0.16 0.60 0.70
Uniform Delay, d1 31.8 30.1 9.7 6.0 32.2 3.9
Progression Factor 1.00 1.00 1.00 1.11 1.03 1.15
Incremental Delay, d2 3.3 0.1 3.8 0.3 2.5 2.0
Delay (s) 35.1 30.2 13.4 6.9 35.7 6.5
Level of Service D C B A D A
Approach Delay (s) 32.5 12.2 9.3
Approach LOS C B A
Intersection Summary
HCM 2000 Control Delay 12.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.73
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.2 Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
12: Shellmound Street & IKEA Exit 03/15/2024
Weekend Midday Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 6 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 155 192 754 0 0 982
Future Volume (vph) 155 192 754 0 0 982
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width 13 13 10 12 12 9
Total Lost time (s) 5.1 5.1 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1750 1565 1663 1604
Flt Permitted 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1750 1565 1663 1604
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Flow (vph) 155 192 754 0 0 982
RTOR Reduction (vph) 0 166 0 0 0 0
Lane Group Flow (vph) 155 26 754 0 0 982
Confl. Peds. (#/hr) 35
Confl. Bikes (#/hr) 19
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Actuated Green, G (s) 10.6 10.6 55.1 55.1
Effective Green, g (s) 10.1 10.1 55.6 55.6
Actuated g/C Ratio 0.13 0.13 0.74 0.74
Clearance Time (s) 4.6 4.6 4.7 4.7
Vehicle Extension (s) 2.5 2.5 3.0 3.0
Lane Grp Cap (vph) 235 210 1232 1189
v/s Ratio Prot c0.09 0.45 c0.61
v/s Ratio Perm 0.02
v/c Ratio 0.66 0.12 0.61 0.83
Uniform Delay, d1 30.8 28.6 4.6 6.5
Progression Factor 1.00 1.00 1.69 0.69
Incremental Delay, d2 5.9 0.2 0.9 5.1
Delay (s) 36.7 28.7 8.7 9.5
Level of Service D C A A
Approach Delay (s) 32.3 8.7 9.5
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 13.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 9.3 Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
13: Shellmound Street & IKEA Entrance 03/15/2024
Weekend Midday Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 7 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 34 64 690 259 319 818
Future Volume (vph) 34 64 690 259 319 818
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width 13 12 10 12 9 10
Total Lost time (s) 4.1 3.5 4.2 3.5 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.96 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1750 1515 1559 1524 1663
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1750 1515 1559 1524 1663
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Flow (vph) 34 64 690 259 319 818
RTOR Reduction (vph) 0 44 6 0 0 0
Lane Group Flow (vph) 34 20 943 0 319 818
Confl. Peds. (#/hr) 6 47
Confl. Bikes (#/hr) 20
Turn Type Prot pt+ov NA Prot NA
Protected Phases 8 1 8 2 1 6
Permitted Phases
Actuated Green, G (s) 10.6 50.9 91.4 36.7 131.1
Effective Green, g (s) 10.1 46.3 91.9 36.2 131.6
Actuated g/C Ratio 0.07 0.31 0.61 0.24 0.88
Clearance Time (s) 3.6 4.7 3.0 4.7
Vehicle Extension (s) 3.6 3.6 2.0 3.6
Lane Grp Cap (vph) 117 467 955 367 1459
v/s Ratio Prot c0.02 0.01 c0.60 c0.21 0.49
v/s Ratio Perm
v/c Ratio 0.29 0.04 0.99 0.87 0.56
Uniform Delay, d1 66.5 36.3 28.5 54.6 2.2
Progression Factor 1.00 1.00 1.00 1.02 0.88
Incremental Delay, d2 1.7 0.0 26.2 11.8 0.9
Delay (s) 68.2 36.3 54.7 67.3 2.9
Level of Service E D D E A
Approach Delay (s) 47.4 54.7 20.9
Approach LOS D D C
Intersection Summary
HCM 2000 Control Delay 36.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.90
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 11.8 Intersection Capacity Utilization 92.4% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
9: Shellmound Street & Christie Av 03/15/2024
Weekend P.M. Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 118 265 812 91 0 193 0 860 95 0 219 0 Future Volume (vph) 118 265 812 91 0 193 0 860 95 0 219 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 11 10 12 9 12 9 12 12 10 12
Total Lost time (s) 4.6 4.6 4.6 4.6 4.7 4.2 4.5
Lane Util. Factor 0.95 *0.75 1.00 1.00 1.00 1.00 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 0.85 1.00
Flt Protected 0.98 1.00 0.95 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3335 2197 1580 1363 1604 1495 3160
Flt Permitted 0.98 1.00 0.95 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3335 2197 1580 1363 1604 1495 3160
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 118 265 812 91 0 193 0 860 95 0 219 0
RTOR Reduction (vph) 0 0 0 0 0 177 0 0 31 0 0 0
Lane Group Flow (vph) 0 383 812 91 0 16 0 860 64 0 219 0 Confl. Bikes (#/hr) 7 2 2
Turn Type Split NA custom Prot Perm NA Perm NA
Protected Phases 4 4 4 5 3 2 6
Permitted Phases 3 2
Actuated Green, G (s) 31.6 61.5 12.9 12.9 67.4 67.4 37.3 Effective Green, g (s) 30.6 60.5 12.4 12.4 66.9 67.4 36.8 Actuated g/C Ratio 0.20 0.40 0.08 0.08 0.45 0.45 0.25
Clearance Time (s) 3.6 4.1 4.1 4.2 4.2 4.0
Vehicle Extension (s) 2.5 2.5 2.5 3.0 3.0 3.0
Lane Grp Cap (vph) 680 886 130 112 715 671 775
v/s Ratio Prot 0.11 c0.37 c0.06 c0.54 0.07
v/s Ratio Perm 0.01 0.04
v/c Ratio 0.56 0.92 0.70 0.14 1.20 0.10 0.28
Uniform Delay, d1 53.7 42.4 67.0 63.9 41.5 23.8 45.9
Progression Factor 1.00 1.00 1.00 1.00 0.51 0.43 0.81
Incremental Delay, d2 0.9 13.9 14.1 0.4 100.0 0.2 0.9
Delay (s) 54.6 56.3 81.1 64.3 121.2 10.3 38.0
Level of Service D E F E F B D
Approach Delay (s) 55.7 69.7 110.2 38.0
Approach LOS E E F D
Intersection Summary
HCM 2000 Control Delay 75.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.93
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.7 Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
10: Shellmound Street & Ohlone Way & Hotel Entrance 03/15/2024 Weekend P.M. Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 4 ends

Movement WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations
Traffic Volume (vph) 100 3 185 32 736 108 216 865 41 34 3 46 Future Volume (vph) 100 3 185 32 736 108 216 865 41 34 3 46 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 9 11 12 9 9 11 9 10 12 12 12 12
Total Lost time (s) 4.6 4.6 4.0 4.2 4.2 4.0 4.2 4.7 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.93 1.00 1.00 0.51 0.57 Flpb, ped/bikes 0.49 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 0.93
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.98 Satd. Flow (prot) 750 1464 1524 1604 1358 1524 1663 777 915 Flt Permitted 0.70 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.98 Satd. Flow (perm) 555 1464 1524 1604 1358 1524 1663 777 915 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 100 3 185 32 736 108 216 865 41 34 3 46 RTOR Reduction (vph) 0 164 0 0 0 38 0 0 13 0 79 0
Lane Group Flow (vph) 100 24 0 32 736 70 216 865 28 0 4 0 Confl. Peds. (#/hr) 190 18 158 190
Confl. Bikes (#/hr) 10 1
Turn Type Perm Prot Prot NA Perm Prot NA Perm Prot Prot Protected Phases 8 5 2 1 6 7 7
Permitted Phases 8 2 6
Actuated Green, G (s) 16.8 16.8 5.6 85.5 85.5 23.3 103.2 103.2 8.1 Effective Green, g (s) 16.8 16.8 5.1 86.0 86.0 22.8 103.7 103.2 7.6 Actuated g/C Ratio 0.11 0.11 0.03 0.57 0.57 0.15 0.69 0.69 0.05 Clearance Time (s) 4.6 4.6 3.5 4.7 4.7 3.5 4.7 4.7 3.5
Vehicle Extension (s) 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 2.0 Lane Grp Cap (vph) 62 163 51 919 778 231 1149 534 46
v/s Ratio Prot 0.02 0.02 c0.46 c0.14 0.52 c0.00
v/s Ratio Perm c0.18 0.05 0.04
v/c Ratio 1.61 0.15 0.63 0.80 0.09 0.94 0.75 0.05 0.09
Uniform Delay, d1 66.6 60.1 71.5 25.2 14.4 62.9 14.9 7.6 67.9 Progression Factor 1.00 1.00 0.93 0.91 1.64 1.32 0.60 1.66 1.00 Incremental Delay, d2 338.1 0.2 12.0 5.4 0.2 34.4 3.5 0.1 0.3 Delay (s) 404.7 60.3 78.3 28.3 23.7 117.6 12.4 12.7 68.2 Level of Service F E E C C F B B E
Approach Delay (s) 179.9 29.6 32.7 68.2
Approach LOS F C C E
Intersection Summary
HCM 2000 Control Delay 50.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.88
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.8 Intersection Capacity Utilization 84.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
11: Shellmound Street & Bay St 03/15/2024
Weekend P.M. Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 5 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 123 141 735 129 84 927
Future Volume (vph) 123 141 735 129 84 927
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width 10 10 10 12 9 10
Total Lost time (s) 4.0 4.0 4.2 4.7 4.0 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.89 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1580 1414 1663 1343 1524 1610
Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1580 1414 1663 1343 1524 1610
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Flow (vph) 123 141 735 129 84 927
RTOR Reduction (vph) 0 121 0 35 0 0
Lane Group Flow (vph) 123 20 735 94 84 927
Confl. Peds. (#/hr) 65 52
Confl. Bikes (#/hr) 18
Bus Blockages (#/hr) 0 0 0 0 0 8
Turn Type Prot Perm NA Perm Prot NA
Protected Phases 8 2 1 6
Permitted Phases 8 2 2
Actuated Green, G (s) 10.9 10.9 44.6 44.6 7.8 55.9
Effective Green, g (s) 10.4 10.4 45.1 44.6 7.3 56.4
Actuated g/C Ratio 0.14 0.14 0.60 0.59 0.10 0.75
Clearance Time (s) 3.5 3.5 4.7 4.7 3.5 4.7
Vehicle Extension (s) 2.0 2.0 2.5 2.5 2.0 2.5
Lane Grp Cap (vph) 219 196 1000 798 148 1210
v/s Ratio Prot c0.08 0.44 0.06 c0.58
v/s Ratio Perm 0.01 0.07
v/c Ratio 0.56 0.10 0.73 0.12 0.57 0.77
Uniform Delay, d1 30.2 28.2 10.7 6.6 32.3 5.4
Progression Factor 1.00 1.00 0.81 0.37 0.92 1.67
Incremental Delay, d2 2.0 0.1 4.2 0.3 1.6 2.6
Delay (s) 32.1 28.3 12.8 2.7 31.4 11.7
Level of Service C C B A C B
Approach Delay (s) 30.1 11.3 13.3
Approach LOS C B B
Intersection Summary
HCM 2000 Control Delay 14.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.2 Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
12: Shellmound Street & IKEA Exit 03/15/2024
Weekend P.M. Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 6 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 175 209 655 0 0 1050
Future Volume (vph) 175 209 655 0 0 1050
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width 13 13 10 12 12 9
Total Lost time (s) 5.1 5.1 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1750 1565 1663 1604
Flt Permitted 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1750 1565 1663 1604
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Flow (vph) 175 209 655 0 0 1050
RTOR Reduction (vph) 0 179 0 0 0 0
Lane Group Flow (vph) 175 30 655 0 0 1050
Confl. Peds. (#/hr) 28
Confl. Bikes (#/hr) 19
Turn Type Prot Perm NA NA
Protected Phases 8 2 6
Permitted Phases 8
Actuated Green, G (s) 11.3 11.3 54.4 54.4
Effective Green, g (s) 10.8 10.8 54.9 54.9
Actuated g/C Ratio 0.14 0.14 0.73 0.73
Clearance Time (s) 4.6 4.6 4.7 4.7
Vehicle Extension (s) 2.5 2.5 3.0 3.0
Lane Grp Cap (vph) 252 225 1217 1174
v/s Ratio Prot c0.10 0.39 c0.65
v/s Ratio Perm 0.02
v/c Ratio 0.69 0.13 0.54 0.89
Uniform Delay, d1 30.5 28.0 4.4 7.8
Progression Factor 1.00 1.00 1.35 1.09
Incremental Delay, d2 7.4 0.2 1.2 7.4
Delay (s) 38.0 28.2 7.2 16.0
Level of Service D C A B
Approach Delay (s) 32.7 7.2 16.0
Approach LOS C A B
Intersection Summary
HCM 2000 Control Delay 16.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 9.3 Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
13: Shellmound Street & IKEA Entrance 03/15/2024
Weekend P.M. Peak City of Emeryville Signal Timing 12:00 am 03/15/2024 Proposed Timing Synchro 11 Report

Page 7 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 49 43 612 190 230 995
Future Volume (vph) 49 43 612 190 230 995
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width 13 12 10 12 9 10
Total Lost time (s) 4.1 3.5 4.2 3.5 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00
Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.97 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1750 1515 1584 1524 1663
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1750 1515 1584 1524 1663
Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Flow (vph) 49 43 612 190 230 995
RTOR Reduction (vph) 0 32 4 0 0 0
Lane Group Flow (vph) 49 11 798 0 230 995
Confl. Peds. (#/hr) 9 30
Confl. Bikes (#/hr) 20
Turn Type Prot pt+ov NA Prot NA
Protected Phases 8 1 8 2 1 6
Permitted Phases
Actuated Green, G (s) 13.8 44.4 97.9 27.0 127.9
Effective Green, g (s) 13.3 39.8 98.4 26.5 128.4
Actuated g/C Ratio 0.09 0.27 0.66 0.18 0.86
Clearance Time (s) 3.6 4.7 3.0 4.7
Vehicle Extension (s) 3.6 3.6 2.0 3.6
Lane Grp Cap (vph) 155 401 1039 269 1423
v/s Ratio Prot c0.03 0.01 c0.50 c0.15 0.60
v/s Ratio Perm
v/c Ratio 0.32 0.03 0.77 0.86 0.70
Uniform Delay, d1 64.1 40.8 17.9 59.9 3.9
Progression Factor 1.00 1.00 1.00 0.92 1.03
Incremental Delay, d2 1.4 0.0 5.4 11.9 1.4
Delay (s) 65.5 40.8 23.3 66.9 5.4
Level of Service E D C E A
Approach Delay (s) 54.0 23.3 17.0
Approach LOS D C B
Intersection Summary
HCM 2000 Control Delay 21.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 150.0 Sum of lost time (s) 11.8 Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
Memo
Date: August 29, 2025
To: Jennifer Harmon, Diablo Engineering Group
From: Robert Rees and Lam Ngo, Fehr & Peers
Subject: 40th Street Multimodal Project – Truck Activity Analysis Memo The City of Emeryville approved the 40th Street Multimodal Project (“Project”) in March 2020. The engineering design was presented to the City Council in July 2023, and at that time the City Council directed staff to proceed with the Project, expanding it to include Shellmound Street to Christie Avenue, and requesting the incorporation of the additional safety features listed below that would further separate motor vehicle movements from pedestrian and bicycle movements. • Remove the right-turning traffic from Watts Street to 40th Street. • Install a cul-de-sac at Haven Street/40th Street.
• Remove right turning traffic from Holden Street to 40th Street. • Install a cul-de-sac at Hubbard Street/40th Street.

The truck activity analysis presented in this memorandum examines truck-related activities using local streets between 40th Street and Park Avenue that could be impacted by these safety feature changes. Observations indicate that trucks use Watts, Holden, and Hubbard Streets, so the truck analysis focused on these streets plus Horton Street.

This memorandum presents the truck activity data collection, review of existing truck activity along side streets between Park Avenue and 40th Street and provides general recommendations regarding truck routing and daylighting at these side street locations.

Data Collection
Truck circulation activity along 40th Street was observed and collected for a 14-day period between February 23 and March 8, 2023. This data was collected at four side street locations between Park Avenue and 40th Street:
• Watts Street
• Holden Street
• Hubbard Street
• Horton Street
40th Street Multimodal Project—Truck Activity Analysis Memo | 2 Video cameras were placed pointing north at the 40th Street intersections crossing the side streets and pointing south at the Park Avenue intersections crossing the side streets to collect movements in both directions of travel. These observations included truck entering and existing movements, truck sizes, and activity type (parking, passing through, or loading/unloading) and duration of activity. • The ‘Loading/Unloading’ category in the truck survey captures all vehicles that parked along the curb or in-street and loaded/unloaded within the observed street segment as well as trucks that accessed private property.
• The ‘Parking’ category in the truck survey captures all vehicles that parked along the curb or in-street without loading activities.
• The 'Passing Through' category in the truck survey captures all vehicles that did not stop on the observed segment for either parking or loading activities. While this data does not differentiate between local circulation trips serving businesses on adjacent blocks and through-traffic, our analysis conservatively assumes a portion of these truck trips will be rerouted onto designated truck routes such as Hollis Street, San Pablo Avenue, and 40th Street by way of Park Avenue or 45th Street. This assumption informs the recommendations for proactive traffic management and wayfinding signage.

Attachment A details the collected daily truck activity data from 6 AM to 6 PM at each side street location.

Truck Activity Summary
The analysis focused on weekday counts to present a conservative review of truck flow on side streets. The video footage and truck activity spreadsheets provided by the data vendor firm were reviewed to produce a summary of recorded truck activity by side street location and truck classification. Attachment B shows the typical vehicle profiles by truck classification, including the following:
• Delivery Truck includes delivery trucks and vans from UPS, FedEx, etc. • Single-Unit Truck includes trucks with no separate trailer. • Truck with Trailer includes trucks with separate trailers attached.

Table 1 documents the maximum and minimum recorded weekday truck counts by activity and location over the 10-day observation period. Attachment C describes the total observed directional truck traffic along each side street over the 10 weekdays between February 23 and March 8, 2023, between 6 AM and 6 PM on each day and illustrates the activities i.e., parking, pass-through, loading/unloading by truck type. Information in Table 1 will be described in the subsequent sections of this memorandum.
40th Street Multimodal Project—Truck Activity Analysis Memo | 3 Table 1: Range of Daily Truck Activity over 10-Day Weekday Survey Side
Street
Location
Truck
Classification
Number of Trucks by Activity Type during Typical Weekday (between 40th Street and Park Avenue)
Parking Passing Through Loading/Unloading
Maximum Minimum Maximum Minimum Maximum Minimum
Watts
Street
Single-Unit
Truck 4 0 4 1 7 2
Delivery
Truck 5 0 3 0 8 2
Truck with
Trailer 1 0 1 0 2 0
Holden
Street
Single-Unit
Truck 6 1 7 0 6 1
Delivery
Truck 2 0 4 0 2 0
Truck with
Trailer 0 0 2 0 2 0
Hubbard
Street
Single-Unit
Truck 3 0 10 3 3 0
Delivery
Truck 3 0 8 0 0 0
Truck with
Trailer 1 0 2 0 1 0
Horton
Street
Single-Unit
Truck 2 0 60 30 3 0
Delivery
Truck 2 0 18 7 2 0
Truck with
Trailer 1 0 17 4 2 0
Note: Truck activity was collected between 40th Street and Park Avenue February 23 through March 8, 2023.

Source: Fehr & Peers, 2025.

The following sections describe the truck activity along each side street location between 40th Street and Park Avenue over the 10-weekday period.

Watts Street between 40th Street and Park Avenue
Street Characteristics and Signage
Watts Street between 40th Street and Park Avenue is a two-lane roadway—one lane in each direction.

There is a combination of parallel and perpendicular parking. At 40th Street, Watts Street is stopcontrolled and right-in/right-out, and at Park Avenue, Watts Street is all-way stop-controlled. Trucks are allowed to use Watts Street and there are no posted truck turn restrictions at either 40th Street or Park Avenue.
40th Street Multimodal Project—Truck Activity Analysis Memo | 4 Existing signage at Holden Street and 40th Street.

Existing signage at Watts Street and Park Avenue.

Truck Activity
Trucks (delivery trucks, single-unit trucks, tractor-trailer trucks) were observed using Watts Street during the 10-day observation period. The single-unit and delivery trucks were observed to easily maneuver between Watts Street and 40th Street (right turns) and Park Avenue (right and left turns).

Large tractor-trailer trucks crossed into adjacent/opposing lanes to maneuver to and from Watts Street; even so, the tractor-trailer trucks were able to negotiate right- and left-turning movements to and from Park Avenue.

TOTAL TRUCK ACTIVITY
Over 10 weekdays between 6 AM and 6 PM along Watts Street, there were a total of 160 recorded trucks. Table 2 describes the truck volumes by activity and direction. Key findings:
• About 53% of the total recorded trucks were loading and unloading, 26% were parking, and 21% were passing through without stopping.
• Over 60% of total recorded trucks entered Watts Street from Park Avenue. • About 6% of the total recorded trucks were tractor-trailers, 44% were single-unit trucks, and 50% were delivery trucks.
40th Street Multimodal Project—Truck Activity Analysis Memo | 5

No more than one tractor-trailer truck was observed parking on Watts Street and no more than one was observed passing through without stopping. There were observation days with no observed tractor-trailer activity.
• Between 4 and 15 single-unit and delivery trucks were observed being loaded/unloaded on Watts Street. Up to 9 of these truck types were observed parking on Watts Street. There were observation days with no observed parking activity. One to 7 were observed passing through without stopping.

Table 2: Recorded Truck by Activity along Watts Street – 10 Days Activity Parking Passing Through Loading/Unloading Total Single-Unit Truck
(Total)
- Northbound
- Southbound
12 6
6 22
11 11
37 19
18 71
36 35
Delivery Truck (Total)
- Northbound
- Southbound
29 11
18 7
3 4
44 6
38 80
20 60
Truck with Trailer
(Total)
- Northbound
- Southbound
1 1
0 4
3 1
4 3
1 9
7 2
Total (Both Directions) 42 33 85 160
Note: Truck activity was collected between 40th Street and Park Avenue between February 23, 2023, and March 8, 2023.

Source: Fehr & Peers, 2025.

Holden Street between 40th Street and Park Avenue
Street Characteristics and Signage
Holden Street between 40th Street and Park Avenue is a two-lane roadway with one lane in each direction with parallel parking. At 40th Street, Holden Street is stop-controlled and right-in/right-out, and at Park Avenue, Holden Street is all-way stop-controlled. Trucks are allowed to use Holden Street and there are posted truck turn restrictions at Park Avenue, at all intersection approaches, which state that trucks are prohibited from left or right turns at the Park Avenue intersection. The signs direct truck drivers to use either Hollis Street or Halleck Street to access the area. There are no truck turn restriction signs at 40th Street. There is also street sweeping/no parking signs on both sides of Holden Street.
40th Street Multimodal Project—Truck Activity Analysis Memo | 6 Existing signage at Holden Street and 40th Street.

Existing truck signage at Holden Street and Park Avenue.

Truck Activity
Trucks (delivery trucks, single-unit trucks, tractor-trailer trucks) were observed using Holden Street during the 10-day observation period. Trucks were observed turning to and from Holden Street at Park Avenue even though there are truck turn prohibition signs posted at the intersection on all four approaches. As shown in Attachment A, over the 10-day observation period there were about 86 total trucks (10 tractor-trailers, 63 single-unit trucks, and 13 delivery trucks) that made prohibited left or right turns at the Holden Street/Park Avenue intersection. The single-unit and delivery trucks were observed to easily maneuver between Holden Street and 40th Street (right turns) and Park Avenue (right and left turns). The tractor-trailer trucks crossed into adjacent/opposing lanes to maneuver to and from Holden Street.

TOTAL TRUCK ACTIVITY
Over 10 weekdays between 6 AM and 6 PM along Holden Street, there were a total of 127 recorded trucks. Table 3 describes the truck volumes by activity and direction. Key findings:
40th Street Multimodal Project—Truck Activity Analysis Memo | 7 • About 39% of the total recorded trucks were loading and unloading, 26% were parking, and 35% were passing through without stopping.
• Over 45% of total recorded trucks entered Holden Street from Park Avenue. • About 10% of the total recorded trucks were tractor-trailers, 73% were single-unit trucks, and 17% were delivery trucks.

No tractor-trailer trucks were observed parking on Holden Street and zero to two tractor-trailer trucks were observed passing through without stopping. There were observation days with no observed tractor-trailer activity.
• Between 1 and 8 single-unit and delivery trucks were observed being loaded/unloaded on Holden Street and 1 to 8 of these truck types were observed parking on Holden Street. No more than 11 were observed passing through without stopping. There were observation days with no observed trucks passing through.

Table 3: Recorded Truck by Activity along Holden Street – 10 Days Activity Parking Passing Through Loading/Unloading Total Single-Unit Truck
(Total)
- Northbound
- Southbound
27 16
11 27
8 19
38 30
8 92
54 38
Delivery Truck (Total)
- Northbound
- Southbound
6 1
5 12
4 8
4 1
3 22
6 16
Truck with Trailer
(Total)
- Northbound
- Southbound
0 0
0 5
2 3
8 8
0 13
10 3
Total (Both Directions) 33 44 50 127
Note: Truck activity was collected between 40th Street and Park Avenue between February 23, 2023, and March 8, 2023.

Source: Fehr & Peers, 2025.

Hubbard Street between 40th Street and Park Avenue
Street Characteristics and Signage
Hubbard Street between 40th Street and Park Avenue is a two-lane roadway—one lane in each direction with a combination of parallel and perpendicular parking. At 40th Street, Hubbard Street is stop-controlled and right-in/right-out, and at Park Avenue, Hubbard Street is all-way stop-controlled.

Trucks are allowed to use Hubbard Street and there are posted truck turn restrictions at Park Avenue, 40th Street Multimodal Project—Truck Activity Analysis Memo | 8 at all intersection approaches, which state that trucks are prohibited from left or right turns at the Park Avenue intersection. The signs direct truck drivers to use either Hollis Street or Halleck Street to access the area. There are no truck turn restriction signs at 40th Street.

Existing signage at Hubbard Street and 40th Street.

Existing truck signage at Hubbard Street and Park Avenue.

Truck Activity
Trucks (delivery trucks, single-unit trucks, tractor-trailer trucks) were observed using Holden Street during the 10-day observation period. Trucks were observed turning to and from Holden Street at Park Avenue even though there are truck turn prohibition signs posted at the intersection on all four approaches. As shown in Attachment A, over the 10-day observation period there were about 137 total trucks (8 tractor-trailers, 85 single-unit trucks, and 44 delivery trucks) that made prohibited, left, or right turns at the Hubbard Street/Park Avenue intersection. The single-unit and delivery trucks were observed to easily maneuver between Hubbard Street and 40th Street (right turns) and Park Avenue (right and left turns). The tractor-trailer trucks crossed into adjacent/opposing lanes to maneuver to and from Holden Street.

TOTAL TRUCK ACTIVITY
Over 10 weekdays between 6 AM and 6 PM along Hubbard Street, there were a total of 150 recorded trucks. Table 4 describes the truck volumes by activity and direction. Key findings:
40th Street Multimodal Project—Truck Activity Analysis Memo | 9 • About 10% of the total recorded trucks were loading and unloading, 16% were parking, and 74% were passing through without stopping.
• Over 48% of total recorded trucks entered Hubbard Street from Park Avenue. • About 8% of the total recorded trucks were tractor-trailers, 62% were single-unit trucks, and 30% were delivery trucks.

RANGE OF DAILY TRUCK ACTIVITY
Table 1 summarizes the minimum and maximum truck activities observed on any given day during the 10-day observation period. On any given day:
• No more than one tractor-trailer truck was observed being loaded/unloaded on Hubbard Street, no more than one tractor-trailer truck was observed parking on Hubbard Street and no more than two tractor-trailer trucks were observed passing through without stopping. There were observation days with no observed tractor-trailer activity. • Between 1 and 3 single-unit and delivery trucks were observed being loaded/unloaded on Hubbard Street. No more than 6 of these truck types were observed parking on Hubbard Street.

There were observation days with no observed truck parking activity. Between 3 and 18 trucks were observed passing through without stopping.

Table 4: Recorded Truck by Activity along Hubbard Street – 10 Days Activity Parking Passing Through Loading/Unloading Total Single-Unit Truck
(Total)
- Northbound
- Southbound
9 3
6 70
38 32
14 9
5 93
50 43
Delivery Truck (Total)
- Northbound
- Southbound
13 5
8 32
19 13
0 0
0 45
24 21
Truck with Trailer
(Total)
- Northbound
- Southbound
2 0
2 9
4 5
1 0
1 12
4 8
Total (Both Directions) 24 111 15 150
Note: Truck activity was collected between 40th Street and Park Avenue between February 23, 2023, and March 8, 2023.

Source: Fehr & Peers, 2025.

Horton Street between 40th Street and Park Avenue
Street Characteristics and Signage
Horton Street between 40th Street and Park Avenue is a two-lane roadway with one lane in each direction with parallel parking. At 40th Street, Horton Street is signalized with all movements allowed, and at Park Avenue, Horton Street is all-way stop-controlled. Trucks are allowed to use Horton Street and there are posted truck turn restrictions at Park Avenue, at all intersection approaches, which 40th Street Multimodal Project—Truck Activity Analysis Memo | 10 state that trucks are prohibited from left or right turns at the Park Avenue intersection. The signs direct truck drivers to use either Hollis Street or Halleck Street to access the area. There are no truck turn restriction signs at 40th Street. Horton Street is also a designated bicycle boulevard.

Existing signage at Horton Street and 40th Street.

Existing truck signage at Horton Street and Park Avenue.

Truck Activity
Trucks (delivery trucks, single-unit trucks, tractor-trailer trucks) were observed using Horton Street during the 10-day observation period. Trucks were observed turning to and from Horton Street at Park Avenue even though there are truck turn prohibition signs posted at the intersection on all four approaches. As shown in Attachment A, over the 10-day observation period there were about 324 total trucks (29 tractor-trailers, 61 single-unit trucks, and 234 delivery trucks) that made prohibited, left, or right turns at the Horton Street/Park Avenue intersection. The single-unit and delivery trucks were observed to easily maneuver between Horton Street and 40th Street (right turns) and Park Avenue (right and left turns). The tractor-trailer trucks crossed into adjacent/opposing lanes to maneuver to and from Horton Street.

TOTAL TRUCK ACTIVITY
Over 10 weekdays between 6 AM and 6 PM along Hubbard Street, there were a total of 150 recorded trucks. Table 5 describes the truck volumes by activity and direction. Key findings:
• About 3% of the total recorded trucks were being loaded/unloaded, 2% were parking, and 95% were passing through without stopping.
40th Street Multimodal Project—Truck Activity Analysis Memo | 11 • Over 38% of total recorded trucks entered Horton Street from Park Avenue. • About 15% of the total recorded trucks were tractor-trailers, 64% were single-unit trucks, and 21% were delivery trucks.

RANGE OF DAILY TRUCK ACTIVITY
Table 1 summarizes the minimum and maximum truck activities observed on any given day during the 10-day observation period. On any given day:
• No more than two tractor-trailer trucks were observed being loaded/unloaded on Horton Street and no more than one tractor-trailer truck was observed parking on Horton Street. There were observation days with no observed tractor-trailer activity. Between 4 and 17 tractor-trailer trucks were observed passing through without stopping.
• No more than 5 single-unit and delivery trucks were observed being loaded/unloaded on Horton Street and no more than 4 of these truck types were observed parking on Horton Street. There were observation days with no observed truck parking activity. Between 37 and 78 were observed passing through without stopping.

Table 5: Recorded Truck by Activity along Horton Street – 10 Days Activity Parking Passing Through Loading/Unloading Total Single-Unit Truck
(Total)
- Northbound
- Southbound
10 8
2 447
278
169
12 6
6 469
292
177
Delivery Truck (Total)
- Northbound
- Southbound
4 4
0 142
88 54
7 3
4 153
95 58
Truck with Trailer
(Total)
- Northbound
- Southbound
4 0
4 105
68 37
3 3
0 112
71 41
Total (Both Directions) 18 694 22 734
Note: Truck activity was collected between 40th Street and Park Avenue between February 23, 2023, and March 8, 2023.

Source: Fehr & Peers, 2025.

Impacts of Project and Recommendations
Over the 10-weekday period from February 23 to March 8, 2023, there were 1,171 total recorded truck observations using Watts Street (14%), Holden Street (11%), Hubbard Street (13%), and Horton Street (62%) between Park Avenue and 40th Street. Many truck trips were turning right and left at Park Avenue even though there are posted truck turn restriction signs at Holden Street, Hubbard Street, and Horton Street. Table 6 summarizes the total number of prohibited movements observed at the Park Avenue intersections.
40th Street Multimodal Project—Truck Activity Analysis Memo | 12 Table 6: Recorded Prohibited Truck Turns at Park Avenue – 10 Days Activity Single-Unit Truck Delivery Truck Tractor-Trailer Total Holden Street 63 13 29 86
Hubbard Street 85 44 8 137
Horton Street 61 234 10 324
10-Day Total 209 291 47 547
Note: Truck activity was collected between 40th Street and Park Avenue between February 23, 2023, and March 8, 2023.

Source: Fehr & Peers, 2025.

The Project would change truck route patterns due to turn restrictions intended to increase safety where local streets cross the two-way cycle track at 40th Street. These changes would result in businesses located on these streets (Watts Street, Holden Street, and Hubbard Street) needing to reroute trucks accessing their sites. • Removing the southbound right-turning traffic from Watts Street to 40th Street would reroute 62 northbound trucks (35 single-unit trucks, 20 delivery trucks, and 7 tractor-trailer trucks) over the 10-day observation period.
• Removing the southbound right-turning traffic from Holden Street to 40th Street would reroute 68 northbound trucks (52 single-unit trucks, 6 delivery trucks, and 10 tractor-trailer trucks) over the 10-day observation period.
• Adding a cul-de-sac at Hubbard Street/40th Street would reroute 80 northbound trucks (50 single-unit trucks, 24 delivery trucks, and 6 tractor-trailer trucks) turning right from 40th Street over the 10-day observation period.
• Adding a cul-de-sac at Hubbard Street/40th Street would reroute 42 southbound trucks (29 single-unit trucks, 8 delivery trucks, and 5 tractor-trailer trucks) turning from Hubbard Street onto 40th Street over the 10-day observation period.

As shown in Attachment A, many of these observed trucks that would be rerouted pass through the local streets including Watts Street (16 trucks), Holden Street (30 trucks), and Hubbard Street (61 northbound and 50 southbound trucks) between 40th Street and Park Avenue without stopping. But local businesses on each of these streets have documented truck loading and parking activities, so trucks accessing the local businesses would need to reroute their trucks.

Attachment D illustrates the existing truck route patterns for Watts Street, Holden Street, and Hubbard Street as well as the suggested truck route changes with the Project for trucks. To accommodate these route changes, the cul-de-sac turnarounds at Hubbard Street and Haven Street as well as the half-closures at Watts Street and Holden Street are being designed to accommodate the turning radii of emergency vehicles, large delivery vehicles (SU-30), and WB-40 trucks.

Consider the following truck-related changes:
• Consider improving area signing for truck drivers so that turn restrictions are more intuitive. • Consider truck signage for drivers to find their way to their intended street. 40th Street Multimodal Project—Truck Activity Analysis Memo | 13 • Consider modifying truck turn restrictions on the Park Avenue corridor to allow smaller vehicles e.g., single-unit (SU-30) and delivery trucks while providing turn restrictions for trucks with trailers. And use more intuitive signs to inform truck drivers.

Attachments:

Attachment A – Total Truck Traffic over 10 Weekdays from February 23 to March 8, 2023 Attachment B – Truck Size Classification
Attachment C – 14-Day Truck Count Data
Attachment D – Access Routes for Trucks with Trailers
40th Street Multimodal Project—Truck Activity Analysis Memo Attachment A:

Total Truck
Traffic over 10
Weekdays from
February 23 to
March 8, 2023
40th St
Park Ave
Watts St
40th St
Park Ave
Watts St
40th St
Park Ave
Watts St
Single Unit Truck Delivery Truck Truck with Trailer
Figure 1-b.

Southbound Truck Traffic on Watts Street between Park Avenue and 40th Street Total over 10 Weekdays from February 23 to March 8, 2023 6 11
18 18
4 38
0 1
1 40th St
Park Ave
Watts St
40th St
Park Ave
Watts St
40th St
Park Ave
Watts St
Single-Unit Truck Delivery Truck Truck with Trailer
Figure 1-a.

Northbound Truck Traffic on Watts Street between Park Avenue and 40th Street Total over 10 Weekdays from February 23 to March 8, 2023 6 11
19 11
3 6
1 3
3 ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 2700
0 0
0 00
8*
0 0
22 000
0 0
13 000
0 0
0 1700
0 0
0 26*
0 17*
0 0
51 000
0 0
9 000
0 0
0 110
0 0
0 000
0 0
2 000
0 0
0 * These trucks enter southbound from Park Avenue, make a U-turn on the side street and exit on Park Avenue.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
1 0
0 7*00
35 0
0 13
0 16
0 0
0 000
0 0
0 000
0 0
0 1*00
20 0
0 13
06 0
0 0
000
0 0
0 000
0 0
0 000
7 0
0 304
0 0
0 000
0 0
0 * These trucks enter northbound from 40th Street, make a U-turn on the side street and exit on 40th Street.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 40th St
Park Ave
Hollis St
Haven St
Harlan StWatts StEmery StSan Pablo Ave
OK22-0501_1_TruckRouting-Watts
Total Parking
Total Loading/Unloading
Total Pass-Through
X
Y
Z
Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays. 40th St
Park Ave
Watts St
40th St
Park Ave
Watts St
40th St
Park Ave
Watts St
Single Unit Truck Delivery Truck Truck with Trailer
Figure 1-b.

Figure 2-b.

Southbound Truck Traffic on Holden Street between Park Avenue and 40th Street Total over 10 Weekdays from February 23 to March 8, 2023 40th St
Park Ave
Holden St
40th St
Park Ave
Holden St
40th St
Park Ave
Holden St
Single Unit Truck Delivery Truck Truck with Trailer
11 19
8 5
8 3
0 3
0 Figure 2-a.

Northbound Truck Traffic on Holden Street between Park Avenue and 40th Street Total over 10 Weekdays from February 23 to March 8, 2023 40th St
Park Ave
Holden St
40th St
Park Ave
Holden St
40th St
Park Ave
Holden St
Single-Unit Truck Delivery Truck Truck with Trailer
16 8
30 1
4 1
0 2
8 ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 3102
0 0
0 3*
0 2*
0 0
26 090
0 0
3 000
0 0
0 1600
0 0
0 000
0 0
5 070
0 0
4 000
0 0
0 300
0 0
0 000
0 0
1 020
0 0
0 * These trucks enter southbound from Park Avenue, make a U-turn on the side street and exit on Park Avenue.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
2 0
0 18*00
52 0
0 87
21 0
0 0
000
0 0
0 000
0 0
0 1*00
6 0
0 212
0 0
0 000
0 0
0 000
0 0
0 000
10 0
0 316
0 0
0 000
0 0
0 * These trucks enter northbound from 40th Street, make a U-turn on the side street and exit on 40th Street.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 40th St
Park Ave
Halleck StHubbard St
Horton St
Holden StHollis St
OK22-0501_2_TruckRouting-Holden
X Total Parking
Y
Z Total Loading/Unloading
Total Pass-Through
Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays.

Figure 2-b.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 40th St
Park Ave
Halleck StHubbard St
Horton St
Holden StHollis St
OK22-0501_2_TruckRouting-Holden
X Total Parking
Y
Z Total Loading/Unloading
Total Pass-Through
Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays.

Figure 3-b.

Southbound Truck Traffic on Hubbard Street between Park Avenue and 40th Street Total over 10 Weekdays from February 23 to March 8, 2023 40th St
Park Ave
Hubbard St
40th St
Park Ave
Hubbard St
40th St
Park Ave
Hubbard St
Single Unit Truck Delivery Truck Truck with Trailer
6 32
5 8
13 0
0 5
1 Figure 3-a.

Northbound Truck Traffic on Hubbard Street between Park Avenue and 40th Street Total over 10 Weekdays from February 23 to March 8, 2023 40th St
Park Ave
Hubbard St
40th St
Park Ave
Hubbard St
40th St
Park Ave
Hubbard St
Single-Unit Truck Delivery Truck Truck with Trailer
3 38
9 5
19 0
2 4
0 ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 2702
0 0
0 7*1*6*
0 0
18 050
0 0
20 000
0 0
0 602
0 0
0 2*3*8*
0 0
15 010
0 0
5 000
0 0
0 500
0 0
0 1*
00 0
0 1
030
0 0
2 * These trucks enter southbound from Park Avenue, make a U-turn on the side street and exit on Park Avenue.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 1*00
50 0
0 151519
0 0
0 000
0 0
0 000
0 0
0 000
24 0
0 8
10 6
0 0
0 000
0 0
0 000
0 0
0 000
6 0
0 024
0 0
0 000
0 0
0 * These trucks enter northbound from 40th Street, make a U-turn on the side street and exit on 40th Street.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 40th St
Park Ave
Halleck StHubbard St
Horton St
Holden StHollis St
OK22-0501_3_TruckRouting-Hubbard
X Total Parking
Y
Z Total Loading/Unloading
Total Pass-Through
Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays.

Figure 3-b.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 40th St
Park Ave
Halleck StHubbard St
Horton St
Holden StHollis St
OK22-0501_3_TruckRouting-Hubbard
X Total Parking
Y
Z Total Loading/Unloading
Total Pass-Through
Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays.

Figure 4-b.

Southbound Truck Traffic on Horton Street between Park Avenue and 40th Street Total over 10 Weekdays from February 23 to March 8, 2023 40th St
Park Ave
Horton St
40th St
Park Ave
Horton St
40th St
Park Ave
Horton St
Single-Unit Truck Delivery Truck Truck with Trailer
2 169
6 0
54 4
4 37
0 Figure 4-a.

Northbound Truck Traffic on Horton Street between Park Avenue and 40th Street Total over 10 Weekdays from February 23 to March 8, 2023 40th St
Park Ave
Horton St
40th St
Park Ave
Horton St
40th St
Park Ave
Horton St
Single Unit Truck Delivery Truck Truck with Trailer
8 278
6 4
88 3
0 68
3 ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 2412920
0 0
0 3*
0 1*
0 0
40 0890
0 0
48 000
0 0
0 5476
0 0
0 000
0 0
14 0390
0 0
5 000
0 0
0 9256
0 0
0 0
1*
0 0
0 14
0230
0 0
4 * These trucks enter southbound from Park Avenue, make a U-turn on the side street and exit on Park Avenue.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
0 216
0 30
0 0
1*00
46 0
0 58
149
84 0
0 0
000
0 0
0 0
63 0
6 0
0 03*1*
26 0
0 164926
0 0
0 000
0 0
0 0
49 0
8 0
0 01*0
14 0
0 8
59 3
0 0
0 000
0 0
0 * These trucks enter northbound from 40th Street, make a U-turn on the side street and exit on 40th Street.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 40th St
Park Ave
Halleck StHubbard St
Horton St
Holden StHollis St
OK22-0501_4_TruckRouting-Horton
X Total Parking
Y
Z Total Loading/Unloading
Total Pass-Through
Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays.

Figure 4-b.

ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
ACF
000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 000
0 0
0 40th St
Park Ave
Halleck StHubbard St
Horton St
Holden StHollis St
OK22-0501_4_TruckRouting-Horton
X Total Parking
Y
Z Total Loading/Unloading
Total Pass-Through
Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays. Volumes shown are total over 10 weekdays. 40th Street Multimodal Project—Truck Activity Analysis Memo Attachment B:

Truck Size
Classification
Lock to Lock Time SU-30 Width Track Steering Angle 4.00 20.00 feet ::: 6.0 8.00 8.00 : 31.8 30.00 Single-Unit Truck Delivery Truck Truck with Trailer Lock to Lock Time DL-23 Width Track Steering Angle 4.00 15.00 feet :: 8.50 8.50 :: 40.4 6.0 23.00 Steering Angle Lock to Lock Time Articulating Angle WB-50 Trailer Track Tractor Track Trailer Width Tractor Width 3.00 12.50 feet 8.50 : 8.50 8.00 8.00 :::0.00 3.00 35.50 7.50 42.50 ::: 6.0 17.7 70.0 Typical Vehicle Profiles for Truck Classification Attachment 2 Lock to Lock Time SU-30 Width Track Steering Angle 4.00 20.00 feet ::: 6.0 8.00 8.00 : 31.8 30.00 Single-Unit Truck Delivery Truck Truck with Trailer Lock to Lock Time DL-23 Width Track Steering Angle 4.00 15.00 feet :: 8.50 8.50 :: 40.4 6.0 23.00 Steering Angle Lock to Lock Time Articulating Angle WB-40 Trailer Track Tractor Track Trailer Width Tractor Width 3.00 12.50 feet 8.00 : 8.00 8.00 8.00 :::0.00 3.00 25.50 7.50 33.00 ::: 6.0 20.3 70.0 40th Street Multimodal Project—Truck Activity Analysis Memo Attachment C:
14-Day Truck
Count Data
Site: 01 - Watts St between Park Ave and 40th St
Date: 2/23/2023
Time: 6AM-6PM
Date Vehicle ID
Entering Turning
Movment Vehicle Classification Event Start Event End Total Time of Event Activity Type Exiting Turning
Movment
Additional
Comments
mm/dd/yyyy month-day-year-01, 02,
03, ….

SB Right Turn Delivery Truck (Amazon,
FedEx, UPS, etc.) hh:mm:ss hh:mm:ss hh:mm:ss Pass Through SB Right Turn SB Left Turn Truck with Trailer Parking SB Left Turn
SB Through Single Unit Truck Unloading/Loading SB Through NB Right Turn NB Right Turn
NB Left Turn NB Left Turn
NB Through NB Through
02/23/2023 2232301 NB Through Single-Unit Truck 6:14:39 6:14:57 0:00:18 Pass Through NB Through 02/23/2023 2232302 NB Through Single-Unit Truck 6:43:45 6:44:03 0:00:18 Pass Through NB Through 02/23/2023 2232303 NB Through Single-Unit Truck 6:47:18 6:47:38 0:00:20 Pass Through NB Through 02/23/2023 2232304 WB Right Turn Single-Unit Truck 6:53:29 6:53:46 0:00:17 Pass Through NB Left Turn 02/23/2023 2232305 NB Through Single-Unit Truck 7:03:31 7:03:53 0:00:22 Pass Through NB Left Turn 02/23/2023 2232306 NB Through Single-Unit Truck 7:13:12 7:13:35 0:00:23 Pass Through NB Through 02/23/2023 2232307 EB Left Turn Single-Unit Truck 7:17:19 7:17:50 0:00:31 Pass Through NB Through 02/23/2023 2232308 SB Through Truck with Trailer 7:19:40 7:38:26 0:18:46 Parking SB Right Turn 02/23/2023 2232309 SB Through Single-Unit Truck 7:29:53 7:30:13 0:00:20 Pass Through SB Right Turn 02/23/2023 2232310 NB Through Single-Unit Truck 7:34:11 7:34:38 0:00:27 Pass Through NB Through 02/23/2023 2232311 NB Through Single-Unit Truck 7:43:44 7:44:05 0:00:21 Pass Through NB Through 02/23/2023 2232312 NB Through Single-Unit Truck 8:06:14 8:06:43 0:00:29 Pass Through NB Left Turn 02/23/2023 2232313 WB Right Turn Single-Unit Truck 8:09:09 8:09:34 0:00:25 Pass Through NB Through 02/23/2023 2232314 NB Through Single-Unit Truck 8:10:01 8:10:24 0:00:23 Pass Through NB Right Turn 02/23/2023 2232315 NB Through Single-Unit Truck 8:12:06 8:12:35 0:00:29 Pass Through NB Left Turn 02/23/2023 2232316 SB Through Single-Unit Truck 8:31:59 8:33:13 0:01:14 Pass Through SB Through 02/23/2023 2232317 NB Through Truck with Trailer 8:55:51 8:56:26 0:00:35 Pass Through NB Through 02/23/2023 2232318 NB Through Single-Unit Truck 9:20:27 9:20:52 0:00:25 Pass Through NB Through 02/23/2023 2232319 EB Right Turn Single-Unit Truck 9:25:34 9:26:39 0:01:05 Pass Through SB Left Turn 02/23/2023 2232320 SB Through Single-Unit Truck 9:36:58 9:37:46 0:00:48 Pass Through SB Through 02/23/2023 2232321 EB Left Turn Single-Unit Truck 9:45:02 9:45:02 0:00:00 Pass Through NB Through 02/23/2023 2232322 NB Through Single-Unit Truck 9:47:31 9:47:53 0:00:22 Pass Through NB Through 02/23/2023 2232323 NB Through Delivery Truck 9:48:56 9:54:52 0:05:56 Parking NB Left Turn UPS 02/23/2023 2232324 EB Right Turn Single-Unit Truck 10:17:26 10:17:53 0:00:27 Pass Through SB Through 02/23/2023 2232325 SB Through Single-Unit Truck 10:19:32 10:19:50 0:00:18 Pass Through SB Through 02/23/2023 2232326 NB Through Single-Unit Truck 10:23:12 10:23:30 0:00:18 Pass Through NB Through 02/23/2023 2232327 WB Right Turn Single-Unit Truck 10:41:24 10:41:51 0:00:27 Pass Through NB Right Turn 02/23/2023 2232328 EB Right Turn Single-Unit Truck 10:42:08 10:42:29 0:00:21 Pass Through SB Through 02/23/2023 2232329 WB Right Turn Single-Unit Truck 10:44:12 10:47:25 0:03:13 Parking NB Right Turn 02/23/2023 2232330 WB Right Turn Single-Unit Truck 10:56:38 12:21:21 1:24:43 Parking NB Right Turn 02/23/2023 2232331 EB Right Turn Single-Unit Truck 10:58:12 10:59:35 0:01:23 Pass Through SB Through 02/23/2023 2232332 NB Through Delivery Truck 11:05:37 11:08:13 0:02:36 Parking NB Left Turn UPS 02/23/2023 2232333 NB Through Single-Unit Truck 11:14:08 11:14:27 0:00:19 Pass Through NB Right Turn 02/23/2023 2232334 NB Through Single-Unit Truck 11:21:47 11:22:42 0:00:55 Pass Through NB Left Turn 02/23/2023 2232335 WB Right Turn Truck with Trailer 11:23:43 11:24:28 0:00:45 Pass Through NB Through 02/23/2023 2232336 WB Left Turn Single-Unit Truck 11:25:46 11:26:08 0:00:22 Pass Through SB Right Turn 02/23/2023 2232337 WB Left Turn Single-Unit Truck 11:43:07 11:43:33 0:00:26 Pass Through SB Right Turn 02/23/2023 2232338 NB Through Single-Unit Truck 12:24:15 12:24:39 0:00:24 Pass Through NB Right Turn 02/23/2023 2232339 WB Left Turn Single-Unit Truck 12:32:25 12:32:44 0:00:19 Pass Through SB Through 02/23/2023 2232340 EB Right Turn Single-Unit Truck 12:43:08 12:44:34 0:01:26 Pass Through SB Through 02/23/2023 2232341 NB Through Truck with Trailer 12:44:07 12:44:36 0:00:29 Pass Through NB Through 02/23/2023 2232342 NB Through Delivery Truck 12:44:15 12:44:52 0:00:37 Pass Through NB Right Turn FedEx 02/23/2023 2232343 NB Through Single-Unit Truck 12:51:25 12:51:43 0:00:18 Pass Through NB Left Turn 02/23/2023 2232344 WB Left Turn Single-Unit Truck 12:59:28 13:01:02 0:01:34 Pass Through SB Through 02/23/2023 2232345 NB Through Single-Unit Truck 13:06:33 13:07:04 0:00:31 Pass Through NB Right Turn 02/23/2023 2232346 SB Through Delivery Truck 13:14:17 13:14:58 0:00:41 Pass Through SB Through UPS 02/23/2023 2232347 NB Through Single-Unit Truck 13:32:21 13:32:38 0:00:17 Pass Through NB Right Turn 02/23/2023 2232348 NB Through Single-Unit Truck 13:34:40 13:34:59 0:00:19 Pass Through NB Right Turn 02/23/2023 2232349 WB Left Turn Single-Unit Truck 13:36:57 13:37:08 0:00:11 Pass Through SB Right Turn 02/23/2023 2232350 NB Through Single-Unit Truck 13:41:53 13:42:11 0:00:18 Pass Through NB Through 02/23/2023 2232351 WB Left Turn Single-Unit Truck 14:22:36 14:23:05 0:00:29 Pass Through SB Through 02/23/2023 2232352 WB Right Turn Single-Unit Truck 14:29:23 14:37:56 0:08:33 Unloading/Loading NB Left Turn 02/23/2023 2232353 EB Right Turn Single-Unit Truck 14:33:31 14:38:10 0:04:39 Pass Through SB Left Turn 02/23/2023 2232354 WB Left Turn Delivery Truck 14:38:23 14:38:35 0:00:12 Pass Through SB Through FedEx 02/23/2023 2232355 EB Right Turn Delivery Truck 14:51:04 14:51:23 0:00:19 Pass Through SB Left Turn UPS 02/23/2023 2232356 NB Through Delivery Truck 14:57:41 14:58:02 0:00:21 Pass Through NB Through FedEx 02/23/2023 2232357 WB Left Turn Delivery Truck 15:09:49 15:11:10 0:01:21 Pass Through SB Right Turn FedEx 02/23/2023 2232358 NB Through Delivery Truck 15:20:23 15:20:47 0:00:24 Pass Through SB Through FedEx 02/23/2023 2232359 NB Through Single-Unit Truck 15:30:43 15:31:01 0:00:18 Pass Through NB Left Turn 02/23/2023 2232360 SB Through Truck with Trailer 15:53:54 15:55:01 0:01:07 Pass Through SB Through 02/23/2023 2232361 WB Right Turn Delivery Truck 15:56:52 15:57:14 0:00:22 Pass Through NB Right Turn Amazon 02/23/2023 2232362 NB Through Truck with Trailer 15:58:09 15:58:38 0:00:29 Pass Through NB Left Turn 02/23/2023 2232363 NB Through Single-Unit Truck 15:58:16 15:58:51 0:00:35 Pass Through NB Left Turn 02/23/2023 2232364 NB Through Delivery Truck 16:00:22 16:00:36 0:00:14 Pass Through NB Through FedEx 02/23/2023 2232365 NB Through Delivery Truck 16:26:11 16:26:26 0:00:15 Pass Through NB Right Turn FedEx 02/23/2023 2232366 EB Right Turn Truck with Trailer 16:49:35 16:50:54 0:01:19 Pass Through SB Through 02/23/2023 2232367 WB Left Turn Single-Unit Truck 16:55:08 16:56:29 0:01:21 Pass Through SB Through 02/23/2023 2232368 SB Through Single-Unit Truck 16:58:06 16:58:25 0:00:19 Pass Through SB Through 02/23/2023 2232369 NB Through Delivery Truck 17:06:27 17:06:57 0:00:30 Pass Through NB Through FedEx 02/23/2023 2232370 NB Through Single-Unit Truck 17:22:24 17:22:51 0:00:27 Pass Through NB Through 02/23/2023 2232371 WB Right Turn Delivery Truck 17:32:05 17:32:59 0:00:54 Pass Through SB Through UPS 02/23/2023 2232372 SB Through Single-Unit Truck 17:53:23 17:54:31 0:01:08 Pass Through SB Through Site: 01 - Watts St between Park Ave and 40th St
Date: 2/24/2023
Time: 6AM-6PM
Date Vehicle ID
Entering Turning
Movment Vehicle Classification Event Start Event End Total Time of Event Activity Type Exiting Turning
Movment
Additional
Comments
mm/dd/yyyy month-day-year-01, 02,
03, ….

EB Right Turn Delivery Truck (Amazon,
FedEx, UPS, etc.) hh:mm:ss hh:mm:ss hh:mm:ss Pass Through SB Right Turn WB Left Turn Truck with Trailer Parking SB Left Turn
SB Through Single Unit Truck Unloading/Loading SB Through WB Right Turn NB Right Turn
EB Left Turn NB Left Turn
NB Through NB Through
02/24/2023 2242301 SB Through Single Unit Truck 8:02:22 8:02:44 0:00:22 Pass Through SB Right Turn CINTAS 02/24/2023 2242302 WB Right Turn Single Unit Truck 8:30:36 8:49:29 0:18:53 Parking NB Right Turn PENSKE 02/24/2023 2242303 EB Right Turn Single Unit Truck 8:43:36 9:01:05 0:17:29 Unloading/Loading SB Right Turn 02/24/2023 2242304 WB Right Turn Single Unit Truck 8:43:57 8:44:31 0:00:34 Pass Through NB Right Turn 02/24/2023 2242305 WB Right Turn Single Unit Truck 8:54:46 8:55:08 0:00:22 Pass Through NB Right Turn 02/24/2023 2242306 WB Right Turn Single Unit Truck 9:37:15 9:50:55 0:13:40 Parking NB Left Turn 02/24/2023 2242307 WB Right Turn Single Unit Truck 9:41:23 10:17:12 0:35:49 Parking SB Right Turn PENSKE 02/24/2023 2242308 WB Right Turn Single Unit Truck 9:56:33 10:00:47 0:04:14 Parking NB Left Turn 02/24/2023 2242309 EB Right Turn Single Unit Truck 9:57:34 9:57:55 0:00:21 Pass Through SB Right Turn APD 02/24/2023 2242310 WB Right Turn Delivery Truck 10:18:56 10:36:12 0:17:16 Unloading/Loading NB Right Turn USPS 02/24/2023 2242311 EB Right Turn Single Unit Truck 10:24:23 11:04:51 0:40:28 Parking SB Right Turn U-HAUL 02/24/2023 2242312 WB Right Turn Single Unit Truck 10:29:50 11:09:10 0:39:20 Parking NB Right Turn 02/24/2023 2242313 WB Right Turn Truck with Trailer 10:36:02 10:45:08 0:09:06 Unloading/Loading NB Right Turn REPUBLIC 02/24/2023 2242314 EB Left Turn Single Unit Truck 10:46:32 10:59:37 0:13:05 Unloading/Loading NB Right Turn 02/24/2023 2242315 WB Right Turn Single Unit Truck 11:30:52 11:47:42 0:16:50 Unloading/Loading NB Right Turn GLS 02/24/2023 2242316 EB Right Turn Single Unit Truck 12:17:00 12:17:26 0:00:26 Pass Through SB Left Turn 02/24/2023 2242317 EB Left Turn Single Unit Truck 12:20:11 12:20:46 0:00:35 Pass Through NB Right Turn 02/24/2023 2242318 EB Right Turn Single Unit Truck 12:32:30 12:32:51 0:00:21 Pass Through SB Left Turn 02/24/2023 2242319 WB Right Turn Single Unit Truck 13:47:41 13:59:03 0:11:22 Unloading/Loading NB Right Turn GLS Site: 03 - Hubbard St between Park Ave and 40th St
Date: 2/24/2023Time: 6AM-6PMDate Vehicle ID
Entering Turning Movment Vehicle Classification Event Start Event End Total Time of Event Activity Type Exiting Turning Movment
Additional Comments
mm/dd/yyyy month-day-year-01, 02, 03, …. EB Right Turn Delivery Truck (Amazon, FedEx, UPS, etc.) hh:mm:ss hh:mm:ss hh:mm:ss Pass Through SB Right Turn WB Left Turn Truck with Trailer Parking SB Left Turn
SB Through Single Unit Truck Unloading/Loading SB Through WB Right Turn NB Right Turn
EB Left Turn NB Left Turn
NB Through NB Through
02/24/2023 2242301 EB Right Turn Single-Unit Truck 8:20:57 8:21:18 0:00:21 Pass Through SB Right Turn02/24/2023 2242302 WB Right Turn Single-Unit Truck 9:52:06 9:52:31 0:00:25 Pass Through NB Left Turn02/24/2023 2242303 WB Right Turn Single-Unit Truck 10:30:03 10:30:28 0:00:25 Pass Through NB Through02/24/2023 2242304 WB Right Turn Single-Unit Truck 10:33:07 10:33:31 0:00:24 Pass Through NB Right Turn02/24/2023 2242305 EB Right Turn Single-Unit Truck 11:06:09 13:39:56 2:33:47 Unloading/Loading NB Left Turn02/24/2023 2242306 WB Right Turn Delivery Truck 13:22:57 13:23:18 0:00:21 Pass Through NB Left Turn UPS02/24/2023 2242307 EB Right Turn Single-Unit Truck 13:24:48 13:26:39 0:01:51 Parking NB Left Turn02/24/2023 2242308 EB Right Turn Single-Unit Truck 13:34:40 13:34:56 0:00:16 Pass Through SB Right Turn02/24/2023 2242309 WB Right Turn Delivery Truck 15:07:47 15:08:16 0:00:29 Pass Through NB Right Turn UPS02/24/2023 2242310 EB Right Turn Delivery Truck 15:38:48 15:39:14 0:00:26 Pass Through SB Right Turn UPS Site: 04 - Horton St between Park Ave and 40th St
Date: 2/24/2023Time: 6AM-6PMDate Vehicle ID
Entering Turning Movment Vehicle Classification Event Start Event End Total Time of Event Activity Type Exiting Turning Movment
Additional Comments
mm/dd/yyyy month-day-year-01, 02, 03, …. EB Right Turn Delivery Truck (Amazon, FedEx, UPS, etc.) hh:mm:ss hh:mm:ss hh:mm:ss Pass Through SB Right Turn WB Left Turn Truck with Trailer Parking SB Left Turn
SB Through Single Unit Truck Unloading/Loading SB Through WB Right Turn NB Right Turn
EB Left Turn NB Left Turn
NB Through NB Through
02/24/2023 2242301 NB Through Single-Unit Truck 6:14:24 6:14:43 0:00:19 Pass Through NB Through02/24/2023 2242302 WB Right Turn Single-Unit Truck 6:25:41 6:26:07 0:00:26 Pass Through NB Through02/24/2023 2242303 NB Through Single-Unit Truck 6:55:46 6:56:11 0:00:25 Pass Through NB Right Turn02/24/2023 2242304 SB Through Single-Unit Truck 7:18:12 7:21:15 0:03:03 Pass Through SB Through02/24/2023 2242305 EB Left Turn Single-Unit Truck 7:21:54 7:22:17 0:00:23 Pass Through NB Through02/24/2023 2242306 NB Through Single-Unit Truck 7:35:40 7:35:59 0:00:19 Pass Through NB Left Turn02/24/2023 2242307 NB Through Single-Unit Truck 7:39:43 7:40:04 0:00:21 Pass Through NB Through02/24/2023 2242308 NB Through Single-Unit Truck 7:51:11 7:51:39 0:00:28 Pass Through NB Through02/24/2023 2242309 SB Through Single-Unit Truck 7:58:33 7:59:01 0:00:28 Pass Through SB Through02/24/2023 2242310 NB Through Single-Unit Truck 8:02:39 8:03:03 0:00:24 Pass Through NB Through02/24/2023 2242311 NB Through Single-Unit Truck 8:12:01 8:12:21 0:00:20 Pass Through NB Right Turn02/24/2023 2242312 NB Through Truck with Trailer 8:15:51 8:16:24 0:00:33 Pass Through NB Through02/24/2023 2242313 NB Through Single-Unit Truck 8:24:49 8:25:13 0:00:24 Pass Through NB Through02/24/2023 2242314 NB Through Single-Unit Truck 8:34:18 8:34:52 0:00:34 Pass Through NB Right Turn02/24/2023 2242315 SB Through Truck with Trailer 8:34:19 8:36:13 0:01:54 Pass Through SB Through02/24/2023 2242316 SB Through Single-Unit Truck 8:38:36 8:41:00 0:02:24 Pass Through SB Left Turn02/24/2023 2242317 SB Through Single-Unit Truck 8:40:20 8:41:07 0:00:47 Pass Through SB Left Turn02/24/2023 2242318 WB Left Turn Single-Unit Truck 8:48:35 8:49:30 0:00:55 Pass Through SB Through02/24/2023 2242319 SB Through Delivery Truck 8:51:56 8:52:28 0:00:32 Pass Through SB Through FedEx02/24/2023 2242320 WB Right Turn Single-Unit Truck 8:58:21 8:59:06 0:00:45 Pass Through NB Through02/24/2023 2242321 EB Left Turn Truck with Trailer 9:13:45 9:14:14 0:00:29 Pass Through NB Left Turn02/24/2023 2242322 NB Through Single-Unit Truck 9:16:38 9:17:07 0:00:29 Pass Through NB Left Turn02/24/2023 2242323 NB Through Single-Unit Truck 9:20:31 9:20:56 0:00:25 Pass Through NB Left Turn02/24/2023 2242324 NB Through Single-Unit Truck 9:20:37 9:21:05 0:00:28 Pass Through NB Left Turn02/24/2023 2242325 NB Through Single-Unit Truck 9:26:10 9:26:29 0:00:19 Pass Through NB Left Turn02/24/2023 2242326 WB Right Turn Single-Unit Truck 9:27:51 9:28:19 0:00:28 Pass Through NB Left Turn02/24/2023 2242327 NB Through Truck with Trailer 9:29:53 9:30:09 0:00:16 Pass Through NB Through02/24/2023 2242328 NB Through Single-Unit Truck 9:37:34 9:37:52 0:00:18 Pass Through NB Through02/24/2023 2242329 NB Through Single-Unit Truck 9:45:07 9:45:25 0:00:18 Pass Through NB Right Turn02/24/2023 2242330 NB Through Single-Unit Truck 9:45:12 9:45:33 0:00:21 Pass Through NB Through 02/24/2023 2242331 EB Right Turn Delivery Truck 9:47:37 9:49:07 0:01:30 Pass Through SB Through FedEx 02/24/2023 2242332 WB Left Turn Single-Unit Truck 9:56:26 9:57:12 0:00:46 Pass Through SB Left Turn02/24/2023 2242333 WB Left Turn Single-Unit Truck 10:01:01 10:02:48 0:01:47 Pass Through SB Right Turn02/24/2023 2242334 WB Right Turn Single-Unit Truck 10:02:18 10:02:36 0:00:18 Pass Through NB Through02/24/2023 2242335 EB Right Turn Single-Unit Truck 10:12:59 10:13:53 0:00:54 Pass Through SB Through02/24/2023 2242336 EB Left Turn Single-Unit Truck 10:23:40 10:23:58 0:00:18 Pass Through NB Right Turn02/24/2023 2242337 NB Through Truck with Trailer 10:28:58 10:29:26 0:00:28 Pass Through NB Through02/24/2023 2242338 EB Right Turn Single-Unit Truck 10:32:05 10:32:43 0:00:38 Pass Through SB Right Turn02/24/2023 2242339 EB Right Turn Single-Unit Truck 10:34:00 10:34:52 0:00:52 Pass Through SB Through02/24/2023 2242340 EB Right Turn Truck with Trailer 10:44:29 10:45:01 0:00:32 Pass Through SB Right Turn02/24/2023 2242341 NB Through Single-Unit Truck 10:59:18 10:59:41 0:00:23 Pass Through NB Through02/24/2023 2242342 EB Right Turn Delivery Truck 10:56:33 11:07:43 0:11:10 Unloading/Loading SB Through UPS02/24/2023 2242343 NB Through Single-Unit Truck 11:01:37 11:02:01 0:00:24 Pass Through NB Through02/24/2023 2242344 WB Right Turn Delivery Truck 11:03:21 11:03:52 0:00:31 Pass Through NB Through UPS02/24/2023 2242345 EB Left Turn Single-Unit Truck 11:04:50 11:05:14 0:00:24 Pass Through NB Left Turn02/24/2023 2242346 WB Right Turn Single-Unit Truck 11:10:41 11:11:09 0:00:28 Pass Through NB Through02/24/2023 2242347 WB Right Turn Delivery Truck 11:15:45 11:16:06 0:00:21 Pass Through NB Left Turn FedEx02/24/2023 2242348 SB Through Truck with Trailer 11:26:35 11:28:10 0:01:35 Pass Through SB Through02/24/2023 2242349 WB Right Turn Single-Unit Truck 11:31:10 11:31:35 0:00:25 Pass Through NB Through02/24/2023 2242350 NB Through Truck with Trailer 11:43:41 11:44:08 0:00:27 Pass Through NB Through02/24/2023 2242351 NB Through Single-Unit Truck 11:49:36 11:49:54 0:00:18 Pass Through NB Through02/24/2023 2242352 NB Through Single-Unit Truck 11:51:37 11:51:58 0:00:21 Pass Through NB Right Turn02/24/2023 2242353 NB Through Single-Unit Truck 11:51:50 11:52:22 0:00:32 Pass Through NB Left Turn02/24/2023 2242354 WB Right Turn Single-Unit Truck 12:03:03 12:03:26 0:00:23 Pass Through NB Through02/24/2023 2242355 WB Left Turn Single-Unit Truck 12:09:21 12:09:57 0:00:36 Pass Through SB Through02/24/2023 2242356 NB Through Single-Unit Truck 12:31:39 12:31:58 0:00:19 Pass Through NB Right Turn02/24/2023 2242357 SB Through Single-Unit Truck 12:41:37 12:43:29 0:01:52 Pass Through SB Through02/24/2023 2242358 WB Left Turn Truck with Trailer 12:42:48 12:43:40 0:00:52 Pass Through SB Right Turn02/24/2023 2242359 WB Left Turn Single-Unit Truck 12:53:33 12:54:03 0:00:30 Pass Through SB Through02/24/2023 2242360 WB Left Turn Single-Unit Truck 12:55:12 12:55:59 0:00:47 Pass Through SB Through02/24/2023 2242361 NB Through Single-Unit Truck 13:07:41 13:08:11 0:00:30 Pass Through NB Left Turn02/24/2023 2242362 NB Through Single-Unit Truck 13:13:21 13:13:46 0:00:25 Pass Through NB Through02/24/2023 2242363 SB Through Delivery Truck 13:18:47 13:22:39 0:03:52 Unloading/Loading SB Right Turn02/24/2023 2242364 SB Through Single-Unit Truck 13:26:50 13:28:07 0:01:17 Pass Through SB Right Turn02/24/2023 2242365 EB Right Turn Single-Unit Truck 13:36:25 13:38:22 0:01:57 Pass Through SB Through02/24/2023 2242366 WB Left Turn Single-Unit Truck 14:23:01 14:24:21 0:01:20 Pass Through SB Through02/24/2023 2242367 NB Through Single-Unit Truck 14:32:10 14:32:56 0:00:46 Pass Through NB Left Turn02/24/2023 2242368 SB Through Single-Unit Truck 14:41:43 14:44:17 0:02:34 Pass Through SB Through02/24/2023 2242369 SB Through Delivery Truck 14:44:27 14:46:10 0:01:43 Pass Through SB Through FedEx02/24/2023 2242370 NB Through Single-Unit Truck 14:45:57 14:46:13 0:00:16 Pass Through NB Through02/24/2023 2242371 NB Through Delivery Truck 15:02:50 15:03:01 0:00:11 Pass Through NB Right Turn FedEx02/24/2023 2242372 NB Through Delivery Truck 15:16:34 15:16:42 0:00:08 Pass Through NB Through FedEx 02/24/2023 2242373 EB Left Turn Delivery Truck 15:19:34 15:19:48 0:00:14 Pass Through NB Right Turn UPS 02/24/2023 2242374 SB Through Delivery Truck 15:19:14 15:21:03 0:01:49 Pass Through SB Through FedEx02/24/2023 2242375 SB Through Delivery Truck 15:28:44 15:31:09 0:02:25 Pass Through SB Through FedEx02/24/2023 2242376 NB Through Single-Unit Truck 15:30:40 15:30:57 0:00:17 Pass Through NB Left Turn02/24/2023 2242377 NB Through Delivery Truck 15:32:35 15:32:48 0:00:13 Pass Through NB Through FedEx02/24/2023 2242378 SB Through Truck with Trailer 15:50:28 15:51:22 0:00:54 Pass Through SB Through02/24/2023 2242379 NB Through Single-Unit Truck 15:56:43 15:56:55 0:00:12 Pass Through NB Left Turn02/24/2023 2242380 NB Through Delivery Truck 16:06:27 16:08:30 0:02:03 Pass Through SB Through FedEx02/24/2023 2242381 NB Through Delivery Truck 16:16:35 16:16:53 0:00:18 Pass Through NB Through UPS02/24/2023 2242382 NB Through Single-Unit Truck 16:26:36 16:26:48 0:00:12 Pass Through NB Right Turn02/24/2023 2242383 NB Through Delivery Truck 16:26:48 16:27:08 0:00:20 Pass Through NB Through FedEx02/24/2023 2242384 NB Through Delivery Truck 16:40:01 16:40:08 0:00:07 Pass Through NB Right Turn FedEx02/24/2023 2242385 NB Through Delivery Truck 16:54:44 16:54:54 0:00:10 Pass Through NB Through FedEx02/24/2023 2242386 SB Through Single-Unit Truck 16:59:54 17:01:14 0:01:20 Pass Through SB Through02/24/2023 2242387 NB Through Single-Unit Truck 17:00:42 17:00:55 0:00:13 Pass Through NB Left Turn02/24/2023 2242388 EB Left Turn Single-Unit Truck 17:25:37 17:25:47 0:00:10 Pass Through NB Left Turn02/24/2023 2242389 EB Right Turn Delivery Truck 17:37:39 17:39:41 0:02:02 Pass Through SB Through UPS Site: 01 - Watts St between Park Ave and 40th St
Date: 2/25/2023
Time: 6AM-6PM
Date Vehicle ID
Entering Turning
Movment Vehicle Classification Event Start Event End Total Time of Event Activity Type Exiting Turning
Movment
Additional
Comments
mm/dd/yyyy month-day-year-01, 02,
03, ….

Access Routes
for Trucks with
Trailers
40th St
Park Ave
Hollis St
Haven St
Harlan StWatts StEmery StSan Pablo Ave
40th St
Park Ave
Hollis St
Haven St
Harlan StWatts StEmery StSan Pablo Ave
Allowed Truck Movement
Existing Access Routes for Trucks on Watts Street
FIGURE D-1
* Project refers to the 40th
Street Multimodal Project
Watts Street Southbound Truck Route
Watts Street Northbound Truck Route
Pre-Project* Routes
Trucks continue
north to 45th Street
Trucks from
45th Street
40th St
Park Ave
Halleck StHubbard StHorton St
Holden StHollis St
40th St
Park Ave
Halleck StHubbard StHorton St
Holden StHollis St
Prohibited Truck Movement (Through Regulatory Signing)
Allowed Truck Movement
Existing Access Routes for Trucks on Holden Street
FIGURE D-2
* Project refers to the 40th
Street Multimodal Project
Holden Street Southbound Truck Route
Holden Street Northbound Truck Route
Pre-Project* Routes
40th St
Park Ave
Halleck StHubbard StHorton St
Holden StHollis St
40th St
Park Ave
Halleck StHubbard StHorton St
Holden StHollis St
Allowed Truck Movement
* Project refers to the 40th
Street Multimodal Project
FIGURE D-3
Prohibited Truck Movement (Through Regulatory Signing)
Existing Access Routes for Trucks on Hubbard Street
Hubbard Street Southbound Truck Route
Hubbard Street Northbound Truck Route
Pre-Project* Routes
Allow trucks less
than 40 feet to turn
left and right
Allow trucks less
than 40 feet to turn
left and right
No Outlet to
40th Street
No Outlet to
40th Street
40th St
Park Ave
Hollis St
Haven St
Harlan StWatts StEmery StSan Pablo Ave
40th St
Park Ave
Hollis St
Haven St
Harlan StWatts StEmery StSan Pablo Ave
Allowed Truck Movement
Provide Wayfinding Signing to Direct Truck Drivers to 40th Street Access * Project refers to the 40th
Street Multimodal Project
Plus Project Access Routes for Trucks on Watts Street
FIGURE D-4
Watts Street Outbound Truck Route
Watts Street Inbound Truck Route
Post-Project* Routes
Southbound trucks must
use northbound route to
access Holden Street
Trucks can continue
north to 45th Street
Trucks can continue
north to 45th Street
No Outlet to
40th Street
No Outlet to
40th Street
Southbound trucks
from 45th Street
use Hollis Street
40th St
Park Ave
Halleck StHubbard StHorton St
Holden StHollis St
40th St
Park Ave
Halleck StHubbard StHorton St
Holden StHollis St
Allowed Truck Movement
Provide Wayfinding Signing to Direct Truck Drivers to 40th Street Access * Project refers to the 40th
Street Multimodal Project
Plus Project Access Routes for Trucks on Holden Street
FIGURE D-5
Holden Street Outbound Truck Route
Holden Street Inbound Truck Route
Post-Project* Routes
Allow trucks less than 40 feet to turn
left and right onto Hubbard Street
Allow trucks less than 40 feet to turn
left and right onto Park Avenue
Hubbard Street
cul-de-sac at
40th Street
Hubbard Street
cul-de-sac at
40th Street
No trucks allowed on
Hubbard Street north
of Park Avenue
40th St
Park Ave
Halleck StHubbard StHorton St
Holden StHollis St
40th St
Park Ave
Halleck StHubbard StHorton St
Holden StHollis St
Allowed Truck Movement Cul-de-sac Turnaround
Provide Wayfinding Signing to Direct Truck Drivers to 40th Street Access * Project refers to the 40th
Street Multimodal Project
Plus Project Access Routes for Trucks on Hubbard Street FIGURE D-6
Hubbard Street Outbound Truck Route
Hubbard Street Inbound Truck Route
Post-Project* Routes
RESOLUTION NO.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE APPROVING THE PROJECT DESCRIPTION AS SET FORTH IN ATTACHMENT A FOR THE 40TH STREET MULTIMODAL PROJECT; AND DIRECTING STAFF TO RETURN THIS

PROJECT TO THE CITY COUNCIL FOR CONSIDERATION FOLLOWING THE

COMPLETION OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)

REVIEW AND THE NATIONAL ENVIRONMENTAL POLICY ACT (NEPA) PROCESS WHEREAS, the 40th Street Multimodal Project (“Project”) is an initiative undertaken by the City of Emeryville to improve transportation for bus riders, pedestrians, and cyclists; and
WHEREAS, the Project has been developed over several years through a deliberate, phased process with extensive community engagement and multiple City Council actions; and
WHEREAS, the City Council formally approved the conceptual design for the Project on March 3, 2020 (Resolution No. 20-017) and at that time made an initial determination that the Project was exempt from the California Environmental Quality Act (CEQA); and WHEREAS, as the design and funding strategy progressed, the City Council took several key actions on July 18, 2023 (Resolution No. 23-105, 23-106, 23-107, and 23-108), to significantly refine and expand the Project's design concept and scope to include:
▪ Approved the design concepts for the full closure of Hubbard and Haven Streets and the partial closure of Holden and Watts Streets.
▪ Formally incorporated the Shellmound Street segment (known as Part 2: Bay Trail Gap Closure) into the original Project scope, creating the single, unified 40th Street Multimodal Project as it is programmed today.
▪ Authorized amendments to the design contract with Diablo Engineering Group to advance the engineering for these expanded scopes; and
WHEREAS, to date, the City has been awarded $31.9 million of outside grant funding toward the Project’s $34.1 million total estimated cost; and WHEREAS, a $850,000 Federal Earmark through the FY2024 HUD Appropriations Bill was formally accepted by the City Council on July 15, 2025 (Resolution No. 25-079) and the acceptance of these federal funds triggered the requirement for the project to undergo environmental review under the National Environmental Policy Act (NEPA); and WHEREAS, the City is the lead agency for CEQA review purposes and will prepare the environmental document which fully analyzes and addresses any potential environmental impacts of the Project and will concurrently complete the NEPA process with Caltrans; and
WHEREAS, both designs for Part 1 (40th Street) and Part 2 (Shellmound Street) are now 95% complete, positioning the Project to be ready to proceed towards Project approval and construction bidding once environmental review processes have been completed; and
Resolution No. _____
40th Street Multimodal Project – Fall 2025 Update (CEQA Description) City Council Meeting | November 18, 2025

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WHEREAS, staff has since completed two comprehensive reports in August 2025 to further refine the Project description and design: the updated Technical Memorandum and a new Truck Activity Analysis Memo; and
WHEREAS, these studies were undertaken to provide a robust, data-driven validation of the design concepts, which included the City Council directed partial and full closures of certain side streets, and the key findings of these reports confirm that the Project description is ready for approval by the City Council; and WHEREAS, if the City Council approves the Project description, staff will use this approved design to complete the CEQA review for the Project; and WHEREAS, the Project description proposed is based on the July 2023 design concept previously approved by Council and supplemented by additional studies:
“The project would enhance existing infrastructure on 40th Street (Adeline Street to IKEA Entrance) and Shellmound Street (IKEA Entrance to Christie Avenue) through the construction of 1.4 miles of two-way separated Class IV bikeway, transit-only lanes, transit islands, pedestrian enhancements, a transit hub with complete street intersection improvements, and closing the unsignalized intersections of Hubbard Street and Haven Street on the north side of 40th Street, partial southbound closures at the unsignalized intersections of Holden Street and Watts Street on the north side of 40th Street per the Emeryville City Council Resolution 23-105, 23-106, 23-107, and 23-108 (July 18, 2023).

Project features would consist of realigning the existing lanes, removing and replacing medians, rehabilitating the pavement surface, restriping, installing green stormwater infrastructure improvements, upgrading street lighting, and reconstructing pedestrian infrastructure to accommodate a two-way separated Class IV bikeway, new sidewalk, and concrete bus pads.
40th Street (Adeline Street to IKEA Entrance) improvements would include:
▪ Lane realignment to accommodate two-way separated Class IV bikeway on the north edge of the roadway.
▪ Thin grind and asphalt concrete overlay.
▪ Asphalt concrete conforms adjacent to new concrete work. ▪ Full depth pavement reconstruction in areas of new islands for bikeway separation.
▪ Removal of existing roadway improvements as needed.
▪ Construction of sidewalk on Hubbard Street.
▪ Multi-use pathway connection between Hubbard Street and Halleck Street up to

4.5 feet in height.
▪ Addition of concrete bus pads at bus stops.

Shellmound Street (IKEA Entrance to Christie Avenue) improvements would include:

Resolution No. _____
40th Street Multimodal Project – Fall 2025 Update (CEQA Description) City Council Meeting | November 18, 2025

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▪ Lane realignment to accommodate two-way separated Class IV bikeway on the west edge of the roadway.
▪ Thin grind and asphalt concrete overlay.
▪ Asphalt concrete conforms adjacent to new concrete work. ▪ Roadway improvements, including excavation to a maximum depth of one foot below existing grade.
▪ Addition of one concrete bus pad at one bus stop.”; and WHEREAS, staff recommends that the City Council formally approve the Project description; and
WHEREAS, Staff further recommends that the City Council provide direction to undertake the CEQA review for the Project and to bring it back for final consideration once CEQA review and the NEPA process are complete; now, therefore, be it RESOLVED, by the City Council of the City of Emeryville that the Project description as set forth in Attachment A for the 40th Street Multimodal Project is hereby approved; and, be it, further
RESOLVED, by the City Council of the City of Emeryville that staff is directed to undertake, complete, and finalize CEQA review for the Project and return the Project to the City Council for consideration following the completion of the CEQA and NEPA environmental review processes.

Resolution No. _____
40th Street Multimodal Project – Fall 2025 Update (CEQA Description) City Council Meeting | November 18, 2025

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Resolution No. _____
40th Street Multimodal Project – Fall 2025 Update (CEQA Description) City Council Meeting | November 18, 2025

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ADOPTED, by the City Council of the City of Emeryville at a Regular Meeting held November 18, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

MAYOR
ATTEST: APPROVED AS TO FORM:

CITY CLERK CITY ATTORNEY

ATTACHMENTS
▪ Attachment A – Project Description
City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: November 18, 2025
TO: LaTanya Bellow, City Manager
FROM: Jeff Jennings, Police Chief
SUBJECT: RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE

APPROVING AND ACCEPTING THE EMERYVILLE POLICE
DEPARTMENT’S 2025 ANNUAL MILITARY EQUIPMENT USE REPORT
PURSUANT TO GOVERNMENT CODE SECTION 7071 AND
RENEWING CITY OF EMERYVILLE ORDINANCE NO. 22-006
“APPROVING EMERYVILLE POLICE DEPARTMENT POLICY MANUAL
POLICY 707- MILITARY EQUIPMENT”

RECOMMENDATION
Staff recommends that the City Council approve and adopt the attached resolution approving and accepting the Police Department’s 2025 Annual Military Equipment Report (Annual Report) pursuant to Government Code Section 7071 and renewing Ordinance No. 22-006 “Approving Emeryville Police Department Policy Manual Policy 707-Military Equipment.”

BACKGROUND
Effective January 1, 2022, Assembly Bill 481 (codified in Government Code Section 7070 et seq.) requires legislative bodies to adopt ordinances approving military equipment policies before law enforcement agencies can continue to engage in specified activities related to the use of what the State Legislature has defined as “military equipment” in Government Code Section 7070. The Emeryville Police Department Military Equipment Policy was introduced and first read on July 19, 2022, and passed and adopted by the City Council by Ordinance No. 22-006, on September 6, 2022.

Government Code Section 7071(e)(1) states that the City Council shall review any ordinance that it has adopted pursuant to this section approving the funding, acquisition, or use of military equipment at least annually and, subject to paragraph (e)(2), to vote on whether to renew the ordinance at a regular meeting.

Paragraph (e)(2) of Government Code Section 7071 states that the City Council shall determine, based on an annual report, whether each type of military equipment identified in that report has complied with the standards for approval set forth in subdivision (d) of Section 7071, which reads as follows:
▪ The military equipment is necessary because there is no reasonable alternative that can achieve the same objective of officer and civilian safety.

EPD Policy 707: Military Equipment
City Council Meeting | November 18, 2025

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▪ The proposed military equipment use policy will safeguard the public’s welfare, safety, civil rights, and civil liberties.
▪ If purchasing the equipment, the equipment is reasonably cost-effective compared to available alternatives that can achieve the same objective of officer and civilian safety.
▪ Prior military equipment use complied with the military equipment use policy that was in effect at the time, or if prior uses did not comply with the accompanying military equipment use policy, corrective action has been taken to remedy nonconforming uses and ensure future compliance.

If the City Council determines that a type of military equipment identified in its annual military equipment report has not complied with the standards for approval set forth above, the City Council shall either disapprove a renewal of the authorization for that type of military equipment or require modifications to the military equipment use policy in a manner that will resolve the lack of compliance.

To facilitate the orderly annual ordinance review referenced above, Government Code Section 7072 requires that any law enforcement agency that receives approval for a military equipment use policy pursuant to Section 7071 shall submit to the City Council an annual military equipment report for each type of military equipment approved by the governing body within one year of approval, and annually thereafter for as long as the military equipment is available for use. The law enforcement agency shall also make each annual military equipment report required by this section publicly available on its internet website for as long as the military equipment is available for use. The annual military equipment report shall, at a minimum, include the following information for the immediately preceding year for each type of military equipment:
▪ A summary of how the military equipment was used and the purpose of its use. ▪ A summary of any complaints or concerns received concerning the military equipment. ▪ The results of any internal audits, any information about violations of the military equipment use policy, and any actions taken in response. ▪ The total annual cost for each type of military equipment, including acquisition, personnel, training, transportation, maintenance, storage, upgrade, and other ongoing costs, and from what source funds will be provided for the military equipment in the calendar year following submission of the annual military equipment report. ▪ The quantity possessed for each type of military equipment. ▪ If the law enforcement agency intends to acquire additional military equipment in the next year, the quantity sought for each type of military equipment.

A copy of the Emeryville Police Department’s Annual Report is attached hereto as Exhibit A.

DISCUSSION
As noted above, Government Code section 7071 requires law enforcement agencies to obtain the approval of the City Council, by adoption by ordinance of a Military Equipment EPD Policy 707: Military Equipment
City Council Meeting | November 18, 2025

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Use Policy, prior to taking certain actions relating to the funding, acquisition, or use of military equipment.

The City Council introduced and adopted on first reading Ordinance No. 22-006 “Approving Emeryville Police Department Policy Manual Policy 707- Military Equipment” on July 19, 2022. During the July 19th meeting, the Council took comments from the public and discussed the ordinance and involved policy. Since the first reading on July 19, 2022, and the final adoption on September 6, 2022, the police department has not acquired any equipment that qualifies as military equipment as defined in AB 481.

The Annual Report will be posted on the City’s website after City Council approval of the associated resolution. Policy 707 has been continuously posted on the City website since adoption.

The Annual Report is meant to provide yearly information about each type of military equipment that was approved by Council. In Emeryville, the only military equipment currently possessed by the Police Department are forty-one (41) semi-automatic rifles.

The Annual Report contains a summary of how equipment was used, any complaints or concerns received about the equipment, and any associated costs related to the equipment’s use. For this reporting period, no new military equipment was purchased, the equipment was only utilized for minimal and/or training purposes, and all costs were contained within budget appropriations.

On October 7, 2025, the City Council conducted a Study Session on the use of Unmanned Arial Systems (UAS) by the Police Department. At the study session, the City Council gave direction to the Police Department to pursue the acquisition of UAS for public safety purposes which is reflected under “Acquisition of Additional Military Equipment” in the Annual Report.

Since there have been no changes in the types or use of military equipment held by the Police Department in the past year, all the findings made by the Council in support of the adoption of Policy 707 in 2022 should remain unchanged. As such, staff recommends that both the Annual Report and Ordinance and Policy 707 be renewed for another year by way of a resolution finding that the Annual Report has been prepared in accordance with legal requirements and that there have been no changes to the policy, and no immediate plans to acquire any additional military equipment. The adoption of a new ordinance is not needed at this time.

FISCAL IMPACT
There is no fiscal impact related to this item.

STAFF COMMUNICATION WITH THE PUBLIC
There has been no staff communication with the public.

EPD Policy 707: Military Equipment
City Council Meeting | November 18, 2025

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CONFLICT OF INTEREST
There is not conflict of interest related to this item.

CONCLUSION
Staff recommends that the City Council adopt the attached Resolution, approving and accepting the Emeryville Police Department’s Annual Military Equipment Report pursuant to Government Code Section 7071 and renewing City of Emeryville Ordinance No. 22- 006 “Approving Emeryville Police Department Policy Manual Policy 707-Military Equipment.”
PREPARED BY: John Kennedy, City Attorney
Fredrick Dauer, Acting Captain

APPROVED AND FORWARDED TO THE
CITY COUNCIL OF THE CITY OF EMERYVILLE:

LaTanya Bellow, City Manager

ATTACHMENTS
▪ Draft Resolution
▪ Exhibit A – Police Department 2025 Annual Report Inventory List RESOLUTION NO.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE APPROVING AND ACCEPTING THE EMERYVILLE POLICE DEPARTMENT’S 2025 ANNUAL

MILITARY EQUIPMENT USE REPORT PURSUANT TO GOVERNMENT CODE SECTION 7071 AND RENEWING CITY OF EMERYVILLE ORDINANCE NO. 22-006 “APPROVING EMERYVILLE POLICE DEPARTMENT POLICY MANUAL POLICY 707- MILITARY EQUIPMENT”
WHEREAS, Government Code Section 7071 et seq. codifies Assembly Bill 481 and requires legislative bodies to adopt ordinances approving military equipment use policies before law enforcement agencies can continue to engage in activities related to the use of military equipmentClick to start typing . . .; and
WHEREAS, the Emeryville Police Department has a very limited amount of “military equipment” in its inventory (41 semi-automatic rifles) which are not often used, and intends to add Unmanned Arial Systems (UAS) to the inventory in the coming yearClick to start typing . . .; and
WHEREAS, the Emeryville Police Department may engage in limited critical public safety activities in coordination with other jurisdictions in possession of military equipment on police-related matters, including safeguarding the public’s welfare and safety, working on regional task forces, conducting training exercises, providing mutual aid and responding to emergenciesClick to start typing . . .; and
WHEREAS, Emeryville Military Equipment Policy 707 establishes a military equipment use policy that is consistent with Police Department’s current practices, complies with the requirements of the Government Code, will continue to ensure ongoing regulation and compliance with the law going forward and will continue to provide a means of community engagement and transparency regarding the use of military equipment by the Department; and
WHEREAS, Government Code Section 7071 requires the City Council to conduct an annual review of its ordinance approving the City’s Military Equipment Policy and to vote on whether to renew the ordinance; and
WHEREAS, in order to facilitate the aforesaid ordinance review, the City Council is also required to conduct an annual review of the Police Department’s 2025 Annual Report on military equipment prepared and submitted pursuant to Sections 7071 and 7072 of the Government Code; and
WHEREAS, notice of the Council’s consideration of both Ordinance No. 22-006 and the 2025 Annual Report have been provided in accordance with applicable law; and WHEREAS, the City Council desires to find that the 2025 Annual Report on military equipment contains the information required by Government Code Section 7072; and Resolution No. _____
EPD Policy 707: Military Equipment
City Council Meeting | November 18, 2025

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WHEREAS, the City Council has also reviewed and desires to renew Ordinance 22- 006; now, therefore, be it
RESOLVED, that the City Council of the City of Emeryville hereby finds:
▪ The above recitals are true and correct and are incorporated herein. ▪ The 2025 Annual Report referenced in the above recitals and attached to the staff report prepared for the City Council’s consideration is incorporated herein by reference.
▪ The 2025 Annual Report is approved and accepted.
▪ Ordinance 22-006 is hereby renewed and remains in effect.

ADOPTED, by the City Council of the City of Emeryville at a regular Meeting held November 18, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

MAYOR
ATTEST: APPROVED AS TO FORM:

CITY CLERK CITY ATTORNEY

ATTACHMENTS
▪ Exhibit A – EPD 2025 Annual Report Inventory List Click or tap here to enter text.

Emeryville Police Department – 2025 Annual Report
Military Equipment Inventory
The only Military Equipment owned by the City of Emeryville are 42 semi-automatic rifles. State law defines “Category 10 Military Equipment” as specialized firearms and ammunition of less than .50 caliber, including assault weapons as defined in Sections 30510 and 30515 of the Penal Code, with the exception of standard issue service weapons and ammunition of less than .50 caliber that are issued to officers, agents, or employees of a law enforcement agency or a state agency1. While these 42 rifles are standard issue service weapons, neighboring jurisdictions have included them in their Military Equipment Inventory and staff recommended their inclusion in the City’s Inventory for consistency with surrounding jurisdictions and to promote transparency consistent with the intent of AB 481.

Pursuant to Government Code Section 7071, the law enforcement agency shall submit to the City Council an annual military equipment report of military equipment approved by the governing body within one year of approval, and annually thereafter for as long as the military equipment is available for use. The following six (6) categories are required as part of the annual reporting requirements.

1. Purpose and Use
The rifles are used as a precision weapon when sworn personnel reasonably anticipate an armed encounter, to address threats that may be protected by body armor or where the distance prevents a handgun from proficiently or effectively addressing the threat.

Emeryville Policy Department policies “300-Use of Force” and “305-Firearms” describe authorized use of the rifle.

The use of the patrol rifles was consistent throughout this annual reporting period. The patrol rifles are taken out on patrol regularly during this reporting period by officers assigned to patrol operations. Officers carry the patrol rifles in their assigned patrol vehicles, in a locked cradle, during their shift.

2. Complaints
The Department proactively seeks feedback and complaints related to the used of the identified military equipment. During this reporting period, the Department did not receive any complaints or feedback on the use of the patrol rifles.

3. Internal Audits
1 This inventory includes weapons personally owned by officers but deployed for official use in the course of duty.

All sworn personnel deploying these rifles must have completed a 16-hour POST (Peace Officer Standards and Training) certified “Firearms/Tactical Rifle” course. Annual qualification requirements are described in Emeryville Police Department policy “305- Firearms”. In addition, POST requires 4 hours of training every two years.

During the officer’s training, each patrol rifle was inspected as part of the safety evaluation and audit systems. No violations of the patrol rifle safety standards or military use policy were identified during this reporting period.

4. Annual Cost & Fiscal Impact
The expected lifespan for each patrol rifle is projected to be 5-15 years. The annual cost is detailed below:
• Colt AR-15 and Colt M4: Initial cost - $999; annual maintenance – approximately $50
• Smith & Wesson M&P-15: Initial cost - $899; annual maintenance - approximately $50
• Bravo Company MFG M-4, Colt LE Carbine, Noveske N4, Noveske N15, Rock River Arms LAR-15, TriArc TSR15 and Spike’s Tactical ST15: Initial cost - personally owned/purchased; annual maintenance - approximately $50

5. Quantity, Description, and Capabilities
The quantity of patrol rifles possessed is as follows:
• 19 Colt AR-15 rifles; 5 Colt M4 rifles; 12 Smith & Wesson M&P-15 rifles; 1 Bravo Company MFG M-4 rifle; 1 TriArc TSR15; 1 Noveske N4 rifle; 1 Noveske N15 rifle; 1 Rock River Arms LAR-15 rifle; 1 Spike’s Tactical ST15 rifle (total: 42 AR-15 style rifles)
• These rifles are 16” barrel AR-15 platform rifles. The rifles are gas operated, semi-automatic rifles with the ability to be fired from shoulder level. The rifles include a collapsible stock and 30 round magazine and are chambered for .223 or 5.56 caliber.
• These rifles can be fired from shoulder level and have a long spirally grooved barrel intended to make bullets spin. The rifle barrel’s design provides greater accuracy over a long distance. The rifles also have the ability to defeat soft body armor.

6. Acquisition of Additional Military Equipment
The Department intends to acquire Unmanned Aerial Systems (UAS) for use in public safety and disaster response incidents. The UAS would include two systems; one UAS designed for extended outdoor flight and arial view capabilities, as well as smaller UAS capable of indoor operations.

City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: November 18, 2025
TO: LaTanya Bellow, City Manager
FROM: Chadrick Smalley, Community Development Director
SUBJECT: RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE

ADOPTING THE EMERYVILLE BLACK, INDIGENOUS, AND PEOPLE
OF COLOR (“BIPOC”) SMALL BUSINESS SUPPORT PROGRAM

RECOMMENDATION
Staff recommends that the City Council adopt the above-entitled resolution approving the City of Emeryville’s Black, Indigenous, and People of Color (“BIPOC”) Small Business Support Program.

BACKGROUND
On May 16, 2023, the City Council held a Study Session to establish its Fiscal Year 2024 goals, including the creation of a BIPOC Small Business Support Program. This goal was reaffirmed during the City Council’s March 21, 2025, strategic planning session as part of the multi-year goal “Dynamic and Growing Businesses”. Between September 2023 and May 2024, the Economic Development Advisory Committee (“EDAC”) brainstormed ideas, outreach methods, and programs aligned with this priority, and explored best practices from other cities and organizations, reviewed demographic and business data, and identified potential partners such as the Hope Foundation, ESO Ventures, and BMO Bank.

On December 4, 2024, the City entered into a contractual agreement with Northeastern University to conduct a qualitative and exploratory needs assessment designed to uncover issues that can guide initial steps in supporting the BIPOC small business community.

Meanwhile, in 2023, the Metropolitan Transportation Committee (“MTC”) adopted a regional Transit-Oriented Communities (“TOC”) Policy and subsequently published TOC administrative guidelines in 2024. MTC’s TOC Policy seeks to support the region’s transit investments by creating communities around transit stations and along transit corridors that not only support transit ridership, but also are places where Bay Area residents of all abilities, income levels, and racial and ethnic backgrounds can live, work and access services, such as education, childcare, and healthcare. The adoption of a commercial stabilization policy is one of the policy requirements a local jurisdiction must adopt to meet TOC compliance and be eligible for regional transportation funding.

BIPOC Small Business Support Program
City Council Meeting | November 18, 2025

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DISCUSSION
In 2024, the City began collecting demographic data on businesses to gather a baseline of information on the pool of BIPOC businesses in Emeryville. In 2025, staff have identified approximately 875 active businesses in Emeryville (not including home occupations and landlords), of which 487 have provided demographic information to the City during the business license process. Of those 487 businesses, 343 businesses indicate the Owner/CEO’s race/ethnicity as BIPOC, or as the business having multiple owners.

Chart A: Distribution of Emeryville Business Owner/CEO’s Race and Ethnicity Needs Assessment
Northeastern University researchers conducted a needs assessment from January through June 2025, including interviews, focus groups, and review of successful programs, and presented their findings and recommendations (Attachment 1) to the EDAC on July 16, 2025. Northeastern University’s needs assessment was qualitative and exploratory. The guiding goals of the needs assessment were:
▪ Engage directly with the Emeryville small business owners that identify as BIPOC. ▪ Identify specific obstacles members of these communities may have when operating a business in Emeryville.
▪ Determine what changes may need to be made, if any, to make Emeryville a more positive environment for BIPOC businesses.

The following findings were identified by those small businesses that identify as BIPOC that participated in the interviews and focus group discussion:

American Indian/Alaskan Native
Native Hawaiian/Pacific Islander
Latino/Hispanic
Multi-Racial
African American/ Black
Multiple Owners
Asian/Asian American
Other
No Response
White
Decline to State
0 50 100 150 200 250 300
Distribution of Owner/CEO Race/Ethnicity
BIPOC Small Business Support Program
City Council Meeting | November 18, 2025

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▪ Emeryville had many positive traits such as location, safety, transportation options, and community feel.
▪ Few BIPOC business owners noted experiencing outright discrimination, but many expressed concerns that their specific needs are often overlooked and that City resources are not always visible or easily accessible.
▪ Opinions on City responsiveness divided sharply based on personal experience, with those having positive experiences significantly shaping perceptions of Emeryville as a business-friendly environment.

The following obstacles were identified by those small businesses that identify as BIPOC that participated in the interview and focus group discussions:
▪ Complexity of the permitting process leads to unnecessary delays. ▪ A fear of displacement due to rising operating costs and unaffordable space to operate their business.
▪ Limited city-led promotion of small businesses and those that operate outside established retail corridors.
▪ A need for targeted support and centralized information.

Northeastern University reached out to officials from various Bay Area communities and studied small business support programs from across the nation. Most programs were not “BIPOC” specific programs but would nevertheless help BIPOC businesses.

Research identified the following best practices:
▪ Design small business support programs with an equity lens that targets underresourced areas, provides low barriers to entry, and utilizes many avenues to promote small business programs and events.
▪ Leverage partnerships with community affiliate organizations that target/focus on the support of BIPOC businesses (i.e. Oakland Vietnamese Chamber of Commerce, San Francisco Black Chamber of Commerce, etc.).
▪ Raise the profile of the Economic Development & Housing (‘EDH”) staff by providing extensive “face time” to small businesses, create a concierge program where Economic Development staff advocate with other City departments in support of small businesses, and train all City staff to know who to refer small business-related inquiries or concerns to.
▪ Additional approaches tested in other jurisdictions include micro-granting programs, assisting businesses with publicity and social media, enhanced partnership with business support organizations, identifying navigators to assist non-native speakers in accessing services, targeted procurement and developing business incubators.

Based on the data gathered from the best practices research and BIPOC interviews and focus group discussions, Northeastern University provided the following recommendations for Emeryville:

BIPOC Small Business Support Program
City Council Meeting | November 18, 2025

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▪ Expand Outreach to non-Emeryville Business Organizations: partner with cultural affiliate business organizations in local cities whose clientele extends to Emeryville and identify businesses with an Oakland/Emeryville crossover that may be able to target Oakland’s local business programs.
▪ Increase Department Footprint: increase staff time devoted to small businesses, conduct internal outreach to City staff and officials to encourage small business to connect with Community Development Department staff and design a high-profile program that can both assist small businesses and increase the Department’s name recognition.
▪ Follow up With Contacts from the Study: many small business participants and local colleagues have ideas worth exploring and would be interested in further conversation with the City.

BIPOC Small Business Support Program
In response to the needs assessment and numerous discussions with EDAC, staff drafted a flexible BIPOC Small Business Support Program aimed at addressing these findings, leveraging current resources while allowing the program to evolve as additional needs are identified, while also ensuring the City complies with the TOC commercial stabilization policy requirement. The program is designed to be iterative and is divided into:
▪ Actions that the City can undertake in the near term that are responsive to the identified needs of the BIPOC business community;
▪ Exploration into topics and interventions that require further analysis; and ▪ Monitoring the qualitative and quantitative measures of success of the actions and developing a mechanism for periodic revision of the program based on those metrics and the results of the Explorations.

Below is a summary of the various components of the BIPOC Small Business Support Program (Exhibit A to the Draft Resolution)
Action Programs
▪ Business Aide Program: This program formalizes business “concierge” services that have been provided on an ad-hoc and informal basis to date. An EDH staff member would be designated the “Emeryville Business Aide” and promoted as a single point of contact for the business community for any needs they have. The Business Aide would prioritize responsiveness to inquiries from businesses, with a top priority for small businesses requesting assistance and/or information. The Business Aide program would allow the City to meet compliance with the TOC commercial stabilization policy. This program could begin implementation in January 2026, utilizing an existing staff member.

BIPOC Small Business Support Program
City Council Meeting | November 18, 2025

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▪ Business Outreach Program: EDH staff would systematically conduct outreach to the existing and new business community with an intentional focus on BIPOC-owned businesses. The key message for these visits is 1) the City welcomes your business, 2) the City is interested in helping you achieve your business objectives, and 3) the Business Aide is available as a single point of contact for any inquiries or information.

This program could begin implementation in January 2026, utilizing an existing staff member.
▪ Business Onboarding Portal: This program would consist of building a virtual portal on the City’s website that is prominently featured (for ease of navigation) that comprehensively provides all information a business needs to locate or grow in Emeryville. This program could temporarily be developed on the City’s existing website by Spring 2026 and then potentially upgraded later through the procurement of a virtual portal platform.
▪ Cultural Heritage Event Support Program: This program provides City monetary and promotional support for cultural heritage events focused on supporting BIPOCowned small businesses. The City would develop a “request for expressions of interest” to produce cultural heritage events and circulate it to businesses and business associations, including not only the Emeryville Commerce Connection (“ECC”) but also non-Emeryville cultural affiliate business organizations. Using the “expression of interest” method will allow for flexibility in determining the level of City support to be provided based on the number and quality of responses. A draft Request for Expression of Interest can be prepared for release in Spring 2026.

Exploration Topics
▪ Permit Process Evaluation: The Needs Assessment identified permitting as a concern of study participants. Through follow-up conversations with study participants and the Business Outreach Program, staff will identify areas in the permitting process that can be improved.
▪ Operational Costs Discussion: Participants in the Needs Assessment cited difficulty with finding affordable real estate in Emeryville and expressed fears of being priced out due to operating expenses. Through the Business Outreach Program, staff will gather further information on this concern and evaluate additional steps the City could take to address such concerns.

BIPOC Small Business Support Program
City Council Meeting | November 18, 2025

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▪ Targeted Marketing Opportunities: The Needs Assessment cited a lack of City-led promotion for BIPOC small businesses. While the Cultural Heritage Events Program is designed in part to address this concern, the City can explore additional promotional support specifically for BIPOC small businesses through the implementation of the Marketing Program. The Marketing Program, which is nearing launch, is designed to market the City generally to commercial audiences (i.e. decisionmakers at businesses) as a good place to do business through a purpose-built website and social media campaign.
▪ Organization Partnerships: The Needs Assessment recommends outreach to cultural affiliate non-Emeryville business organizations and partnership with the ECC to provide networking opportunities targeted at BIPOC small businesses. These discussions can be initiated through the Cultural Heritage Events Program and expanded into further partnerships. Additionally, to strengthen program delivery, staff intends to collaborate with key partners including the U.S. Small Business Administration (SBA), the East Bay Small Business Development Center (SBDC), and the ECC. These partnerships will help expand access to federal and regional resources, enhance training opportunities, and ensure local businesses receive comprehensive support.

Monitoring Metrics and Periodic Revisions
▪ Quantitative Metrics: To ensure program elements are responsive to business needs, the City should establish and monitor outputs and outcomes for performance and revise program elements in response. In 2024, the City began collecting demographic data on businesses in Emeryville and will continue to expand the collection of data outputs and outcomes to understand the utilization of the program support services and impact on BIPOC small businesses.
▪ Qualitative Metrics: To ensure the program elements meet the needs of the BIPOC Business community, the city will administer a survey on an annual basis to gather information on business perceptions and conduct an annual BIPOC Small Business Roundtable event.

Staff propose to implement the BIPOC Small Business Support Program as a pilot program over a 24-month timeframe and return to the EDAC and City Council with a report on the program’s success, metrics, and recommended revisions.

FISCAL IMPACT
Approval of the BIPOC Small Business Support Program does not represent any fiscal impact. If Economic Development Funds (Fund 202) are identified to support the Program in the future (including support of Cultural Heritage Events), such action will be taken pursuant to the City’s purchasing policy.

STAFF COMMUNICATION WITH THE PUBLIC
City staff and Northeastern University have communicated the overall goals of BIPOC Small Business Support Needs Assessment with many Emeryville businesses and staff at local jurisdictions throughout the needs assessment process. Additionally, staff have BIPOC Small Business Support Program
City Council Meeting | November 18, 2025

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discussed the BIPOC Small Business Support Program with the EDAC over the course of the past year, and on September 17, 2025, the EDAC recommended the City Council adopt the BIPOC Small Business Support Program.

CONFLICT OF INTEREST
There are no known conflicts of interest associated with this item.

CONCLUSION
The proposed BIPOC Business Support Program aligns with Emeryville’s goals of fostering an inclusive and equitable business environment. Staff recommends that City Council adopt the proposed BIPOC Small Business Support Program.

PREPARED BY: Valerie Bernardo, Economic Development & Housing Manager and Niwonna Jones, Management Analyst

APPROVED AND FORWARDED TO THE
CITY COUNCIL OF THE CITY OF EMERYVILLE:

LaTanya Bellow, City Manager

ATTACHMENTS
▪ Attachment A – Northeastern University Needs Assessment Presentation ▪ Draft Resolution
▪ Exhibit A – BIPOC Small Business Support Program
6/30/25
1 Supporting BIPOC-owned
Businesses in Emeryville
1 Project Goal – Listening to BIPOC Entrepreneurs
• Engage directly with Emeryville small business owners who identify as Black, Indigenous, or People of Color (BIPOC) • Identify what specific obstacles members of these communities may have when operating a business in the city
• Determine what changes may need to be made, if any, to make Emeryville a more positive environment for these businesses 2 ATTACHMENT 1
6/30/25
2 Core Findings
• BIPOC business owners highlighted that Emeryville had many positive traits: location, community feel, safety, and transportation options • Few BIPOC business owners noted experiencing outright discrimination, but many complained of a lack of focus on their concerns and felt that the obstacles they faced went unaddressed by the city
• Opinions on city responsiveness divided sharply based on personal experience, with those having a positive interaction with city officials substantially more likely to consider Emeryville a good business environment 3 Methodology
4 6/30/25
3 Study Design
• Outreach to current, former, or prospective Emeryville small business owners who identify as BIPOC
• Interviews conducted by Principal Investigators and intensively trained undergraduate and graduate students
• Focus group conducted by experienced mediator
• Research regarding policies and practices of similarly situated cities 5 Interview Population
• City-provided list of contacts as a starting point
• Snowball sampling technique – referrals from participant population • Yelp listings for businesses that may be BIPOC owned
o Special focus on discrete populations – Asian restaurants, etc. • BIPOC business owners from Oakland area who participated in Northeastern business development events
• 206 total business owners contacted, 16 interviewed, 5 focus group participants
6 6/30/25
4 Interview Process
• Interviews held in person and on Zoom from March through June 2025 • Recorded for transcription with participants' consent • Questions explored:
o Business background and consideration of Emeryville as a location o Experiences in Emeryville and interactions with the city government o Specific challenges as a BIPOC entrepreneur
o Ideas for additional support from city
• Flexible interview protocol – focus on areas where participant most interested 7 Interview Analysis
• Interviewers drafted detailed notes/transcripts of each conversation • Team of researchers analyzed all transcripts and interview notes • Researchers used Otter AI for transcriptions and to identify themes across multiple interviews
• Interview results used to guide focus group session and to inform policy research
8 6/30/25
5 Focus Group
• 90-minute meeting via Zoom call with 5 BIPOC business owners • Industries represented included medical services, restaurant, and retail • Conversations reflected learnings from interviews, but deepened themes of discussions of challenges faced and possible changes for city to implement • Transcribed using Otter AI, creating script and meeting summary • A Miro board was created to highlight relevant and recurring insights 9 Interview and Focus
Group Findings
10 6/30/25
6 Location and Safety Prized
• Interviewers loved the proximity to San Francisco, Oakland, Berkeley, and other local cities
• Interviewees often cited Emeryville's real and perceived safety advantages over Oakland and other neighboring communities
• Emery-Go-Round repeatedly was praised in the focus group and the interviews for providing reliable access to the city for their employees and customers "For safety concerns, for ease of access to freeways and commerce, I think Emeryville has always been a better choice for me."
11 Small-town Feel
"I love the small-town
experience."
• Businesses have regular patrons and positive
interactions with their neighbors that help foster
community ties
• Relatively small size of Emeryville gives an
opportunity for businesses to get to know their
customers better compared to surrounding cities
• For some businesses, the Emeryville Commerce
Connection acts as a valuable source of
community
12 6/30/25
7 Fears of Being Priced Out
"It's expensive to
operate a business in
Emeryville."
• Interviewees found it difficult to find a suitable
location within Emeryville that was affordable
• Many fearful of getting priced out due to operating
expenses
• Despite the cost, interviewees wish to stay due to
Emeryville's positive qualities
13 Many Praise City's Responsiveness
"The way the City Council
runs the city, just much
more organized, small
business, friendly, small
business supportive."
• Many interviewees found their interactions with specific city representatives extremely positive, particularly when siting their business in the city
• These interactions shaped attitudes about the city. Those who spoke of positive experiences with city staff were much more likely to find the city well run.
• Even those more positively disposed toward the city, however, sometimes reported frustration with wait times and
"bureaucracy"
14 6/30/25
8 Permitting a Serious Concern
"I have a timeline that is
set to make sure we don't
go out of business. Yes, and
we damn near did, waiting
for the city to figure out
their clearance."
• Participants found the process for permitting confusing or subject to unnecessary delays
• Multiple interviewees criticized the city's "contracting out" process, which leaves them dealing with non-city employees who, it was felt, were not responsive to their needs
• One interviewee pointed out that BIPOC-run businesses often have less access to capital, which makes delays hit especially hard
15 Need for Centralized Information
"I should be able to go to
the city of Emeryville and
see, welcome....Are you
looking for business
financing? Are you looking
for Internet services? Are
you looking for furniture?"
• Multiple participants want a visible, easily accessible, centralized resource to find business support, programs, and resources • Many businesses were unaware of resources available to them and felt that what was they needed more promotion
• Focus group participants highlighted the need for a small-businessspecific "onboarding" portal with detailed information • That portal also could connect new businesses to established local businesses that might be able to support their needs
16 6/30/25
9 Lack of Visibility, not Discrimination
• One interviewee cited an incident in which it was felt that the police treated their clientele differently because of race/ethnicity o Other city staff were seen as very supportive
• Many interviewees were involved with Emeryville Commerce Connection, but some concerned that few people who "looked like [them]" would attend • While not citing overt discrimination, most BIPOC business owners identified a need for targeted support rarely provided by the city
17 Lack of City-Led Promotion
"I want the city to
understand where the
BIPOC businesses are,
what they're doing...and
then highlight these folks
in a way that brings
visibility."
• Participants stated that Emeryville is known for larger businesses and was more likely to prioritize their needs • This perception was particularly acute for businesses outside of established retail corridors like Bay Street
• Participants identified a desire for small-business-specific promotion
o Interviewees saw opportunities for promotion of BIPOCowned business during Black History Month or AAPI Heritage Month
o Interviewees also stated that city officials could highlight BIPOC businesses more often in publicity materials
18 6/30/25
10 Targeted Support and Resources
"I qualify right now for a
black-owned business
certification. I've been trying
for four years to figure out
who knows how to do
that...Nobody knows how
this works."
• BIPOC business owners report struggling to navigate business certifications aimed at underrepresented communities, with little help from the city
• Participants requested more support in accessing external grants and financial resources aimed at BIPOC businesses • Several indicated that an Emeryville grant program aimed at BIPOC entrepreneurs would be beneficial
• Participants cited programs in other cities that brought more assistance and publicity to BIPOC-owned businesses
their jurisdictions
19 Findings from Other
Cities
20 6/30/25
11 Insights from other Communities
• Researchers spoke with officials from San Francisco, Oakland, Hayward, and other Bay Area communities and studied programs across the nation • Most applicable programs we found were not "BIPOC" programs, but would nevertheless help BIPOC communities
• Some interesting ideas and "best practices" emerged from this research that may provide new ideas and will reinforce work already done by the city 21 Design programs with Equity Lens
• Target under-resourced areas by census block group, identifying areas lacking previous investment
• Design city programs with low barriers to entry, which benefits smaller businesses, often from BIPOC communities
• Recognize that program uptake may differ by time, with less established businesses adopting them later in the cycle
• Cities link to outside resources that support BIPOC businesses, use multiple languages, and make sure to use many avenues to promote programs and events 22 6/30/25
12 Partnerships are Key Drivers
• Larger cities leverage their partnerships with community affiliate organizations o Oakland Vietnamese Chamber of Commerce
o San Francisco Black Chamber of Commerce
o San Francisco Chinese Chamber of Commerce
• Emeryville lacks these organizations internally, so would need to be more creative
23 Raise Profile - Hayward Economic Development Program • Officials in Hayward leverage their four full-time staff members to provide extensive "face time" to small business, regularly visiting shops and restaurants • Hayward's business concierge program advocates with other city departments to smooth permit and other regulatory approvals
• "Train the trainer" approach used to attempt to ensure that all city staff know where to refer small business-related
24 6/30/25
13 Other Approaches
Other approaches that have been tested in jurisdictions include:
• Targeted procurement
• Micro-granting programs
• Navigators to assist non-native speakers access services • Business incubators
• Assistance with publicity/social media
• Enhanced partnership with business support organizations 25 Recommendations
26 6/30/25
14 Outreach to non-Emeryville Business Organizations
• Many cultural affiliate business organizations in local cities may have members whose businesses or clientele extend to Emeryville
o Groups may be a source of information
o Identify organizations with regional focus
• Partner with Emeryville Commerce Connection to ensure that more business development and networking opportunities are provided specifically for BIPOC entrepreneurs • City of Oakland programs have broader requirements for "local" businesses than other cities o Identify businesses with Oakland/Emeryville crossover that might be targeting Oakland city programs
27 Increase Department Footprint
• Increase staff time devoted to small businesses. Interns or students can be trained to assist with outreach
• Conduct internal outreach to city staff and officials to encourage small businesses to connect with the Community Development Department • Consider designing high-profile, yet inexpensive, programs that both assist small businesses and increase the Department's name recognition 28 6/30/25
15 Follow Up with Contacts from Study
• Many of participants in this study likely would be interested in further conversations, and have ideas worth exploring
• Outreach to colleagues in local cities dealing with similar challenges • Explore feasibility of some ideas suggested by participants:
o Clearer onboarding materials
o Advocacy to help BIPOC businesses get "noticed" and market their services o Increased networking opportunities for BIPOC business leaders 29 Thank you.
30 RESOLUTION NO.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE ADOPTING THE EMERYVILLE BLACK, INDIGENOUS, AND PEOPLE OF COLOR (“BIPOC”)

SMALL BUSINESS SUPPORT PROGRAM
WHEREAS, the City of Emeryville recognizes that small businesses play a vital role in promoting local economic growth, job creating, and community vitalityClick to start typing . . .; and
WHEREAS, Black, Indigenous, and People of Color (BIPOC) business owners have historically faced barriers to accessing capital, business networks, and technical support, resulting in economic disparities that persist within the City of Emeryville; and WHEREAS, the City of Emeryville seeks to advance economic equity and inclusion by supporting programs that create opportunities for underrepresented business owners; and
WHEREAS, the City Council identified support for BIPOC small businesses as a priority project within the 2025 Strategic Plan and finds that the establishment of the BIPOC Small Business Support Program aligns with the City’s goals of promoting equitable development opportunities while fostering an inclusive business environment; and WHEREAS, staff have conducted research, including interviews and a focus group, in collaboration with Northeastern University at Mills College, confirming strong community interest and need for such a program; and
WHEREAS, staff have prepared the BIPOC Small Business Support Program (Exhibit A) to provide targeted assistance to BIPOC-owned businesses and aspiring BIPOC entrepreneurs in EmeryvilleClick to start typing . . .; now, therefore, be it RESOLVED, that the City Council of the City of Emeryville hereby authorizes the establishment and implementation of the BIPOC Small Business Support Program, in substantial form as attached hereto as Exhibit A, as a two-year pilot program; and, be it, further
RESOLVED, that the City Manager, or designee, is hereby authorized to take all necessary actions to implement the BIPOC Small Business Support Program, including execution of partnership agreements, grant allocations, and budget adjustments consistent with the approved budget and purchasing policies; and, be it, further RESOLVED, that staff shall report back to the City Council twenty-four (24) months after program launch with outcomes, lessons learned, and recommendations regarding continuation and/or modification of the BIPOC Small Business Support Program.

Resolution No. _____
BIPOC Small Business Support Program
City Council Meeting | November 18, 2025

Page 2 of 2 ends

ADOPTED, by the City Council of the City of Emeryville at a Regular Meeting held November 18, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

MAYOR
ATTEST: APPROVED AS TO FORM:

CITY CLERK CITY ATTORNEY

ATTACHMENTS
▪ Exhibit A – BIPOC Small Business Support Program
BIPOC
Small Business
Support Program
Pilot

C I T Y O F E M E R Y V I L L E

C O M M U N I T Y D E V E L O P M E N T D E P A R T M E N T

E C O N O M I C D E V E L O P M E N T & H O U S I N G D I V I S I O N P R E P A R E D N O V E M B E R 2 0 2 5 BIPOC - Black, Indigenous & People of Color Exhibit A Decline to State

28.7%
White

16.5%
No Response

15.7%
Other

10.5%
Asian

10.3%
Multiple Owners

8.9%
Black

4.5%
Latino

1.9%
1 Background
BIPOC Small Business Support Program Pilot
Dynamic and Growing Businesses
Support for existing businesses and attracting new ones, diversity of business types, proactive engagement with business community
City Council Strategic Plan Goal #3
Mayor
David Moura
Vice Mayor
Sukdeep Kaur
Councilmember
Khalimah Priforce
Councilmember
Mathew Soloman
Councilmember
Courtney Welch
On May 16, 2023, the City Council held a Study Session to establish its Fiscal Year 2024 goals, including the creation of a BIPOC Small Business Support Program which was reaffirmed during the City’s March 21, 2025, strategic planning session as part of the multi-year goal “Dynamic and Growing Businesses”.

City Council Strategic Plan Project #24: Build BIPOC Small Business Support Program
Emeryville Business Demographics
875 active businesses in Emeryville, excluding homebased businesses and residential landlords 487 active business provided demographic
information
343 business owners identified as BIPOC or as
having multiple owners
Defined Terms
BIPOC - Black, Indigenous and People Of Color
Small Business - Businesses with 55 employees or fewer. 2 Needs Assessment
BIPOC Small Business Support Program Pilot
Engage directly with the Emeryville small business owners that identify as BIPOC.

Goals
Identify specific obstacles members of these communities may have when operating a business in Emeryville.

Determine what changes may need to be made, if any, to make Emeryville a more positive environment for BIPOC businesses.

Core Findings
Recommendations
Expand Outreach to non-Emeryville Business Organizations: partner with cultural affiliate business organizations in local cities whose clientele extends to Emeryville and identify businesses with an Oakland/Emeryville crossover that may be able to target Oakland’s local business programs.

Increase Department Footprint: increase staff time devoted to small businesses, conduct internal outreach to city staff and officials to encourage small business connect with Community Development Department staff and design a high-profile program that can both assist small businesses and increase the Department’s name recognition.

Follow up with Contacts from the Study: many small business participants and local colleagues have ideas worth exploring and would be interested in further conversation with the City.

BIPOC business owners highlighted that Emeryville had many positive traits:
location, community feel, safety, and transportation options Few BIPOC business owners noted experiencing outright discrimination, but many complained of a lack of focus on their concerns and felt that the obstacles they faced went unaddressed by the city
Opinions on city responsiveness divided sharply based on personal experience, with those having a positive interaction with city officials substantially more likely to consider Emeryville a good business environment
3 Program Overview
This Program Outline is based on the recommendations in the Needs Assessment and is consequently intended to likewise be a starting point to build the capacity of the City in serving the BIPOC Small Business Community. This program is designed to be iterative and is divided into three sections:

Actions – activities the City can undertake in the near term that are responsive to the identified needs of the BIPOC business community and are designed to enhance the City’s ability to identify and address additional, specific needs that are as yet unknown.

Explorations – topics and interventions that require further analysis, which analysis will be advanced through implementation of the Actions.

Monitoring and Revisions – qualitative and quantitative measures of success of the Actions, and a mechanism for periodic revision of the program based both on those metrics and the results of Explorations.

ACTIONS

EXPLORATIONS

MONITORING &

REVISIONS
BIPOC Small Business Support Program Pilot
Staff have completed preliminary research and outreach, including a needs assessment conducted in partnership with Northeastern University at Mills College, which identified specific concerns of BIPOC-owned businesses in Emeryville. Based on these findings and demonstrated community interest, staff recommend proceeding with program development, partnership coordination, and resource allocation to launch the initial pilot phase.

BIPOC Small Business Support Program Pilot 4

ACTIONS
This program formalizes and increases the business outreach activity by City staff that, to date, has been implemented informally and sporadically. Economic Development and Housing (“EDH”) staff would systematically conduct outreach to the business community, with an intentional focus on BIPOC-owned businesses.

Business Outreach Program
1 This will be facilitated by the City’s collection of demographic data on businesses, which commenced in 2024. Program elements include:

New Businesses
·Weekly review of new business license applications and initial contact to arrange “welcome visits”, either in person at the business, in person at City Hall, or teleconference, at the business owner’s preference. The goal is 100% coverage of new businesses, excluding home occupancy and landlord businesses. Staff’s experience suggests that approximately 30-50% of businesses contacted are responsive, if contacted twice via email. To better ensure coverage of BIPOC Small Businesses, businesses identified as such would also be contacted by phone and physical mail, if unresponsive to the initial emails.

New businesses would be informed of the EDAC and other committee opportunities, the ECC, the marketing program, and any industry-specific groups, opportunities or programs, and provided the Emeryville Business Aide contact information (see below).

Information collected would include general business information, the reasons the business chose Emeryville, number of employees, and any growth plans. Businesses will be added to the EDH business outreach email list.

The key message for these visits is 1) the City welcomes your business, 2) the City is interested in helping you achieve your business objectives, and 3) the Business Aide is available as a single point of contact for any inquiries and information.

Existing Businesses
A formal visitation program for existing businesses. Beginning with email contact (when available) and following up with phone and physical mailing, EDH staff would attempt to arrange visits or phone calls with an average of three existing businesses per week, with initial focus on the 173 businesses with ownership or leadership identifying as BIPOC, then the 170 businesses that are “potentially BIPOC” (i.e.“multiple owners”,“other”). Assuming a 50% response rate (based on staff’s experience) this would reach all self-identified BIPOC businesses responsive to contact in approximately eight months.

BIPOC Small Business Support Program Pilot 5

ACTIONS
This program formalizes business “concierge” services
that have been provided on an ad-hoc basis to date. An
EDH staff member would be designated the “Emeryville
Business Aide” and promoted as a single point of contact for the business community for any needs they have. The Business Aide would be empowered to contact
v
This program consists of building a virtual portal on
the City’s website that is prominently featured (for
ease of navigation) that comprehensively provides all
information a business needs to locate or grow in
Emeryville. The portal will include step-by-step
processes for establishing a business in Emeryville,
with direct contacts, links to forms, etc. as well as links 2 3
Emeryville Business Aide Program
Business On-Boarding Portal
any City department staff members, obtain information on behalf of the business, and facilitate acts and meetings as needed. The Business Aide would be trained on City permitting processes, regulations, and be provided with external resources available at the State and regional level, as applicable. The program would include training of existing City staff on expectations and the role of the Business Aide.

Specifically, the Business Aide would prioritize responsiveness to inquiries from businesses, with a top priority to small businesses requesting assistance and/or information. All inquiries would be answered within 24 hours, with an aim towards sameday responses whenever possible. to outside agencies and resources, as well as opportunities for engagement with advisory committees and existing City programs (e.g. community grants program, permit rebate program, etc.).
business organizations. Using the “expression of interest” method will allow for flexibility in determining the level of city support to be provided based on the number and quality of responses. Event proposals would be selected using criteria that includes (but is not limited to) the amount of positive economic impact on small businesses. An example of the type of events that could be supported would be the Bay Area Black Fashion Expo & Juneteenth Celebration, which was a cultural heritage event held at Bay Street that supported numerous small businesses with vendor opportunities. This program also provides a venue for additional collaboration opportunities with nonEmeryville cultural affiliate business organizations, as recommended by the Needs Assessment.

BIPOC Small Business Support Program Pilot 6

ACTIONS
Cultural Heritage Events Program
This program provides City monetary and promotional
support for cultural heritage events focused on
supporting BIPOC-owned small businesses. The city
would develop a “request for expressions of interest” to produce cultural heritage events and circulate it to
businesses and business associations, including not
only the ECC but also non-Emeryville cultural affiliate vv
4 7

EXPLORATIONS
The Needs Assessment identified permitting as a
concern of study participants. Confusion on process,
experiencing unnecessary delays, and responsiveness
were cited as concerns. Through follow-up conversations with study participants and the Business Outreach
Program, staff will identify areas in the permitting
process that can be improved.

The Needs Assessment cited a lack of City-led promotion for BIPOC small businesses. While the Cultural Heritage Events Program is designed in part to address this
concern, the City can explore additional promotional
support specifically for BIPOC small businesses through the implementation of the Marketing Program. This
program, which is nearing launch, is designed to market 1 3
Permit Process Evaluation
Targeted Marketing Opportunities
the City generally to commercial audiences (i.e. decisionmakers at businesses) as a good place to do business through a purpose-built website and social media campaign. As part of this, promoting the City’s diversity of businesses would fit within the established messaging of the program and provide more exposure to BIPOC small businesses. 2 Operational Cost Discussion
Participants in the Needs Assessment cited difficulty
with finding affordable real estate in Emeryville and
expressed fears of being priced out due to operating
expenses. Through the Business Outreach Program, staff
will gather further information on this concern and
evaluate whether the City could provide relief.

Depending on the scale and specific nature of these
vvvvv concerns, possible interventions could include a microlending program, the “solutions program” previously discussed by the EDAC, or a program to provide financial support to undercapitalized businesses for emergency situations.

The Needs Assessment recommends outreach to
cultural affiliate non-Emeryville business organizations and partnership with the ECC to provide networking
opportunities targeted to BIPOC small businesses. As
alluded to above, these discussions can be initiated
through the Cultural Heritage Events Program and
expanded into further partnerships.

Organization Partnerships
4 BIPOC Small Business Support Program Pilot
Quantitative metrics of performance could include:

Outputs
Number of businesses contacted through outreach program Number of visits conducted through outreach program
Number of businesses assisted through business aide program Number of businesses assisted by cultural events program Number of attendees at events funded by cultural events program Number of “hits” on business onboarding portal webpage
·Outcomes
Increased number of BIPOC small businesses
Increased employment by BIPOC small businesses
Increased sales by BIPOC small businesses
8 MONITORING & REVISIONS
Qualitative metrics of performance could include:
perception of the City as a place to do business generally perceived level of City support of BIPOC businesses specifically business owners’ opinions on the value of the program activities Data could be collected through:

Annual Survey
Annual BIPOC Small Business Roundtable Event
Quantitative Metrics
Qualitative Metrics
To ensure program elements meet the stated objective of supporting the BIPOC small business community, the City should establish and monitor metrics for performance and revise program elements in response. Through these metrics, the program can be evaluated and revised to meet its overall objective of supporting BIPOC Small Businesses.

BIPOC Small Business Support Program Pilot
Program Evaluation
Upon the end of the 2-year pilot, staff would bring back to the Economic Development Advisory Committee and City Council a report on the program’s successes, quantitative metrics, qualitative metrics, and recommended program revisions.

Program Activities
Jan
-
Mar
26 Apr
-
Jun
26 Jul
-
Sep
26 Oct
-
Dec
26 Jan
-
Mar
27 Apr
-
Jun
27 Jul
-
Sep
27 Oct
-
Dec
27 Business Support
Business Aide
On-Boarding Portal
Cultural Heritage Events
Permit Process Exploration
Operational Costs Discussion
Targeted Marketing
Organization Partnerships
Survey
Roundtable
9 Pilot Program Timeline
Implement of the BIPOC Small Business Support Program is as a pilot program over a 24-month timeframe. A report on the program’s success, metrics, and recommended revisions would be shared with the Economic Development Advisory Committee and City Council. The following timeline is an estimated projection of when program activities would occur.

BIPOC Small Business Support Program Pilot
10 Emeryville Staff
Chadrick Smalley Va Niwonna Joneslerie Bernardo
Community Development
Director
Management Analyst -
Economic Development &
Housing
Economic Development &
Housing Manager
Staff will continue to collaborate with the
Economic Development Advisory Committee
on this program throughout the pilot period.

Collaboration
BIPOC Small Business Support Program Pilot

Emeryville City CouncilNovember 18, 2025

Emeryville City Council
November 18, 2025