Agenda packet — San Marino City Council, February 14, 2024 (part 3 of 3)

San Marino - Circulation Study Future Near-term
3: Los Robles Ave & Wilson Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 3 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 45 15 587 88 3 522
Future Volume (veh/h) 45 15 587 88 3 522
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 46 15 599 90 3 533
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 2 22222
Cap, veh/h 59 19 1594 1351 42 1590
Arrive On Green 0.05 0.05 0.85 0.85 0.85 0.85
Sat Flow, veh/h 1284 419 1870 1585 2 1866
Grp Volume(v), veh/h 62 0 599 90 536 0
Grp Sat Flow(s),veh/h/ln1731 0 1870 1585 1868 0
Q Serve(g_s), s 3.1 0.0 6.2 0.8 0.0 0.0
Cycle Q Clear(g_c), s 3.1 0.0 6.2 0.8 5.3 0.0
Prop In Lane 0.74 0.24 1.00 0.01
Lane Grp Cap(c), veh/h 80 0 1594 1351 1633 0
V/C Ratio(X) 0.78 0.00 0.38 0.07 0.33 0.00
Avail Cap(c_a), veh/h 303 0 1594 1351 1633 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 41.8 0.0 1.4 1.0 1.4 0.0
Incr Delay (d2), s/veh 14.9 0.0 0.7 0.1 0.5 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.7 0.0 0.9 0.1 0.8 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.7 0.0 2.1 1.1 1.9 0.0
LnGrp LOS E AAAAA
Approach Vol, veh/h 62 689 536
Approach Delay, s/veh 56.7 2.0 1.9
Approach LOS E A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 80.0 80.0 8.6
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 75.5 75.5 15.5
Max Q Clear Time (g_c+I1), s 8.2 7.3 5.1
Green Ext Time (p_c), s 0.6 0.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 4.6
HCM 6th LOS A

Page 358 of 506 ends

San Marino - Circulation Study Future Near-term
4: Huntington Dr & Los Robles Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 839 3 523 1510 46 0 555 453 51 445 68 Future Volume (veh/h) 98 839 3 523 1510 46 0 555 453 51 445 68 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 103 883 3 551 1589 0 0 769 354 54 468 72 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 22222022222
Cap, veh/h 124 1381 5 623 1908 0 1147 486 200 1202 184
Arrive On Green 0.07 0.26 0.26 0.18 0.37 0.00 0.00 0.31 0.31 0.03 0.39 0.39 Sat Flow, veh/h 1781 5253 18 3456 5274 0 0 3741 1585 1781 3089 473 Grp Volume(v), veh/h 103 572 314 551 1589 0 0 769 354 54 268 272 Grp Sat Flow(s),veh/h/ln1781 1702 1867 1728 1702 0 0 1870 1585 1781 1777 1785 Q Serve(g_s), s 5.3 13.7 13.8 14.4 26.1 0.0 0.0 16.6 18.4 1.8 10.0 10.1 Cycle Q Clear(g_c), s 5.3 13.7 13.8 14.4 26.1 0.0 0.0 16.6 18.4 1.8 10.0 10.1 Prop In Lane 1.00 0.01 1.00 0.00 0.00 1.00 1.00 0.26
Lane Grp Cap(c), veh/h 124 895 491 623 1908 0 1147 486 200 691 694 V/C Ratio(X) 0.83 0.64 0.64 0.88 0.83 0.00 0.67 0.73 0.27 0.39 0.39 Avail Cap(c_a), veh/h 124 895 491 711 1908 0 2188 927 238 1224 1230 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.4 30.1 30.2 36.9 26.3 0.0 0.0 27.9 28.6 21.5 20.3 20.3 Incr Delay (d2), s/veh 34.7 3.5 6.3 10.7 4.4 0.0 0.0 0.7 2.1 0.3 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.5 5.9 6.9 6.9 10.9 0.0 0.0 7.3 7.1 0.8 4.1 4.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 77.2 33.6 36.4 47.6 30.7 0.0 0.0 28.6 30.7 21.8 20.6 20.7 LnGrp LOS E CDDC ACCCCC
Approach Vol, veh/h 989 2140 A 1123 594
Approach Delay, s/veh 39.1 35.1 29.3 20.8
Approach LOS DDCC
Timer - Assigned Phs 1 23456 8
Phs Duration (G+Y+Rc), s11.0 40.5 7.6 33.2 21.2 30.3 40.8 Change Period (Y+Rc), s 4.6 6.0 4.6 4.9 4.6 6.0 4.9
Max Green Setting (Gmax), s6.4 34.5 5.0 54.0 19.0 21.9 63.6 Max Q Clear Time (g_c+I1), s7.3 28.1 3.8 20.4 16.4 15.8 12.1 Green Ext Time (p_c), s 0.0 5.6 0.0 7.9 0.3 3.8 3.7
Intersection Summary
HCM 6th Ctrl Delay 32.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

Page 359 of 506 ends

San Marino - Circulation Study Future Near-term
5: El Molino Ave & Mission St Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 5 ends

Intersection
Intersection Delay, s/veh25.2
Intersection LOS D
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 139 79 151 447 125 179
Future Vol, veh/h 139 79 151 447 125 179
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles, % 2 22222
Mvmt Flow 145 82 157 466 130 186
Number of Lanes 1 10110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 2 0
Conflicting Approach RightNB EB
Conflicting Lanes Right 1 0 2
HCM Control Delay 12 36.5 12.6

HCM LOS B E B

Lane NBLn1 EBLn1 EBLn2 SBLn1
Vol Left, % 25% 100% 0% 0%
Vol Thru, % 75% 0% 0% 41%
Vol Right, % 0% 0% 100% 59%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 598 139 79 304
LT Vol 151 139 0 0
Through Vol 447 0 0 125
RT Vol 0 0 79 179
Lane Flow Rate 623 145 82 317
Geometry Grp 2772
Degree of Util (X) 0.897 0.296 0.14 0.458
Departure Headway (Hd) 5.183 7.371 6.146 5.207
Convergence, Y/N Yes Yes Yes Yes
Cap 698 487 582 690
Service Time 3.217 5.124 3.898 3.251
HCM Lane V/C Ratio 0.893 0.298 0.141 0.459
HCM Control Delay 36.5 13.2 9.9 12.6
HCM Lane LOS EBAB
HCM 95th-tile Q 11.4 1.2 0.5 2.4

Page 360 of 506 ends

San Marino - Circulation Study Future Near-term
6: Monterey Rd & El Molino Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 6 ends

Intersection
Intersection Delay, s/veh35.4
Intersection LOS E
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 65 111 34 40 512 22 65 173 18 14 31 14 Future Vol, veh/h 65 111 34 40 512 22 65 173 18 14 31 14 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 22222222222
Mvmt Flow 71 122 37 44 563 24 71 190 20 15 34 15
Number of Lanes 0 10010010010
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 1 1
Conflicting Approach LeftSW NE SE NW
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNE SW NW SE
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 13.3 54.5 16.4 11.3

HCM LOS B F C B

Lane NELn1NWLn1 SELn1SWLn1
Vol Left, % 25% 7% 31% 24%
Vol Thru, % 68% 89% 53% 53%
Vol Right, % 7% 4% 16% 24%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 256 574 210 59
LT Vol 65 40 65 14
Through Vol 173 512 111 31
RT Vol 18 22 34 14
Lane Flow Rate 281 631 231 65
Geometry Grp 1111
Degree of Util (X) 0.513 0.982 0.398 0.128
Departure Headway (Hd) 6.561 5.604 6.214 7.128
Convergence, Y/N Yes Yes Yes Yes
Cap 549 650 579 501
Service Time 4.61 3.604 4.264 5.2
HCM Lane V/C Ratio 0.512 0.971 0.399 0.13
HCM Control Delay 16.4 54.5 13.3 11.3
HCM Lane LOS C F B B
HCM 95th-tile Q 2.9 14.7 1.9 0.4

Page 361 of 506 ends

San Marino - Circulation Study Future Near-term
7: Granada Ave & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 7 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 28 1480 48 44 1859 97 247 151 79 114 44 8 Future Volume (veh/h) 28 1480 48 44 1859 97 247 151 79 114 44 8 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 29 1558 51 46 1957 102 260 159 83 120 46 8 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 39 2181 677 59 2178 113 411 217 617 187 65 9 Arrive On Green 0.02 0.43 0.43 0.03 0.44 0.44 0.39 0.39 0.39 0.39 0.39 0.39 Sat Flow, veh/h 1781 5106 1585 1781 4970 258 909 556 1585 329 166 24 Grp Volume(v), veh/h 29 1558 51 46 1339 720 419 0 83 174 0 0 Grp Sat Flow(s),veh/h/ln1781 1702 1585 1781 1702 1824 1465 0 1585 519 0 0 Q Serve(g_s), s 1.7 25.9 2.0 2.6 37.5 37.8 0.0 0.0 3.5 12.3 0.0 0.0 Cycle Q Clear(g_c), s 1.7 25.9 2.0 2.6 37.5 37.8 25.3 0.0 3.5 37.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.14 0.62 1.00 0.69 0.05
Lane Grp Cap(c), veh/h 39 2181 677 59 1492 799 627 0 617 261 0 0 V/C Ratio(X) 0.74 0.71 0.08 0.78 0.90 0.90 0.67 0.00 0.13 0.67 0.00 0.00 Avail Cap(c_a), veh/h 86 2189 679 104 1492 799 834 0 835 438 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 50.1 24.3 17.5 49.5 26.8 26.9 26.9 0.0 20.3 40.1 0.0 0.0 Incr Delay (d2), s/veh 9.9 1.3 0.1 8.2 8.8 15.3 1.3 0.0 0.1 2.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.8 10.4 0.7 1.3 16.4 19.1 8.8 0.0 1.3 4.5 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.0 25.6 17.6 57.6 35.7 42.1 28.2 0.0 20.4 43.1 0.0 0.0 LnGrp LOS E C B E D D C A C D A A
Approach Vol, veh/h 1638 2105 502 174
Approach Delay, s/veh 26.0 38.4 26.9 43.1
Approach LOS CDCD
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.9 51.2 45.1 8.0 50.1 45.1
Change Period (Y+Rc), s 4.6 6.0 4.9 4.6 6.0 4.9
Max Green Setting (Gmax), s5.0 45.2 54.3 6.0 44.2 54.3
Max Q Clear Time (g_c+I1), s3.7 39.8 27.3 4.6 27.9 39.6 Green Ext Time (p_c), s 0.0 5.1 3.1 0.0 13.0 0.9
Intersection Summary
HCM 6th Ctrl Delay 32.7
HCM 6th LOS C

Page 362 of 506 ends

San Marino - Circulation Study Future Near-term
8: Oak Knoll Ave & Monterey Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 8 ends

Intersection
Intersection Delay, s/veh32.8
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 246 16 0 295 71 25 366 4 33 198 24 Future Vol, veh/h 31 246 16 0 295 71 25 366 4 33 198 24 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 2 22222222222
Mvmt Flow 32 256 17 0 307 74 26 381 4 34 206 25
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 25.9 34.8 42.7 22.4

HCM LOS D D E C

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 6% 11% 0% 13%
Vol Thru, % 93% 84% 81% 78%
Vol Right, % 1% 5% 19% 9%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 395 293 366 255
LT Vol 25 31 0 33
Through Vol 366 246 295 198
RT Vol 4 16 71 24
Lane Flow Rate 411 305 381 266
Geometry Grp 1111
Degree of Util (X) 0.865 0.672 0.801 0.595
Departure Headway (Hd) 7.571 7.921 7.565 8.059
Convergence, Y/N Yes Yes Yes Yes
Cap 477 455 477 446
Service Time 5.642 6.001 5.64 6.141
HCM Lane V/C Ratio 0.862 0.67 0.799 0.596
HCM Control Delay 42.7 25.9 34.8 22.4
HCM Lane LOS E D D C
HCM 95th-tile Q 9 4.9 7.4 3.8

Page 363 of 506 ends

San Marino - Circulation Study Future Near-term
9: Huntington Dr & Oak Knoll Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 9 ends

Movement SBL SBR NEL NET SWT SWR
Lane Configurations
Traffic Volume (veh/h) 45 322 288 1342 1805 80
Future Volume (veh/h) 45 322 288 1342 1805 80
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 48 343 306 1428 1920 85
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 2 22222
Cap, veh/h 267 535 334 3834 2465 109
Arrive On Green 0.15 0.15 0.19 0.75 0.49 0.49
Sat Flow, veh/h 1781 1585 1781 5274 5181 221
Grp Volume(v), veh/h 48 343 306 1428 1303 702
Grp Sat Flow(s),veh/h/ln1781 1585 1781 1702 1702 1830
Q Serve(g_s), s 2.8 18.0 20.2 11.6 37.8 38.0
Cycle Q Clear(g_c), s 2.8 18.0 20.2 11.6 37.8 38.0
Prop In Lane 1.00 1.00 1.00 0.12
Lane Grp Cap(c), veh/h 267 535 334 3834 1674 900
V/C Ratio(X) 0.18 0.64 0.92 0.37 0.78 0.78
Avail Cap(c_a), veh/h 267 535 727 3834 1674 900
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 44.6 33.6 47.8 5.2 25.1 25.1
Incr Delay (d2), s/veh 0.3 2.6 4.3 0.3 3.6 6.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.3 19.4 9.3 3.7 15.7 17.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.9 36.2 52.1 5.4 28.7 31.8
LnGrp LOS D D D A C C
Approach Vol, veh/h 391 1734 2005
Approach Delay, s/veh 37.3 13.7 29.8
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s31.1 64.0 24.9 95.1
Change Period (Y+Rc), s* 8.6 5.0 6.9 5.0
Max Green Setting (Gmax), s* 49 32.5 18.0 90.1
Max Q Clear Time (g_c+I1), s22.2 40.0 20.0 13.6
Green Ext Time (p_c), s 0.3 0.0 0.0 31.0
Intersection Summary
HCM 6th Ctrl Delay 23.7
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Page 364 of 506 ends

San Marino - Circulation Study Future Near-term
10: St Albans Rd & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 10 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 168 1201 19 21 1702 22 137 230 19 36 48 31 Future Volume (veh/h) 168 1201 19 21 1702 22 137 230 19 36 48 31 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 181 1291 20 23 1830 24 147 247 20 39 52 33 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 207 2443 38 48 1985 26 433 735 623 229 290 623 Arrive On Green 0.12 0.47 0.47 0.03 0.38 0.38 0.39 0.39 0.39 0.39 0.39 0.39 Sat Flow, veh/h 1781 5180 80 1781 5194 68 1313 1870 1585 475 739 1585 Grp Volume(v), veh/h 181 848 463 23 1199 655 147 247 20 91 0 33 Grp Sat Flow(s),veh/h/ln1781 1702 1856 1781 1702 1858 1313 1870 1585 1213 0 1585 Q Serve(g_s), s 12.0 21.0 21.0 1.5 40.3 40.3 10.8 11.1 0.9 1.9 0.0 1.5 Cycle Q Clear(g_c), s 12.0 21.0 21.0 1.5 40.3 40.3 23.8 11.1 0.9 13.0 0.0 1.5 Prop In Lane 1.00 0.04 1.00 0.04 1.00 1.00 0.43 1.00
Lane Grp Cap(c), veh/h 207 1606 876 48 1301 710 433 735 623 520 0 623 V/C Ratio(X) 0.87 0.53 0.53 0.48 0.92 0.92 0.34 0.34 0.03 0.18 0.00 0.05 Avail Cap(c_a), veh/h 210 1606 876 97 1301 710 433 735 623 520 0 623 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.1 22.3 22.3 57.5 35.3 35.3 34.6 25.4 22.4 25.1 0.0 22.5 Incr Delay (d2), s/veh 29.5 1.2 2.3 2.8 12.1 19.4 2.1 1.2 0.1 0.7 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln7.0 8.6 9.6 0.7 18.6 21.7 3.7 5.2 0.4 2.0 0.0 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 81.6 23.5 24.6 60.3 47.4 54.7 36.7 26.7 22.5 25.8 0.0 22.7 LnGrp LOS F C C E DDDCCCAC
Approach Vol, veh/h 1492 1877 414 124
Approach Delay, s/veh 30.9 50.1 30.0 25.0
Approach LOS CDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s18.0 50.8 51.0 7.3 61.5 51.0
Change Period (Y+Rc), s 4.1 5.0 3.9 4.1 5.0 3.9
Max Green Setting (Gmax), s14.1 45.8 47.1 6.5 53.4 47.1 Max Q Clear Time (g_c+I1), s14.0 42.3 25.8 3.5 23.0 15.0 Green Ext Time (p_c), s 0.0 3.3 1.9 0.0 17.2 0.6
Intersection Summary
HCM 6th Ctrl Delay 39.9
HCM 6th LOS D

Page 365 of 506 ends

San Marino - Circulation Study Future Near-term
11: Lorain Rd & St Albans Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 11 ends

Intersection
Intersection Delay, s/veh10.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 37 8 3 92 75 29 276 6 17 41 6
Future Vol, veh/h 5 37 8 3 92 75 29 276 6 17 41 6
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 2 22222222222
Mvmt Flow 6 42 9 3 103 84 33 310 7 19 46 7
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.6 9.4 11.4 8.6

HCM LOS A A B A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 9% 10% 2% 27%
Vol Thru, % 89% 74% 54% 64%
Vol Right, % 2% 16% 44% 9%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 311 50 170 64
LT Vol 29 5 3 17
Through Vol 276 37 92 41
RT Vol 6 8 75 6
Lane Flow Rate 349 56 191 72
Geometry Grp 1111
Degree of Util (X) 0.449 0.08 0.252 0.099
Departure Headway (Hd) 4.628 5.114 4.749 4.95
Convergence, Y/N Yes Yes Yes Yes
Cap 776 696 753 719
Service Time 2.677 3.182 2.803 3.016
HCM Lane V/C Ratio 0.45 0.08 0.254 0.1
HCM Control Delay 11.4 8.6 9.4 8.6
HCM Lane LOS BAAA
HCM 95th-tile Q 2.3 0.3 1 0.3

Page 366 of 506 ends

San Marino - Circulation Study Future Near-term
12: Virginia Rd & Euston Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 12 ends

Intersection
Intersection Delay, s/veh 9.1
Intersection LOS A
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 42 44 258 18 34 79
Future Vol, veh/h 42 44 258 18 34 79
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles, % 2 22222
Mvmt Flow 46 48 284 20 37 87
Number of Lanes 1 01001
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach RightSB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay 8.3 9.6 8.4

HCM LOS A A A

Lane NBLn1WBLn1 SBLn1
Vol Left, % 0% 49% 30%
Vol Thru, % 93% 0% 70%
Vol Right, % 7% 51% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 276 86 113
LT Vol 0 42 34
Through Vol 258 0 79
RT Vol 18 44 0
Lane Flow Rate 303 95 124
Geometry Grp 1 1 1
Degree of Util (X) 0.359 0.123 0.156
Departure Headway (Hd) 4.26 4.667 4.534
Convergence, Y/N Yes Yes Yes
Cap 846 769 792
Service Time 2.275 2.691 2.555
HCM Lane V/C Ratio 0.358 0.124 0.157
HCM Control Delay 9.6 8.3 8.4
HCM Lane LOS A A A
HCM 95th-tile Q 1.6 0.4 0.6

Page 367 of 506 ends

San Marino - Circulation Study Future Near-term
13: Virginia Rd & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 13 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 1171 21 117 1694 58 74 217 146 115 66 12 Future Volume (veh/h) 49 1171 21 117 1694 58 74 217 146 115 66 12 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 58 1378 25 138 1993 68 87 255 172 135 78 14 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 75 2003 36 165 2224 76 525 716 607 335 716 607 Arrive On Green 0.04 0.39 0.39 0.09 0.44 0.44 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1781 5164 94 1781 5071 173 1304 1870 1585 961 1870 1585 Grp Volume(v), veh/h 58 908 495 138 1337 724 87 255 172 135 78 14 Grp Sat Flow(s),veh/h/ln1781 1702 1853 1781 1702 1839 1304 1870 1585 961 1870 1585 Q Serve(g_s), s 3.8 26.4 26.4 9.0 43.0 43.2 5.5 11.5 8.9 13.9 3.2 0.7 Cycle Q Clear(g_c), s 3.8 26.4 26.4 9.0 43.0 43.2 8.6 11.5 8.9 25.4 3.2 0.7 Prop In Lane 1.00 0.05 1.00 0.09 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 75 1321 719 165 1493 807 525 716 607 335 716 607 V/C Ratio(X) 0.78 0.69 0.69 0.84 0.90 0.90 0.17 0.36 0.28 0.40 0.11 0.02 Avail Cap(c_a), veh/h 96 1321 719 237 1493 807 525 716 607 335 716 607 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.3 30.3 30.3 52.9 30.8 30.8 26.3 26.1 25.3 35.2 23.6 22.8 Incr Delay (d2), s/veh 19.2 2.9 5.3 11.2 8.7 14.8 0.7 1.4 1.2 3.6 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.1 11.2 12.7 4.6 19.0 22.0 1.8 5.4 3.6 3.6 1.5 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.4 33.2 35.6 64.2 39.5 45.7 27.0 27.5 26.5 38.8 23.9 22.8 LnGrp LOS E C D E DDCCCDCC
Approach Vol, veh/h 1461 2199 514 227
Approach Delay, s/veh 35.7 43.1 27.1 32.7
Approach LOS DDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.6 57.0 52.0 15.6 51.0 52.0
Change Period (Y+Rc), s 4.6 5.0 6.6 4.6 5.0 6.6
Max Green Setting (Gmax), s6.4 52.0 45.4 15.8 42.6 45.4 Max Q Clear Time (g_c+I1), s5.8 45.2 13.5 11.0 28.4 27.4 Green Ext Time (p_c), s 0.0 6.4 2.5 0.0 10.6 1.0
Intersection Summary
HCM 6th Ctrl Delay 38.2
HCM 6th LOS D

Page 368 of 506 ends

San Marino - Circulation Study Future Near-term
14: Virginia Rd & Roanoke Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 14 ends

Intersection
Intersection Delay, s/veh11.6
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 19 8 3 419 83 15
Future Vol, veh/h 19 8 3 419 83 15
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Heavy Vehicles, % 2 22222
Mvmt Flow 23 10 4 505 100 18
Number of Lanes 1 00110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach RightNB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.5 12.6 8.2

HCM LOS A B A

Lane NBLn1 EBLn1 SBLn1
Vol Left, % 1% 70% 0%
Vol Thru, % 99% 0% 85%
Vol Right, % 0% 30% 15%
Sign Control Stop Stop Stop
Traffic Vol by Lane 422 27 98
LT Vol 3 19 0
Through Vol 419 0 83
RT Vol 0 8 15
Lane Flow Rate 508 33 118
Geometry Grp 1 1 1
Degree of Util (X) 0.576 0.047 0.145
Departure Headway (Hd) 4.081 5.24 4.421
Convergence, Y/N Yes Yes Yes
Cap 875 686 816
Service Time 2.152 3.248 2.425
HCM Lane V/C Ratio 0.581 0.048 0.145
HCM Control Delay 12.6 8.5 8.2
HCM Lane LOS B A A
HCM 95th-tile Q 3.8 0.1 0.5

Page 369 of 506 ends

San Marino - Circulation Study Future Near-term
15: Alhambra Rd/Virginia Rd & Lorain Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 15 ends

Intersection
Intersection Delay, s/veh15.2
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 65 3 62 158 233 6 152 44 60 43 12
Future Vol, veh/h 9 65 3 62 158 233 6 152 44 60 43 12
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 2 22222222222
Mvmt Flow 10 75 3 71 182 268 7 175 51 69 49 14
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9.8 18.7 11.9 10.7

HCM LOS A C B B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 3% 12% 14% 52%
Vol Thru, % 75% 84% 35% 37%
Vol Right, % 22% 4% 51% 10%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 202 77 453 115
LT Vol 6 9 62 60
Through Vol 152 65 158 43
RT Vol 44 3 233 12
Lane Flow Rate 232 89 521 132
Geometry Grp 1111
Degree of Util (X) 0.363 0.142 0.704 0.22
Departure Headway (Hd) 5.633 5.783 4.866 5.982
Convergence, Y/N Yes Yes Yes Yes
Cap 636 618 745 599
Service Time 3.682 3.841 2.903 4.038
HCM Lane V/C Ratio 0.365 0.144 0.699 0.22
HCM Control Delay 11.9 9.8 18.7 10.7
HCM Lane LOS B A C B
HCM 95th-tile Q 1.7 0.5 5.9 0.8

Page 370 of 506 ends

San Marino - Circulation Study Future Near-term
16: West Dr/Cambridge Rd & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 16 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 118 1266 62 88 1759 10 44 54 47 38 104 9 Future Volume (veh/h) 118 1266 62 88 1759 10 44 54 47 38 104 9 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 134 1439 70 100 1999 11 50 61 53 43 118 10 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 150 1981 96 124 2004 11 216 262 210 188 499 40 Arrive On Green 0.08 0.40 0.40 0.07 0.38 0.38 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 1781 4988 243 1781 5240 29 434 641 513 368 1221 99 Grp Volume(v), veh/h 134 982 527 100 1298 712 164 0 0 171 0 0 Grp Sat Flow(s),veh/h/ln1781 1702 1827 1781 1702 1865 1588 0 0 1687 0 0 Q Serve(g_s), s 8.9 29.3 29.3 6.6 45.7 45.7 0.0 0.0 0.0 0.1 0.0 0.0 Cycle Q Clear(g_c), s 8.9 29.3 29.3 6.6 45.7 45.7 7.1 0.0 0.0 7.2 0.0 0.0 Prop In Lane 1.00 0.13 1.00 0.02 0.30 0.32 0.25 0.06
Lane Grp Cap(c), veh/h 150 1352 725 124 1302 713 688 0 0 727 0 0 V/C Ratio(X) 0.89 0.73 0.73 0.81 1.00 1.00 0.24 0.00 0.00 0.24 0.00 0.00 Avail Cap(c_a), veh/h 150 1352 725 150 1302 713 688 0 0 727 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 54.4 30.6 30.6 55.0 37.0 37.0 23.1 0.0 0.0 23.1 0.0 0.0 Incr Delay (d2), s/veh 42.9 3.4 6.3 19.3 24.3 33.1 0.8 0.0 0.0 0.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.8 12.5 14.0 3.6 23.0 26.9 3.2 0.0 0.0 3.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 97.3 34.1 36.9 74.4 61.3 70.1 24.0 0.0 0.0 23.9 0.0 0.0 LnGrp LOS F C D E E E C A A C A A
Approach Vol, veh/h 1643 2110 164 171
Approach Delay, s/veh 40.1 64.9 24.0 23.9
Approach LOS D E C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s14.2 50.2 55.6 12.4 52.0 55.6
Change Period (Y+Rc), s 4.1 4.3 6.6 4.1 4.3 6.6
Max Green Setting (Gmax), s10.1 45.9 49.0 10.1 45.9 49.0 Max Q Clear Time (g_c+I1), s10.9 47.7 9.1 8.6 31.3 9.2
Green Ext Time (p_c), s 0.0 0.0 1.1 0.0 11.3 1.1
Intersection Summary
HCM 6th Ctrl Delay 51.6
HCM 6th LOS D

Page 371 of 506 ends

San Marino - Circulation Study Future Near-term
17: Allen Ave & California Blvd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 17 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 299 40 36 697 49 27 148 7 33 207 62 Future Volume (veh/h) 53 299 40 36 697 49 27 148 7 33 207 62 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 55 311 42 38 726 51 28 154 7 34 216 65 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 78 686 93 368 734 52 128 678 29 96 579 165
Arrive On Green 0.43 0.43 0.43 0.43 0.43 0.43 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 694 1613 218 1028 1727 121 189 1474 64 123 1259 359 Grp Volume(v), veh/h 55 0 353 38 0 777 189 0 0 315 0 0
Grp Sat Flow(s),veh/h/ln 694 0 1831 1028 0 1849 1727 0 0 1741 0 0 Q Serve(g_s), s 0.8 0.0 13.7 2.7 0.0 41.7 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 42.5 0.0 13.7 16.5 0.0 41.7 6.1 0.0 0.0 11.4 0.0 0.0 Prop In Lane 1.00 0.12 1.00 0.07 0.15 0.04 0.11 0.21
Lane Grp Cap(c), veh/h 78 0 778 368 0 786 836 0 0 841 0 0 V/C Ratio(X) 0.71 0.00 0.45 0.10 0.00 0.99 0.23 0.00 0.00 0.37 0.00 0.00 Avail Cap(c_a), veh/h 78 0 778 368 0 786 836 0 0 841 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 50.0 0.0 20.5 26.3 0.0 28.5 16.2 0.0 0.0 17.7 0.0 0.0 Incr Delay (d2), s/veh 42.6 0.0 1.9 0.6 0.0 29.6 0.6 0.0 0.0 1.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.3 0.0 6.1 0.7 0.0 24.0 2.7 0.0 0.0 4.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 92.6 0.0 22.4 26.9 0.0 58.1 16.9 0.0 0.0 18.9 0.0 0.0 LnGrp LOS F A C C AEBAABAA
Approach Vol, veh/h 408 815 189 315
Approach Delay, s/veh 31.8 56.6 16.9 18.9
Approach LOS C E B B
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 48.4 51.6 48.4 51.6
Change Period (Y+Rc), s 5.9 5.6 5.9 5.6
Max Green Setting (Gmax), s 42.5 46.0 42.5 46.0
Max Q Clear Time (g_c+I1), s 43.7 13.4 44.5 8.1
Green Ext Time (p_c), s 0.0 2.1 0.0 1.2
Intersection Summary
HCM 6th Ctrl Delay 39.5
HCM 6th LOS D

Page 372 of 506 ends

San Marino - Circulation Study Future Near-term
18: Allen Ave & Orlando Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 18 ends

Intersection
Intersection Delay, s/veh10.9
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 41 12 18 146 146 4 12 4 118 99 52 Future Vol, veh/h 15 41 12 18 146 146 4 12 4 118 99 52
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 22222222222
Mvmt Flow 16 45 13 20 160 160 4 13 4 130 109 57
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.8 11.1 8.5 11.3

HCM LOS A B A B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 20% 22% 6% 44%
Vol Thru, % 60% 60% 47% 37%
Vol Right, % 20% 18% 47% 19%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 20 68 310 269
LT Vol 4 15 18 118
Through Vol 12 41 146 99
RT Vol 4 12 146 52
Lane Flow Rate 22 75 341 296
Geometry Grp 1111
Degree of Util (X) 0.032 0.105 0.431 0.402
Departure Headway (Hd) 5.227 5.082 4.557 4.896
Convergence, Y/N Yes Yes Yes Yes
Cap 677 699 787 730
Service Time 3.319 3.16 2.611 2.961
HCM Lane V/C Ratio 0.032 0.107 0.433 0.405
HCM Control Delay 8.5 8.8 11.1 11.3
HCM Lane LOS AABB
HCM 95th-tile Q 0.1 0.4 2.2 1.9

Page 373 of 506 ends

San Marino - Circulation Study Future Near-term
19: Oxford Rd & Euston Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 19 ends

Intersection
Intersection Delay, s/veh10.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 99 69 3 19 123 0 3 96 55 8 70 55
Future Vol, veh/h 99 69 3 19 123 0 3 96 55 8 70 55
Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 22222222222
Mvmt Flow 127 88 4 24 158 0 4 123 71 10 90 71
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 10.8 10.2 10.1 9.7

HCM LOS B B B A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 2% 58% 13% 6%
Vol Thru, % 62% 40% 87% 53%
Vol Right, % 36% 2% 0% 41%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 154 171 142 133
LT Vol 3 99 19 8
Through Vol 96 69 123 70
RT Vol 55 3 0 55
Lane Flow Rate 197 219 182 171
Geometry Grp 1111
Degree of Util (X) 0.28 0.322 0.266 0.241
Departure Headway (Hd) 5.097 5.283 5.264 5.084
Convergence, Y/N Yes Yes Yes Yes
Cap 709 680 683 706
Service Time 3.097 3.315 3.298 3.117
HCM Lane V/C Ratio 0.278 0.322 0.266 0.242
HCM Control Delay 10.1 10.8 10.2 9.7
HCM Lane LOS BBBA
HCM 95th-tile Q 1.1 1.4 1.1 0.9

Page 374 of 506 ends

San Marino - Circulation Study Future Near-term
20: Sierra Madre Blvd & California Blvd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 20 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 47 233 18 28 639 30 65 1057 34 20 717 56 Future Volume (veh/h) 47 233 18 28 639 30 65 1057 34 20 717 56 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 243 19 29 666 31 68 1101 35 21 747 58 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 171 782 61 483 810 38 87 1309 42 32 1089 84
Arrive On Green 0.46 0.46 0.46 0.46 0.46 0.46 0.05 0.37 0.37 0.02 0.33 0.33 Sat Flow, veh/h 748 1712 134 1117 1773 83 1781 3515 112 1781 3341 259 Grp Volume(v), veh/h 49 0 262 29 0 697 68 556 580 21 397 408 Grp Sat Flow(s),veh/h/ln 748 0 1846 1117 0 1856 1781 1777 1850 1781 1777 1824 Q Serve(g_s), s 6.0 0.0 8.8 1.7 0.0 32.0 3.7 28.0 28.0 1.1 19.0 19.0 Cycle Q Clear(g_c), s 38.0 0.0 8.8 10.5 0.0 32.0 3.7 28.0 28.0 1.1 19.0 19.0 Prop In Lane 1.00 0.07 1.00 0.04 1.00 0.06 1.00 0.14
Lane Grp Cap(c), veh/h 171 0 843 483 0 847 87 662 689 32 579 594 V/C Ratio(X) 0.29 0.00 0.31 0.06 0.00 0.82 0.78 0.84 0.84 0.66 0.69 0.69 Avail Cap(c_a), veh/h 171 0 843 483 0 847 126 662 689 95 579 594 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.7 0.0 16.8 20.2 0.0 23.2 46.0 28.1 28.1 47.8 28.7 28.7 Incr Delay (d2), s/veh 4.2 0.0 1.0 0.2 0.0 8.9 10.3 12.3 11.9 8.5 6.5 6.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.3 0.0 3.9 0.5 0.0 15.4 1.9 13.7 14.2 0.6 9.0 9.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.9 0.0 17.8 20.4 0.0 32.0 56.3 40.3 39.9 56.3 35.1 35.0 LnGrp LOS D A B C A C E D D E D D
Approach Vol, veh/h 311 726 1204 826
Approach Delay, s/veh 21.9 31.6 41.0 35.6
Approach LOS CCDD
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 50.2 10.9 36.8 50.2 6.3 41.4
Change Period (Y+Rc), s * 5.5 6.1 4.9 * 5.5 4.6 * 4.9
Max Green Setting (Gmax), s * 45 6.9 31.9 * 45 5.2 * 36 Max Q Clear Time (g_c+I1), s 34.0 5.7 21.0 40.0 3.1 30.0 Green Ext Time (p_c), s 2.6 0.0 4.9 0.5 0.0 4.1
Intersection Summary
HCM 6th Ctrl Delay 35.4
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Page 375 of 506 ends

San Marino - Circulation Study Future Near-term
21: San Marino Ave & Lombardy Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 21 ends

Intersection
Int Delay, s/veh 57.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 20 4 18 79 58 18 1126 5 10 753 15
Future Vol, veh/h 0 20 4 18 79 58 18 1126 5 10 753 15
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 21 4 19 81 60 19 1161 5 10 776 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2076 2008 784 2018 2013 1164 791 0 0 1166 0 0 Stage 1 804 804 - 1202 1202 -------
Stage 2 1272 1204 - 816 811 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 39 59 393 43 ~ 59 237 829 - - 599 - - Stage 1 377 396 - 225 258 -------
Stage 2 206 257 - 371 393 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - 54 393 28 ~ 54 237 829 - - 599 - - Mov Cap-2 Maneuver - 54 - 28 ~ 54 -------
Stage 1 352 384 - 210 241 -------
Stage 2 95 240 - 337 381 -------
Approach EB WB NB SB
HCM Control Delay, s $ 781.4 0.1 0.1

HCM LOS - F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 829 - - - 66 599 - -
HCM Lane V/C Ratio 0.022 - - - 2.421 0.017 - -
HCM Control Delay (s) 9.4 0 - -$ 781.4 11.1 0 -
HCM Lane LOS A A - - F B A -
HCM 95th %tile Q(veh) 0.1 - - - 15.6 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

Page 376 of 506 ends

San Marino - Circulation Study Future Near-term
22: Sierra Madre Blvd & Robles Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 22 ends

Intersection
Int Delay, s/veh 10.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 17 41 38 113 13 1118 18 2 754 2
Future Vol, veh/h 0 0 17 41 38 113 13 1118 18 2 754 2
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 125 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 18 43 40 118 14 1165 19 2 785 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 394 1600 1994 592 787 0 0 1184 0 0 Stage 1 - - - 1203 1203 -------
Stage 2 - - - 397 791 -------
Critical Hdwy - - 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 - - - 6.54 5.54 -------
Critical Hdwy Stg 2 - - - 6.54 5.54 -------
Follow-up Hdwy - - 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 0 0 605 71 60 449 828 - - 586 - -
Stage 1 0 0 - 196 256 -------
Stage 2 0 0 - 600 399 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 605 66 57 449 828 - - 586 - -
Mov Cap-2 Maneuver - - - 66 57 -------
Stage 1 - - - 186 243 -------
Stage 2 - - - 579 397 -------
Approach EB WB NB SB
HCM Control Delay, s 11.1 118.4 0.1 0

HCM LOS B F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 828 - - 605 66 164 586 - -
HCM Lane V/C Ratio 0.016 - - 0.029 0.647 0.959 0.004 - - HCM Control Delay (s) 9.4 - - 11.1 129.1 115.5 11.2 - - HCM Lane LOS A - - B F F B - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 2.8 7.3 0 - -

Page 377 of 506 ends

San Marino - Circulation Study Future Near-term
23: San Marino Ave/San Marino Ave/Sierra Madre Blvd & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 23 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 489 895 49 25 1314 67 140 497 28 81 278 485 Future Volume (veh/h) 489 895 49 25 1314 67 140 497 28 81 278 485 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 526 962 53 27 1413 72 151 534 30 87 299 522 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 158 1086 337 109 946 294 172 1634 92 165 1685 751 Arrive On Green 0.09 0.21 0.21 0.06 0.19 0.19 0.10 0.48 0.48 0.09 0.47 0.47 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 3421 192 1781 3554 1585 Grp Volume(v), veh/h 526 962 53 27 1413 72 151 277 287 87 299 522 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1777 1836 1781 1777 1585 Q Serve(g_s), s 12.0 24.7 3.7 2.0 25.0 5.2 11.3 13.0 13.1 6.3 6.5 34.9 Cycle Q Clear(g_c), s 12.0 24.7 3.7 2.0 25.0 5.2 11.3 13.0 13.1 6.3 6.5 34.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 158 1086 337 109 946 294 172 849 877 165 1685 751 V/C Ratio(X) 3.32 0.89 0.16 0.25 1.49 0.25 0.88 0.33 0.33 0.53 0.18 0.69 Avail Cap(c_a), veh/h 158 1086 337 172 946 294 172 849 877 172 1685 751 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.5 51.5 43.3 60.4 55.0 46.9 60.2 21.8 21.8 58.4 20.4 27.8 Incr Delay (d2), s/veh 1060.9 10.6 1.0 0.4 228.1 2.0 36.0 1.0 1.0 1.1 0.2 5.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 52.1 11.6 1.6 0.9 30.7 2.2 6.8 5.7 5.9 2.9 2.8 14.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1122.4 62.2 44.3 60.8 283.1 48.9 96.3 22.8 22.8 59.6 20.6 33.1 LnGrp LOS F E D E F D F C C E C C
Approach Vol, veh/h 1541 1512 715 908
Approach Delay, s/veh 423.5 267.9 38.3 31.5
Approach LOS F F D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.6 30.2 17.1 71.1 12.9 33.9 17.6 70.6 Change Period (Y+Rc), s 4.6 5.2 4.6 6.6 4.6 5.2 4.6 6.6 Max Green Setting (Gmax), s 12.0 25.0 13.0 64.0 13.0 24.0 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 27.0 8.3 15.1 4.0 26.7 13.3 36.9 Green Ext Time (p_c), s 0.0 0.0 0.0 6.9 0.0 0.0 0.0 7.7 Intersection Summary
HCM 6th Ctrl Delay 238.2
HCM 6th LOS F

Page 378 of 506 ends

San Marino - Circulation Study Future Near-term
24: San Marino Ave & Lorain Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 24 ends

Intersection
Intersection Delay, s/veh155.3
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 59 156 47 33 334 72 101 380 82 9 228 38 Future Vol, veh/h 59 156 47 33 334 72 101 380 82 9 228 38 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 2 22222222222
Mvmt Flow 69 181 55 38 388 84 117 442 95 10 265 44
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 42.2 139.1 274.4 45

HCM LOS E F F E

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 18% 23% 8% 3%
Vol Thru, % 67% 60% 76% 83%
Vol Right, % 15% 18% 16% 14%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 563 262 439 275
LT Vol 101 59 33 9
Through Vol 380 156 334 228
RT Vol 82 47 72 38
Lane Flow Rate 655 305 510 320
Geometry Grp 1111
Degree of Util (X) 1.53 0.76 1.188 0.79
Departure Headway (Hd) 9.088 11.147 9.842 10.946
Convergence, Y/N Yes Yes Yes Yes
Cap 406 329 373 333
Service Time 7.088 9.147 7.842 8.946
HCM Lane V/C Ratio 1.613 0.927 1.367 0.961
HCM Control Delay 274.4 42.2 139.1 45
HCM Lane LOS F E F E
HCM 95th-tile Q 33.1 5.9 17.8 6.5

Page 379 of 506 ends

San Marino - Circulation Study Future Near-term
25: Winston Ave & California Blvd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 25 ends

Intersection
Int Delay, s/veh 1.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 264 25 5 661 4 9 20 25 0 6 4
Future Vol, veh/h 3 264 25 5 661 4 9 20 25 0 6 4
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 125 - - 125 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 22222222222
Mvmt Flow 3 293 28 6 734 4 10 22 28 0 7 4
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 738 0 0 321 0 0 1067 1063 307 1086 1075 736 Stage 1 - - - - - - 313 313 - 748 748 -
Stage 2 - - - - - - 754 750 - 338 327 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 868 - - 1239 - - 200 223 733 194 220 419 Stage 1 - - - - - - 698 657 - 404 420 -
Stage 2 - - - - - - 401 419 - 676 648 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 868 - - 1239 - - 192 221 733 171 218 419 Mov Cap-2 Maneuver - - - - - - 192 221 - 171 218 -
Stage 1 - - - - - - 696 655 - 403 418 -
Stage 2 - - - - - - 389 417 - 626 646 -
Approach EB WB NB SB
HCM Control Delay, s 0.1 0.1 19.1 18.9

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 315 868 - - 1239 - - 270
HCM Lane V/C Ratio 0.19 0.004 - - 0.004 - - 0.041
HCM Control Delay (s) 19.1 9.2 - - 7.9 - - 18.9
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.7 0 - - 0 - - 0.1

Page 380 of 506 ends

San Marino - Circulation Study Future Near-term
26: Winston Ave & Robles Ave Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 26 ends

Intersection
Intersection Delay, s/veh 9.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 12 6 54 37 2 144 82 70 4 45 9
Future Vol, veh/h 3 12 6 54 37 2 144 82 70 4 45 9
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 222222222222
Mvmt Flow 4 15 7 67 46 2 178 101 86 5 56 11
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 8.2 9.1 10.7 8.1

HCM LOS AABA

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 49% 14% 58% 7%
Vol Thru, % 28% 57% 40% 78%
Vol Right, % 24% 29% 2% 16%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 296 21 93 58
LT Vol 144 3 54 4
Through Vol 82 12 37 45
RT Vol 70 6 2 9
Lane Flow Rate 365 26 115 72
Geometry Grp 1111
Degree of Util (X) 0.44 0.036 0.161 0.092
Departure Headway (Hd) 4.33 4.935 5.052 4.606
Convergence, Y/N Yes Yes Yes Yes
Cap 833 723 708 776
Service Time 2.356 2.982 3.093 2.643
HCM Lane V/C Ratio 0.438 0.036 0.162 0.093
HCM Control Delay 10.7 8.2 9.1 8.1
HCM Lane LOS BAAA
HCM 95th-tile Q 2.3 0.1 0.6 0.3

Page 381 of 506 ends

San Marino - Circulation Study Future Near-term
27: Del Mar Ave & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 27 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 78 848 46 114 1344 123 75 409 85 56 80 39 Future Volume (veh/h) 78 848 46 114 1344 123 75 409 85 56 80 39 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 90 975 53 131 1545 141 86 470 98 64 92 45 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 115 2175 118 163 2378 738 425 622 527 160 364 190 Arrive On Green 0.06 0.44 0.44 0.09 0.47 0.47 0.33 0.33 0.33 0.33 0.33 0.33 Sat Flow, veh/h 1781 4957 269 1781 5106 1585 1252 1870 1585 256 1093 570 Grp Volume(v), veh/h 90 669 359 131 1545 141 86 470 98 75 0 126 Grp Sat Flow(s),veh/h/ln1781 1702 1822 1781 1702 1585 1252 1870 1585 320 0 1599 Q Serve(g_s), s 4.5 12.3 12.4 6.5 20.8 4.7 4.8 20.1 3.9 6.4 0.0 5.1 Cycle Q Clear(g_c), s 4.5 12.3 12.4 6.5 20.8 4.7 9.9 20.1 3.9 26.5 0.0 5.1 Prop In Lane 1.00 0.15 1.00 1.00 1.00 1.00 0.86 0.36
Lane Grp Cap(c), veh/h 115 1494 799 163 2378 738 425 622 527 181 0 532 V/C Ratio(X) 0.78 0.45 0.45 0.80 0.65 0.19 0.20 0.76 0.19 0.41 0.00 0.24 Avail Cap(c_a), veh/h 196 1494 799 323 2378 738 790 1167 989 448 0 998 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 41.4 17.6 17.6 40.0 18.4 14.1 25.3 26.7 21.3 36.3 0.0 21.7 Incr Delay (d2), s/veh 4.3 1.0 1.8 3.5 1.4 0.6 0.2 1.9 0.2 1.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.1 4.8 5.4 3.0 8.0 1.7 1.4 9.0 1.5 1.6 0.0 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.7 18.6 19.4 43.5 19.8 14.6 25.5 28.6 21.5 37.8 0.0 21.9 LnGrp LOS D B B D B B CCCDAC
Approach Vol, veh/h 1118 1817 654 201
Approach Delay, s/veh 21.0 21.1 27.1 27.8
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.9 46.1 33.8 12.3 43.7 33.8
Change Period (Y+Rc), s 4.1 4.3 3.9 4.1 4.3 3.9
Max Green Setting (Gmax), s9.9 41.8 56.0 16.3 35.4 56.0 Max Q Clear Time (g_c+I1), s6.5 22.8 22.1 8.5 14.4 28.5 Green Ext Time (p_c), s 0.0 15.1 4.0 0.1 10.7 1.4
Intersection Summary
HCM 6th Ctrl Delay 22.5
HCM 6th LOS C

Page 382 of 506 ends

San Marino - Circulation Study Future Near-term
28: Del Mar Ave & Lorain Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 28 ends

Intersection
Intersection Delay, s/veh74.3
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 61 18 118 20 322 118 47 420 40 23 166 16 Future Vol, veh/h 61 18 118 20 322 118 47 420 40 23 166 16 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, % 2 22222222222
Mvmt Flow 73 22 142 24 388 142 57 506 48 28 200 19
Number of Lanes 0 11011011011
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 15.5 43.7 146.4 21.4

HCM LOS C E F C

Lane NBLn1 NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2
Vol Left, % 10% 0% 77% 0% 6% 0% 12% 0%
Vol Thru, % 90% 0% 23% 0% 94% 0% 88% 0%
Vol Right, % 0% 100% 0% 100% 0% 100% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 467 40 79 118 342 118 189 16
LT Vol 47 0 61 0 20 0 23 0
Through Vol 420 0 18 0 322 0 166 0
RT Vol 0 40 0 118 0 118 0 16
Lane Flow Rate 563 48 95 142 412 142 228 19
Geometry Grp 77777777
Degree of Util (X) 1.258 0.097 0.24 0.316 0.912 0.286 0.543 0.042 Departure Headway (Hd) 8.048 7.274 9.876 8.736 8.595 7.838 9.172 8.376 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 456 493 365 414 424 462 396 430
Service Time 5.785 5.011 7.576 6.436 6.295 5.538 6.872 6.076 HCM Lane V/C Ratio 1.235 0.097 0.26 0.343 0.972 0.307 0.576 0.044 HCM Control Delay 158 10.8 15.7 15.4 54.1 13.6 22.2 11.4 HCM Lane LOS F B C C F B C B
HCM 95th-tile Q 23.4 0.3 0.9 1.3 9.9 1.2 3.1 0.1

Page 383 of 506 ends

San Marino - Circulation Study Future Near-term
29: Huntington Dr & Bradbury Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 29 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 105 920 22 19 1478 3 119 14 19 4 11 59 Future Volume (veh/h) 105 920 22 19 1478 3 119 14 19 4 11 59 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 128 1122 27 23 1802 4 145 17 23 5 13 72 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 157 2088 50 41 2318 5 516 62 74 223 560 679
Arrive On Green 0.09 0.41 0.41 0.02 0.35 0.35 0.43 0.43 0.43 0.43 0.43 0.43 Sat Flow, veh/h 1781 5129 123 1781 6678 15 1068 144 172 423 1306 1585 Grp Volume(v), veh/h 128 745 404 23 1302 504 185 0 0 18 0 72 Grp Sat Flow(s),veh/h/ln1781 1702 1848 1781 1609 1868 1384 0 0 1729 0 1585 Q Serve(g_s), s 7.7 18.2 18.2 1.4 26.5 26.5 8.9 0.0 0.0 0.0 0.0 3.0 Cycle Q Clear(g_c), s 7.7 18.2 18.2 1.4 26.5 26.5 9.6 0.0 0.0 0.6 0.0 3.0 Prop In Lane 1.00 0.07 1.00 0.01 0.78 0.12 0.28 1.00
Lane Grp Cap(c), veh/h 157 1386 752 41 1675 648 652 0 0 783 0 679 V/C Ratio(X) 0.81 0.54 0.54 0.56 0.78 0.78 0.28 0.00 0.00 0.02 0.00 0.11 Avail Cap(c_a), veh/h 262 1608 873 93 1848 715 652 0 0 783 0 679 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 49.1 24.7 24.7 53.0 32.0 32.0 20.6 0.0 0.0 18.1 0.0 18.8 Incr Delay (d2), s/veh 9.7 0.3 0.6 11.5 2.0 5.0 1.1 0.0 0.0 0.1 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.9 7.3 8.0 0.8 10.4 12.6 3.3 0.0 0.0 0.3 0.0 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.8 25.0 25.3 64.6 34.0 37.0 21.7 0.0 0.0 18.1 0.0 19.1 LnGrp LOS E C C E C D C AABAB
Approach Vol, veh/h 1277 1829 185 90
Approach Delay, s/veh 28.5 35.2 21.7 18.9
Approach LOS C D C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.1 48.9 53.6 13.7 42.4 53.6
Change Period (Y+Rc), s 4.6 4.3 6.6 4.0 4.3 6.6
Max Green Setting (Gmax), s5.7 51.8 47.0 16.1 42.0 47.0 Max Q Clear Time (g_c+I1), s3.4 20.2 5.0 9.7 28.5 11.6
Green Ext Time (p_c), s 0.0 9.4 0.3 0.1 9.6 1.2
Intersection Summary
HCM 6th Ctrl Delay 31.5
HCM 6th LOS C

Page 384 of 506 ends

San Marino - Circulation Study Future Near-term
32: San Gabriel Blvd & California Blvd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 30 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 141 86 26 515 162 156 1468 21 16 664 26 Future Volume (veh/h) 52 141 86 26 515 162 156 1468 21 16 664 26 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 57 153 93 28 560 176 170 1596 23 17 722 28 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 167 424 258 402 729 617 367 1574 23 108 1329 52 Arrive On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.08 0.44 0.44 0.02 0.38 0.38 Sat Flow, veh/h 722 1089 662 1134 1870 1585 1781 3586 52 1781 3488 135 Grp Volume(v), veh/h 57 0 246 28 560 176 170 790 829 17 368 382 Grp Sat Flow(s),veh/h/ln 722 0 1751 1134 1870 1585 1781 1777 1861 1781 1777 1846 Q Serve(g_s), s 7.3 0.0 9.7 1.8 25.4 7.4 5.4 42.8 42.8 0.6 15.8 15.8 Cycle Q Clear(g_c), s 32.7 0.0 9.7 11.5 25.4 7.4 5.4 42.8 42.8 0.6 15.8 15.8 Prop In Lane 1.00 0.38 1.00 1.00 1.00 0.03 1.00 0.07
Lane Grp Cap(c), veh/h 167 0 682 402 729 617 367 780 817 108 677 703 V/C Ratio(X) 0.34 0.00 0.36 0.07 0.77 0.29 0.46 1.01 1.02 0.16 0.54 0.54 Avail Cap(c_a), veh/h 167 0 682 402 729 617 455 780 817 165 677 703 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.2 0.0 21.1 25.2 25.9 20.4 16.8 27.4 27.4 24.8 23.6 23.6 Incr Delay (d2), s/veh 0.4 0.0 0.1 0.3 7.6 1.2 0.9 35.5 35.4 0.7 1.2 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.3 0.0 3.9 0.5 12.5 2.9 2.2 24.8 26.0 0.2 6.7 6.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.7 0.0 21.3 25.6 33.6 21.6 17.7 62.9 62.8 25.5 24.7 24.7 LnGrp LOS D A CCCCBFFCCC
Approach Vol, veh/h 303 764 1789 767
Approach Delay, s/veh 24.9 30.5 58.5 24.7
Approach LOS C C E C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 43.5 12.0 42.1 43.5 6.3 47.7
Change Period (Y+Rc), s * 5.5 4.5 4.9 * 5.5 4.5 * 4.9
Max Green Setting (Gmax), s * 38 12.3 34.8 * 38 5.0 * 43 Max Q Clear Time (g_c+I1), s 27.4 7.4 17.8 34.7 2.6 44.8 Green Ext Time (p_c), s 2.2 0.2 6.0 0.4 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 42.7
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Page 385 of 506 ends

Innovating Through Informatics™
PM Peak Hour

Page 386 of 506 ends

San Marino - Circulation Study Future Near-term
1: Los Robles Ave & Mission St Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 83 391 10 18 303 50 25 482 13 39 655 99 Future Volume (veh/h) 83 391 10 18 303 50 25 482 13 39 655 99 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 90 425 11 20 329 54 27 524 14 42 712 108 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 186 558 14 47 376 59 63 975 25 396 967 147
Arrive On Green 0.31 0.31 0.31 0.31 0.31 0.31 0.61 0.61 0.61 0.61 0.61 0.61 Sat Flow, veh/h 1000 1815 47 27 1221 193 39 1599 42 867 1586 241 Grp Volume(v), veh/h 90 0 436 403 0 0 565 0 0 42 0 820
Grp Sat Flow(s),veh/h/ln 1000 0 1862 1441 0 0 1680 0 0 867 0 1827 Q Serve(g_s), s 0.6 0.0 20.5 6.4 0.0 0.0 1.7 0.0 0.0 0.0 0.0 30.8 Cycle Q Clear(g_c), s 27.5 0.0 20.5 26.9 0.0 0.0 32.5 0.0 0.0 7.6 0.0 30.8 Prop In Lane 1.00 0.03 0.05 0.13 0.05 0.02 1.00 0.13
Lane Grp Cap(c), veh/h 186 0 573 482 0 0 1063 0 0 396 0 1114 V/C Ratio(X) 0.48 0.00 0.76 0.84 0.00 0.00 0.53 0.00 0.00 0.11 0.00 0.74 Avail Cap(c_a), veh/h 219 0 635 541 0 0 1063 0 0 396 0 1114 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.4 0.0 30.3 31.2 0.0 0.0 10.7 0.0 0.0 8.9 0.0 13.4 Incr Delay (d2), s/veh 0.7 0.0 4.1 9.0 0.0 0.0 1.9 0.0 0.0 0.5 0.0 4.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 9.6 10.2 0.0 0.0 6.7 0.0 0.0 0.4 0.0 12.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.1 0.0 34.4 40.2 0.0 0.0 12.6 0.0 0.0 9.4 0.0 17.7 LnGrp LOS C A C D AABAAAAB
Approach Vol, veh/h 526 403 565 862
Approach Delay, s/veh 34.3 40.2 12.6 17.3
Approach LOS C D B B
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 63.0 33.8 63.0 33.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 59.0 33.0 59.0 33.0
Max Q Clear Time (g_c+I1), s 34.5 29.5 32.8 28.9
Green Ext Time (p_c), s 0.7 0.3 1.1 0.2
Intersection Summary
HCM 6th Ctrl Delay 23.9
HCM 6th LOS C

Page 387 of 506 ends

San Marino - Circulation Study Future Near-term
2: Los Robles Ave & Monterey Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 44 337 25 35 255 14 21 455 24 5 636 22 Future Volume (veh/h) 44 337 25 35 255 14 21 455 24 5 636 22 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 46 351 26 36 266 15 22 474 25 5 662 23 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 82 425 30 79 418 22 66 1078 55 44 1148 40
Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.64 0.64 0.64 0.64 0.64 0.64 Sat Flow, veh/h 128 1532 109 115 1509 81 35 1682 87 3 1791 62 Grp Volume(v), veh/h 423 0 0 317 0 0 521 0 0 690 0 0
Grp Sat Flow(s),veh/h/ln1770 0 0 1704 0 0 1803 0 0 1856 0 0 Q Serve(g_s), s 5.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 19.3 0.0 0.0 13.6 0.0 0.0 12.0 0.0 0.0 18.2 0.0 0.0 Prop In Lane 0.11 0.06 0.11 0.05 0.04 0.05 0.01 0.03
Lane Grp Cap(c), veh/h 537 0 0 519 0 0 1200 0 0 1232 0 0 V/C Ratio(X) 0.79 0.00 0.00 0.61 0.00 0.00 0.43 0.00 0.00 0.56 0.00 0.00 Avail Cap(c_a), veh/h 822 0 0 799 0 0 1200 0 0 1232 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 29.2 0.0 0.0 27.1 0.0 0.0 7.7 0.0 0.0 8.8 0.0 0.0 Incr Delay (d2), s/veh 2.9 0.0 0.0 1.2 0.0 0.0 1.1 0.0 0.0 1.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln8.4 0.0 0.0 5.7 0.0 0.0 4.5 0.0 0.0 6.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.1 0.0 0.0 28.3 0.0 0.0 8.8 0.0 0.0 10.6 0.0 0.0 LnGrp LOS C A A C AAAAABAA
Approach Vol, veh/h 423 317 521 690
Approach Delay, s/veh 32.1 28.3 8.8 10.6
Approach LOS C C A B
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 59.0 26.8 59.0 26.8
Change Period (Y+Rc), s 4.0 3.0 4.0 3.0
Max Green Setting (Gmax), s 55.0 38.0 55.0 38.0
Max Q Clear Time (g_c+I1), s 14.0 21.3 20.2 15.6
Green Ext Time (p_c), s 0.6 2.5 0.8 2.0
Intersection Summary
HCM 6th Ctrl Delay 17.7
HCM 6th LOS B

Page 388 of 506 ends

San Marino - Circulation Study Future Near-term
3: Los Robles Ave & Wilson Ave Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 3 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 123 13 481 76 6 689
Future Volume (veh/h) 123 13 481 76 6 689
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 131 14 512 81 6 733
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 2 22222
Cap, veh/h 163 17 1490 1262 44 1483
Arrive On Green 0.10 0.10 0.80 0.80 0.80 0.80
Sat Flow, veh/h 1580 169 1870 1585 4 1862
Grp Volume(v), veh/h 146 0 512 81 739 0
Grp Sat Flow(s),veh/h/ln1761 0 1870 1585 1865 0
Q Serve(g_s), s 7.3 0.0 6.9 1.0 0.0 0.0
Cycle Q Clear(g_c), s 7.3 0.0 6.9 1.0 11.9 0.0
Prop In Lane 0.90 0.10 1.00 0.01
Lane Grp Cap(c), veh/h 182 0 1490 1262 1526 0
V/C Ratio(X) 0.80 0.00 0.34 0.06 0.48 0.00
Avail Cap(c_a), veh/h 382 0 1490 1262 1526 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 39.4 0.0 2.6 2.0 3.1 0.0
Incr Delay (d2), s/veh 7.9 0.0 0.6 0.1 1.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln3.5 0.0 1.8 0.2 3.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.3 0.0 3.2 2.1 4.2 0.0
LnGrp LOS D AAAAA
Approach Vol, veh/h 146 593 739
Approach Delay, s/veh 47.3 3.0 4.2
Approach LOS D A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 76.0 76.0 13.8
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 71.5 71.5 19.5
Max Q Clear Time (g_c+I1), s 8.9 13.9 9.3
Green Ext Time (p_c), s 0.5 0.9 0.3
Intersection Summary
HCM 6th Ctrl Delay 8.0
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

Page 389 of 506 ends

San Marino - Circulation Study Future Near-term
4: Huntington Dr & Los Robles Ave Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 1593 10 490 884 45 0 426 473 107 723 32 Future Volume (veh/h) 93 1593 10 490 884 45 0 426 473 107 723 32 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 96 1642 10 505 911 0 0 398 515 110 745 33 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 22222022222
Cap, veh/h 122 1696 10 433 1943 0 515 873 225 1320 58
Arrive On Green 0.07 0.32 0.32 0.13 0.38 0.00 0.00 0.28 0.28 0.05 0.38 0.38 Sat Flow, veh/h 1781 5237 32 3456 5274 0 0 1870 3170 1781 3466 153 Grp Volume(v), veh/h 96 1067 585 505 911 0 0 398 515 110 382 396 Grp Sat Flow(s),veh/h/ln1781 1702 1865 1728 1702 0 0 1870 1585 1781 1777 1843 Q Serve(g_s), s 4.8 28.1 28.1 11.4 12.3 0.0 0.0 17.8 12.8 3.9 15.4 15.4 Cycle Q Clear(g_c), s 4.8 28.1 28.1 11.4 12.3 0.0 0.0 17.8 12.8 3.9 15.4 15.4 Prop In Lane 1.00 0.02 1.00 0.00 0.00 1.00 1.00 0.08
Lane Grp Cap(c), veh/h 122 1103 604 433 1943 0 515 873 225 676 702 V/C Ratio(X) 0.79 0.97 0.97 1.17 0.47 0.00 0.77 0.59 0.49 0.56 0.56 Avail Cap(c_a), veh/h 192 1103 604 433 1943 0 1109 1880 225 1241 1287 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.8 30.3 30.3 39.8 21.3 0.0 0.0 30.4 28.6 23.0 22.2 22.2 Incr Delay (d2), s/veh 4.2 20.4 29.6 97.7 0.8 0.0 0.0 2.5 0.6 0.6 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 14.2 17.1 10.6 4.9 0.0 0.0 8.2 4.8 1.6 6.3 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.0 50.7 59.9 137.6 22.1 0.0 0.0 32.9 29.2 23.6 23.0 23.0 LnGrp LOS D D E F C A CCCCC
Approach Vol, veh/h 1748 1416 A 913 888
Approach Delay, s/veh 53.5 63.3 30.8 23.1
Approach LOS D E C C
Timer - Assigned Phs 1 23456 8
Phs Duration (G+Y+Rc), s10.8 40.7 9.6 30.0 16.0 35.5 39.6 Change Period (Y+Rc), s 4.6 6.0 4.6 4.9 4.6 6.0 4.9
Max Green Setting (Gmax), s9.8 31.1 5.0 54.0 11.4 29.5 63.6 Max Q Clear Time (g_c+I1), s6.8 14.3 5.9 19.8 13.4 30.1 17.4 Green Ext Time (p_c), s 0.0 8.6 0.0 5.2 0.0 0.0 5.8
Intersection Summary
HCM 6th Ctrl Delay 46.7
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

Page 390 of 506 ends

San Marino - Circulation Study Future Near-term
5: El Molino Ave & Mission St Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 5 ends

Intersection
Intersection Delay, s/veh26.7
Intersection LOS D
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 191 262 172 225 301 196
Future Vol, veh/h 191 262 172 225 301 196
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Heavy Vehicles, % 2 22222
Mvmt Flow 205 282 185 242 324 211
Number of Lanes 1 10110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 2 0
Conflicting Approach RightNB EB
Conflicting Lanes Right 1 0 2
HCM Control Delay 16.1 26.5 36.6

HCM LOS C D E

Lane NBLn1 EBLn1 EBLn2 SBLn1
Vol Left, % 43% 100% 0% 0%
Vol Thru, % 57% 0% 0% 61%
Vol Right, % 0% 0% 100% 39%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 397 191 262 497
LT Vol 172 191 0 0
Through Vol 225 0 0 301
RT Vol 0 0 262 196
Lane Flow Rate 427 205 282 534
Geometry Grp 2772
Degree of Util (X) 0.753 0.439 0.506 0.873
Departure Headway (Hd) 6.347 7.69 6.461 5.882
Convergence, Y/N Yes Yes Yes Yes
Cap 563 466 552 609
Service Time 4.445 5.489 4.259 3.975
HCM Lane V/C Ratio 0.758 0.44 0.511 0.877
HCM Control Delay 26.5 16.4 15.8 36.6
HCM Lane LOS D C C E
HCM 95th-tile Q 6.6 2.2 2.8 10.1

Page 391 of 506 ends

San Marino - Circulation Study Future Near-term
6: El Molino Ave & Monterey Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 6 ends

Intersection
Intersection Delay, s/veh108.3
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 43 271 47 39 238 79 45 294 16 83 367 26 Future Vol, veh/h 43 271 47 39 238 79 45 294 16 83 367 26 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 2 22222222222
Mvmt Flow 45 282 49 41 248 82 47 306 17 86 382 27
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 75 71.5 73.4 187.2

HCM LOS F F F F

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 13% 12% 11% 17%
Vol Thru, % 83% 75% 67% 77%
Vol Right, % 5% 13% 22% 5%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 355 361 356 476
LT Vol 45 43 39 83
Through Vol 294 271 238 367
RT Vol 16 47 79 26
Lane Flow Rate 370 376 371 496
Geometry Grp 1111
Degree of Util (X) 0.965 0.973 0.958 1.316
Departure Headway (Hd) 10.453 10.387 10.373 9.556
Convergence, Y/N Yes Yes Yes Yes
Cap 351 353 352 382
Service Time 8.453 8.387 8.373 7.556
HCM Lane V/C Ratio 1.054 1.065 1.054 1.298
HCM Control Delay 73.4 75 71.5 187.2
HCM Lane LOS FFFF
HCM 95th-tile Q 10.4 10.7 10.3 23

Page 392 of 506 ends

San Marino - Circulation Study Future Near-term
7: Granada Ave & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 7 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 1869 74 182 1483 75 65 98 77 136 200 22 Future Volume (veh/h) 24 1869 74 182 1483 75 65 98 77 136 200 22 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 1967 78 192 1561 79 68 103 81 143 211 23 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 36 1987 617 202 2402 122 200 283 544 195 257 26 Arrive On Green 0.02 0.39 0.39 0.11 0.48 0.48 0.34 0.34 0.34 0.34 0.34 0.34 Sat Flow, veh/h 1781 5106 1585 1781 4977 252 436 825 1585 424 748 76 Grp Volume(v), veh/h 25 1967 78 192 1067 573 171 0 81 377 0 0 Grp Sat Flow(s),veh/h/ln1781 1702 1585 1781 1702 1825 1261 0 1585 1248 0 0 Q Serve(g_s), s 1.4 38.5 3.2 10.8 23.8 23.8 0.0 0.0 3.6 20.7 0.0 0.0 Cycle Q Clear(g_c), s 1.4 38.5 3.2 10.8 23.8 23.8 9.3 0.0 3.6 30.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.14 0.40 1.00 0.38 0.06
Lane Grp Cap(c), veh/h 36 1987 617 202 1643 881 483 0 544 478 0 0 V/C Ratio(X) 0.70 0.99 0.13 0.95 0.65 0.65 0.35 0.00 0.15 0.79 0.00 0.00 Avail Cap(c_a), veh/h 89 1987 617 202 1643 881 773 0 852 775 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 48.9 30.5 19.7 44.3 19.6 19.6 24.3 0.0 22.8 33.8 0.0 0.0 Incr Delay (d2), s/veh 8.9 17.8 0.2 48.6 2.0 3.7 0.4 0.0 0.1 3.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 18.4 1.2 7.4 9.4 10.5 3.1 0.0 1.3 9.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.9 48.3 19.9 92.9 21.6 23.3 24.8 0.0 23.0 36.7 0.0 0.0 LnGrp LOS E D B F C C C A C D A A
Approach Vol, veh/h 2070 1832 252 377
Approach Delay, s/veh 47.4 29.6 24.2 36.7
Approach LOS DCCD
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.6 54.5 39.4 16.0 45.1 39.4
Change Period (Y+Rc), s 4.6 6.0 4.9 4.6 6.0 4.9
Max Green Setting (Gmax), s5.0 45.5 54.0 11.4 39.1 54.0 Max Q Clear Time (g_c+I1), s3.4 25.8 11.3 12.8 40.5 32.0 Green Ext Time (p_c), s 0.0 15.4 1.4 0.0 0.0 2.5
Intersection Summary
HCM 6th Ctrl Delay 38.0
HCM 6th LOS D

Page 393 of 506 ends

San Marino - Circulation Study Future Near-term
8: Oak Knoll Ave & Monterey Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 8 ends

Intersection
Intersection Delay, s/veh76.7
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 23 400 39 5 234 32 20 244 2 46 396 27 Future Vol, veh/h 23 400 39 5 234 32 20 244 2 46 396 27 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 22222222222
Mvmt Flow 24 421 41 5 246 34 21 257 2 48 417 28
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 100 30.6 30.4 106.5

HCM LOS F D D F

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 8% 5% 2% 10%
Vol Thru, % 92% 87% 86% 84%
Vol Right, % 1% 8% 12% 6%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 266 462 271 469
LT Vol 20 23 5 46
Through Vol 244 400 234 396
RT Vol 2 39 32 27
Lane Flow Rate 280 486 285 494
Geometry Grp 1111
Degree of Util (X) 0.68 1.092 0.686 1.112
Departure Headway (Hd) 9.5 8.487 9.409 8.469
Convergence, Y/N Yes Yes Yes Yes
Cap 384 433 388 434
Service Time 7.5 6.487 7.409 6.469
HCM Lane V/C Ratio 0.729 1.122 0.735 1.138
HCM Control Delay 30.4 100 30.6 106.5
HCM Lane LOS D F D F
HCM 95th-tile Q 4.8 15.8 4.9 16.6

Page 394 of 506 ends

San Marino - Circulation Study Future Near-term
9: Huntington Dr & Oak Knoll Ave Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 9 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 211 1674 1446 61 128 330
Future Volume (veh/h) 211 1674 1446 61 128 330
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 220 1744 1506 64 133 344
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 22222
Cap, veh/h 248 3834 2711 115 267 459
Arrive On Green 0.14 0.75 0.54 0.54 0.15 0.15
Sat Flow, veh/h 1781 5274 5191 213 1781 1585
Grp Volume(v), veh/h 220 1744 1021 549 133 344
Grp Sat Flow(s),veh/h/ln1781 1702 1702 1832 1781 1585
Q Serve(g_s), s 14.6 15.5 23.6 23.7 8.2 18.0
Cycle Q Clear(g_c), s 14.6 15.5 23.6 23.7 8.2 18.0
Prop In Lane 1.00 0.12 1.00 1.00
Lane Grp Cap(c), veh/h 248 3834 1837 989 267 459
V/C Ratio(X) 0.89 0.45 0.56 0.56 0.50 0.75
Avail Cap(c_a), veh/h 727 3834 1837 989 267 459
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 50.7 5.7 18.1 18.2 46.8 38.7
Incr Delay (d2), s/veh 4.2 0.4 1.2 2.2 1.4 6.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln6.8 4.9 9.4 10.4 3.8 20.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.9 6.0 19.4 20.4 48.3 45.4
LnGrp LOS D A B C D D
Approach Vol, veh/h 1964 1570 477
Approach Delay, s/veh 11.5 19.7 46.2
Approach LOS B B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s25.3 69.8 24.9 95.1
Change Period (Y+Rc), s* 8.6 5.0 6.9 5.0
Max Green Setting (Gmax), s* 49 32.5 18.0 90.1
Max Q Clear Time (g_c+I1), s16.6 25.7 20.0 17.5
Green Ext Time (p_c), s 0.2 5.9 0.0 42.0
Intersection Summary
HCM 6th Ctrl Delay 18.9
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Page 395 of 506 ends

San Marino - Circulation Study Future Near-term
10: St Albans Rd & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 10 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 1766 67 21 1391 17 33 65 6 39 170 67 Future Volume (veh/h) 51 1766 67 21 1391 17 33 65 6 39 170 67 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 1821 69 22 1434 18 34 67 6 40 175 69 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 75 2291 87 47 2275 29 438 764 647 145 612 647 Arrive On Green 0.04 0.45 0.45 0.03 0.44 0.44 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 1781 5049 191 1781 5197 65 1136 1870 1585 264 1498 1585 Grp Volume(v), veh/h 53 1227 663 22 939 513 34 67 6 215 0 69 Grp Sat Flow(s),veh/h/ln1781 1702 1836 1781 1702 1859 1136 1870 1585 1762 0 1585 Q Serve(g_s), s 3.4 35.8 35.9 1.4 24.9 24.9 2.4 2.6 0.3 0.3 0.0 3.1 Cycle Q Clear(g_c), s 3.4 35.8 35.9 1.4 24.9 24.9 11.4 2.6 0.3 9.0 0.0 3.1 Prop In Lane 1.00 0.10 1.00 0.04 1.00 1.00 0.19 1.00
Lane Grp Cap(c), veh/h 75 1545 833 47 1490 814 438 764 647 756 0 647 V/C Ratio(X) 0.70 0.79 0.80 0.47 0.63 0.63 0.08 0.09 0.01 0.28 0.00 0.11 Avail Cap(c_a), veh/h 144 1545 833 103 1490 814 438 764 647 756 0 647 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 55.0 27.1 27.2 55.9 25.4 25.4 26.8 21.1 20.4 23.0 0.0 21.3 Incr Delay (d2), s/veh 4.4 4.3 7.8 2.7 2.0 3.7 0.3 0.2 0.0 0.9 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.6 15.1 17.1 0.7 10.3 11.7 0.7 1.2 0.1 4.1 0.0 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.4 31.4 34.9 58.6 27.4 29.1 27.2 21.4 20.5 24.0 0.0 21.6 LnGrp LOS E C C E CCCCCCAC
Approach Vol, veh/h 1943 1474 107 284
Approach Delay, s/veh 33.4 28.5 23.2 23.4
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.0 55.9 51.4 7.2 57.8 51.4
Change Period (Y+Rc), s 4.1 5.0 3.9 4.1 5.0 3.9
Max Green Setting (Gmax), s9.4 50.1 47.5 6.7 52.8 47.5
Max Q Clear Time (g_c+I1), s5.4 26.9 13.4 3.4 37.9 11.0 Green Ext Time (p_c), s 0.0 15.9 0.5 0.0 13.1 1.6
Intersection Summary
HCM 6th Ctrl Delay 30.5
HCM 6th LOS C

Page 396 of 506 ends

San Marino - Circulation Study Future Near-term
11: Lorain Rd & St Albans Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 11 ends

Intersection
Intersection Delay, s/veh 9.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 77 38 4 42 13 10 83 3 42 198 6
Future Vol, veh/h 0 77 38 4 42 13 10 83 3 42 198 6
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 94 46 5 51 16 12 101 4 51 241 7
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9 8.6 8.8 10.5

HCM LOS A A A B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 10% 0% 7% 17%
Vol Thru, % 86% 67% 71% 80%
Vol Right, % 3% 33% 22% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 96 115 59 246
LT Vol 10 0 4 42
Through Vol 83 77 42 198
RT Vol 3 38 13 6
Lane Flow Rate 117 140 72 300
Geometry Grp 1111
Degree of Util (X) 0.156 0.187 0.1 0.384
Departure Headway (Hd) 4.808 4.811 4.984 4.613
Convergence, Y/N Yes Yes Yes Yes
Cap 742 742 715 777
Service Time 2.861 2.864 3.042 2.656
HCM Lane V/C Ratio 0.158 0.189 0.101 0.386
HCM Control Delay 8.8 9 8.6 10.5
HCM Lane LOS AAAB
HCM 95th-tile Q 0.6 0.7 0.3 1.8

Page 397 of 506 ends

San Marino - Circulation Study Future Near-term
12: Virginia Rd & Euston Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 12 ends

Intersection
Intersection Delay, s/veh10.6
Intersection LOS B
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 47 26 113 36 48 283
Future Vol, veh/h 47 26 113 36 48 283
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81
Heavy Vehicles, % 2 22222
Mvmt Flow 58 32 140 44 59 349
Number of Lanes 1 01001
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach RightSB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay 9 8.8 11.7

HCM LOS A A B

Lane NBLn1WBLn1 SBLn1
Vol Left, % 0% 64% 15%
Vol Thru, % 76% 0% 85%
Vol Right, % 24% 36% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 149 73 331
LT Vol 0 47 48
Through Vol 113 0 283
RT Vol 36 26 0
Lane Flow Rate 184 90 409
Geometry Grp 1 1 1
Degree of Util (X) 0.228 0.129 0.499
Departure Headway (Hd) 4.455 5.147 4.395
Convergence, Y/N Yes Yes Yes
Cap 806 695 821
Service Time 2.485 3.191 2.42
HCM Lane V/C Ratio 0.228 0.129 0.498
HCM Control Delay 8.8 9 11.7
HCM Lane LOS A A B
HCM 95th-tile Q 0.9 0.4 2.8

Page 398 of 506 ends

San Marino - Circulation Study Future Near-term
13: Virginia Rd & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 13 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 1733 55 57 1367 40 39 94 43 121 289 43 Future Volume (veh/h) 24 1733 55 57 1367 40 39 94 43 121 289 43 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 1844 59 61 1454 43 41 100 46 129 307 46 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 35 2201 70 78 2332 69 333 721 611 497 721 611 Arrive On Green 0.02 0.43 0.43 0.04 0.46 0.46 0.39 0.39 0.39 0.39 0.39 0.39 Sat Flow, veh/h 1781 5083 162 1781 5097 151 1028 1870 1585 1242 1870 1585 Grp Volume(v), veh/h 26 1234 669 61 971 526 41 100 46 129 307 46 Grp Sat Flow(s),veh/h/ln1781 1702 1841 1781 1702 1843 1028 1870 1585 1242 1870 1585 Q Serve(g_s), s 1.7 38.0 38.1 4.0 25.5 25.5 3.6 4.1 2.2 8.9 14.2 2.2 Cycle Q Clear(g_c), s 1.7 38.0 38.1 4.0 25.5 25.5 17.8 4.1 2.2 13.0 14.2 2.2 Prop In Lane 1.00 0.09 1.00 0.08 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 35 1474 797 78 1558 843 333 721 611 497 721 611 V/C Ratio(X) 0.75 0.84 0.84 0.78 0.62 0.62 0.12 0.14 0.08 0.26 0.43 0.08 Avail Cap(c_a), veh/h 91 1474 797 112 1558 843 333 721 611 497 721 611 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.5 29.7 29.7 55.7 24.2 24.2 33.2 23.5 22.9 27.7 26.6 22.9 Incr Delay (d2), s/veh 11.3 5.8 10.3 11.8 1.9 3.5 0.8 0.4 0.2 1.3 1.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 16.3 18.7 2.0 10.5 11.7 1.0 1.9 0.9 2.8 6.7 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.8 35.5 40.0 67.5 26.1 27.7 33.9 23.9 23.1 29.0 28.4 23.1 LnGrp LOS E D D E CCCCCCCC
Approach Vol, veh/h 1929 1558 187 482
Approach Delay, s/veh 37.5 28.3 25.9 28.1
Approach LOS DCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.9 58.9 52.0 9.8 56.0 52.0
Change Period (Y+Rc), s 4.6 5.0 6.6 4.6 5.0 6.6
Max Green Setting (Gmax), s6.0 52.4 45.4 7.4 51.0 45.4
Max Q Clear Time (g_c+I1), s3.7 27.5 19.8 6.0 40.1 16.2 Green Ext Time (p_c), s 0.0 17.2 0.8 0.0 9.9 2.5
Intersection Summary
HCM 6th Ctrl Delay 32.4
HCM 6th LOS C

Page 399 of 506 ends

San Marino - Circulation Study Future Near-term
14: Virginia Rd & Roanoke Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 14 ends

Intersection
Intersection Delay, s/veh11.4
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 6 3 177 388 7
Future Vol, veh/h 5 6 3 177 388 7
Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80
Heavy Vehicles, % 2 22222
Mvmt Flow 6 8 4 221 485 9
Number of Lanes 1 00110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach RightNB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.3 9.2 12.5

HCM LOS A A B

Lane NBLn1 EBLn1 SBLn1
Vol Left, % 2% 45% 0%
Vol Thru, % 98% 0% 98%
Vol Right, % 0% 55% 2%
Sign Control Stop Stop Stop
Traffic Vol by Lane 180 11 395
LT Vol 3 5 0
Through Vol 177 0 388
RT Vol 0 6 7
Lane Flow Rate 225 14 494
Geometry Grp 1 1 1
Degree of Util (X) 0.278 0.02 0.564
Departure Headway (Hd) 4.449 5.221 4.115
Convergence, Y/N Yes Yes Yes
Cap 812 688 864
Service Time 2.451 3.232 2.197
HCM Lane V/C Ratio 0.277 0.02 0.572
HCM Control Delay 9.2 8.3 12.5
HCM Lane LOS A A B
HCM 95th-tile Q 1.1 0.1 3.6

Page 400 of 506 ends

San Marino - Circulation Study Future Near-term
15: Alhambra Rd/Virginia Rd & Lorain Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 15 ends

Intersection
Intersection Delay, s/veh14.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 124 8 48 57 78 3 76 83 242 143 7
Future Vol, veh/h 6 124 8 48 57 78 3 76 83 242 143 7
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 2 22222222222
Mvmt Flow 7 139 9 54 64 88 3 85 93 272 161 8
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 11.2 11.6 10.6 18.5

HCM LOS B B B C

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 2% 4% 26% 62%
Vol Thru, % 47% 90% 31% 36%
Vol Right, % 51% 6% 43% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 162 138 183 392
LT Vol 3 6 48 242
Through Vol 76 124 57 143
RT Vol 83 8 78 7
Lane Flow Rate 182 155 206 440
Geometry Grp 1111
Degree of Util (X) 0.274 0.259 0.328 0.662
Departure Headway (Hd) 5.424 6.008 5.734 5.41
Convergence, Y/N Yes Yes Yes Yes
Cap 659 594 623 665
Service Time 3.492 4.082 3.803 3.461
HCM Lane V/C Ratio 0.276 0.261 0.331 0.662
HCM Control Delay 10.6 11.2 11.6 18.5
HCM Lane LOS B B B C
HCM 95th-tile Q 1.1 1 1.4 5

Page 401 of 506 ends

San Marino - Circulation Study Future Near-term
16: West Dr/Cambridge Rd & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 16 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 1888 44 140 1353 5 35 39 84 80 75 9 Future Volume (veh/h) 41 1888 44 140 1353 5 35 39 84 80 75 9 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 1967 46 146 1409 5 36 41 88 83 78 9 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 55 1929 45 162 2288 8 157 184 348 332 301 33 Arrive On Green 0.03 0.38 0.38 0.09 0.44 0.44 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 1781 5133 120 1781 5252 19 295 452 853 704 737 81 Grp Volume(v), veh/h 43 1304 709 146 913 501 165 0 0 170 0 0 Grp Sat Flow(s),veh/h/ln1781 1702 1849 1781 1702 1867 1599 0 0 1522 0 0 Q Serve(g_s), s 2.9 45.1 45.1 9.7 24.8 24.8 0.0 0.0 0.0 0.8 0.0 0.0 Cycle Q Clear(g_c), s 2.9 45.1 45.1 9.7 24.8 24.8 7.6 0.0 0.0 8.3 0.0 0.0 Prop In Lane 1.00 0.06 1.00 0.01 0.22 0.53 0.49 0.05
Lane Grp Cap(c), veh/h 55 1279 695 162 1483 813 689 0 0 666 0 0 V/C Ratio(X) 0.78 1.02 1.02 0.90 0.62 0.62 0.24 0.00 0.00 0.26 0.00 0.00 Avail Cap(c_a), veh/h 105 1279 695 162 1483 813 689 0 0 666 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.7 37.4 37.5 54.0 26.1 26.1 23.3 0.0 0.0 23.4 0.0 0.0 Incr Delay (d2), s/veh 8.5 30.0 39.5 42.7 1.9 3.5 0.8 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 23.7 27.6 6.3 10.3 11.7 3.2 0.0 0.0 3.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.2 67.5 76.9 96.8 28.0 29.6 24.1 0.0 0.0 24.3 0.0 0.0 LnGrp LOS E F F F C C C A A C A A
Approach Vol, veh/h 2056 1560 165 170
Approach Delay, s/veh 70.7 35.0 24.1 24.3
Approach LOS E C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.8 56.6 55.6 15.0 49.4 55.6
Change Period (Y+Rc), s 4.1 4.3 6.6 4.1 4.3 6.6
Max Green Setting (Gmax), s7.1 48.9 49.0 10.9 45.1 49.0 Max Q Clear Time (g_c+I1), s4.9 26.8 9.6 11.7 47.1 10.3 Green Ext Time (p_c), s 0.0 15.0 1.1 0.0 0.0 1.1
Intersection Summary
HCM 6th Ctrl Delay 52.7
HCM 6th LOS D

Page 402 of 506 ends

San Marino - Circulation Study Future Near-term
17: Allen Ave & California Blvd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 17 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 63 721 34 8 350 29 80 270 41 47 209 57 Future Volume (veh/h) 63 721 34 8 350 29 80 270 41 47 209 57 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 64 736 35 8 357 30 82 276 42 48 213 58 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 341 749 36 81 720 60 172 561 81 129 552 142
Arrive On Green 0.42 0.42 0.42 0.42 0.42 0.42 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 997 1771 84 698 1702 143 279 1215 175 189 1194 307 Grp Volume(v), veh/h 64 0 771 8 0 387 400 0 0 319 0 0
Grp Sat Flow(s),veh/h/ln 997 0 1855 698 0 1845 1669 0 0 1691 0 0 Q Serve(g_s), s 5.0 0.0 41.0 1.1 0.0 15.3 4.1 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 20.3 0.0 41.0 42.2 0.0 15.3 15.6 0.0 0.0 11.5 0.0 0.0 Prop In Lane 1.00 0.05 1.00 0.08 0.20 0.10 0.15 0.18
Lane Grp Cap(c), veh/h 341 0 785 81 0 780 815 0 0 823 0 0 V/C Ratio(X) 0.19 0.00 0.98 0.10 0.00 0.50 0.49 0.00 0.00 0.39 0.00 0.00 Avail Cap(c_a), veh/h 341 0 785 81 0 780 815 0 0 823 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 28.5 0.0 28.5 49.3 0.0 21.1 18.5 0.0 0.0 17.6 0.0 0.0 Incr Delay (d2), s/veh 1.2 0.0 28.1 2.4 0.0 2.2 2.1 0.0 0.0 1.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.3 0.0 23.5 0.3 0.0 6.9 6.7 0.0 0.0 5.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.7 0.0 56.6 51.7 0.0 23.3 20.6 0.0 0.0 18.9 0.0 0.0 LnGrp LOS C A E D A C C AABAA
Approach Vol, veh/h 835 395 400 319
Approach Delay, s/veh 54.6 23.9 20.6 18.9
Approach LOS D C C B
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 48.2 51.8 48.2 51.8
Change Period (Y+Rc), s 5.9 5.6 5.9 5.6
Max Green Setting (Gmax), s 42.3 46.2 42.3 46.2
Max Q Clear Time (g_c+I1), s 44.2 13.5 43.0 17.6
Green Ext Time (p_c), s 0.0 2.2 0.0 2.8
Intersection Summary
HCM 6th Ctrl Delay 35.6
HCM 6th LOS D

Page 403 of 506 ends

San Marino - Circulation Study Future Near-term
18: Allen Ave & Orlando Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 18 ends

Intersection
Intersection Delay, s/veh12.5
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 62 10 3 30 128 38 264 53 177 41 20 Future Vol, veh/h 13 62 10 3 30 128 38 264 53 177 41 20 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 2 22222222222
Mvmt Flow 15 70 11 3 34 144 43 297 60 199 46 22
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 10.1 10.4 14.4 12

HCM LOS B B B B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 11% 15% 2% 74%
Vol Thru, % 74% 73% 19% 17%
Vol Right, % 15% 12% 80% 8%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 355 85 161 238
LT Vol 38 13 3 177
Through Vol 264 62 30 41
RT Vol 53 10 128 20
Lane Flow Rate 399 96 181 267
Geometry Grp 1111
Degree of Util (X) 0.561 0.158 0.27 0.401
Departure Headway (Hd) 5.065 5.966 5.368 5.399
Convergence, Y/N Yes Yes Yes Yes
Cap 710 600 668 666
Service Time 3.1 4.02 3.415 3.438
HCM Lane V/C Ratio 0.562 0.16 0.271 0.401
HCM Control Delay 14.4 10.1 10.4 12
HCM Lane LOS BBBB
HCM 95th-tile Q 3.5 0.6 1.1 1.9

Page 404 of 506 ends

San Marino - Circulation Study Future Near-term
19: Oxford Rd & Euston Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 19 ends

Intersection
Intersection Delay, s/veh 9.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 80 69 9 18 67 4 6 79 71 24 151 82
Future Vol, veh/h 80 69 9 18 67 4 6 79 71 24 151 82
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 22222222222
Mvmt Flow 88 76 10 20 74 4 7 87 78 26 166 90
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 10 9.2 9.2 10.4

HCM LOS A A A B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 4% 51% 20% 9%
Vol Thru, % 51% 44% 75% 59%
Vol Right, % 46% 6% 4% 32%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 156 158 89 257
LT Vol 6 80 18 24
Through Vol 79 69 67 151
RT Vol 71 9 4 82
Lane Flow Rate 171 174 98 282
Geometry Grp 1111
Degree of Util (X) 0.224 0.25 0.143 0.366
Departure Headway (Hd) 4.713 5.184 5.246 4.669
Convergence, Y/N Yes Yes Yes Yes
Cap 754 686 676 765
Service Time 2.792 3.269 3.34 2.738
HCM Lane V/C Ratio 0.227 0.254 0.145 0.369
HCM Control Delay 9.2 10 9.2 10.4
HCM Lane LOS AAAB
HCM 95th-tile Q 0.9 1 0.5 1.7

Page 405 of 506 ends

San Marino - Circulation Study Future Near-term
20: Sierra Madre Blvd & California Blvd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 20 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 555 37 19 245 31 57 773 58 79 945 37 Future Volume (veh/h) 53 555 37 19 245 31 57 773 58 79 945 37 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 56 584 39 20 258 33 60 814 61 83 995 39 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 441 768 51 202 720 92 77 1154 86 106 1204 47 Arrive On Green 0.44 0.44 0.44 0.44 0.44 0.44 0.04 0.34 0.34 0.06 0.35 0.35 Sat Flow, veh/h 1088 1734 116 801 1625 208 1781 3351 251 1781 3486 137 Grp Volume(v), veh/h 56 0 623 20 0 291 60 432 443 83 507 527 Grp Sat Flow(s),veh/h/ln1088 0 1850 801 0 1833 1781 1777 1825 1781 1777 1846 Q Serve(g_s), s 3.5 0.0 27.8 2.1 0.0 10.3 3.3 20.6 20.6 4.5 25.7 25.7 Cycle Q Clear(g_c), s 13.8 0.0 27.8 29.9 0.0 10.3 3.3 20.6 20.6 4.5 25.7 25.7 Prop In Lane 1.00 0.06 1.00 0.11 1.00 0.14 1.00 0.07
Lane Grp Cap(c), veh/h 441 0 820 202 0 812 77 612 629 106 614 637 V/C Ratio(X) 0.13 0.00 0.76 0.10 0.00 0.36 0.78 0.71 0.71 0.78 0.83 0.83 Avail Cap(c_a), veh/h 441 0 820 202 0 812 125 612 629 152 614 637 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.7 0.0 22.9 35.5 0.0 18.1 46.5 27.9 27.9 45.5 29.4 29.4 Incr Delay (d2), s/veh 0.6 0.0 6.6 1.0 0.0 1.2 6.2 6.7 6.5 9.1 12.1 11.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.0 0.0 13.1 0.5 0.0 4.5 1.6 9.7 9.9 2.2 12.7 13.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.3 0.0 29.5 36.5 0.0 19.3 52.6 34.6 34.4 54.6 41.5 41.1 LnGrp LOS C A C D A B DCCDDD
Approach Vol, veh/h 679 311 935 1117
Approach Delay, s/veh 29.0 20.4 35.6 42.3
Approach LOS CCDD
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 49.0 10.3 38.8 49.0 10.4 38.7
Change Period (Y+Rc), s * 5.5 6.1 4.9 * 5.5 4.6 * 4.9
Max Green Setting (Gmax), s * 44 6.9 33.1 * 44 8.4 * 34 Max Q Clear Time (g_c+I1), s 31.9 5.3 27.7 29.8 6.5 22.6 Green Ext Time (p_c), s 0.9 0.0 3.6 2.6 0.0 5.5
Intersection Summary
HCM 6th Ctrl Delay 35.0
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Page 406 of 506 ends

San Marino - Circulation Study Future Near-term
21: San Marino Ave & Lombardy Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 21 ends

Intersection
Int Delay, s/veh 20.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 43 17 6 15 14 5 857 6 51 938 6
Future Vol, veh/h 11 43 17 6 15 14 5 857 6 51 938 6
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 2 22222222222
Mvmt Flow 11 45 18 6 16 15 5 893 6 53 977 6
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2008 1995 980 2024 1995 896 983 0 0 899 0 0 Stage 1 1086 1086 - 906 906 -------
Stage 2 922 909 - 1118 1089 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 44 60 303 43 60 339 703 - - 756 - -
Stage 1 262 292 - 331 355 -------
Stage 2 324 354 - 251 291 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 28 50 303 8 50 339 703 - - 756 - -
Mov Cap-2 Maneuver 28 50 - 8 50 -------
Stage 1 258 247 - 326 350 -------
Stage 2 292 349 - 163 246 -------
Approach EB WB NB SB
HCM Control Delay, s$ 373.9 $ 391 0.1 0.5

HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 703 - - 54 32 756 - -
HCM Lane V/C Ratio 0.007 - - 1.37 1.139 0.07 - -
HCM Control Delay (s) 10.2 0 -$ 373.9 $ 391 10.1 0 -
HCM Lane LOS B A - F F B A -
HCM 95th %tile Q(veh) 0 - - 6.7 4 0.2 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

Page 407 of 506 ends

San Marino - Circulation Study Future Near-term
22: Sierra Madre Blvd & Robles Ave Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 22 ends

Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 19 16 19 64 4 848 15 0 988 5
Future Vol, veh/h 0 0 19 16 19 64 4 848 15 0 988 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 125 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 20 17 20 68 4 902 16 0 1051 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 528 1444 1974 459 1056 0 0 - - 0 Stage 1 - - - 918 918 -------
Stage 2 - - - 526 1056 -------
Critical Hdwy - - 6.94 7.54 6.54 6.94 4.14 -----
Critical Hdwy Stg 1 - - - 6.54 5.54 -------
Critical Hdwy Stg 2 - - - 6.54 5.54 -------
Follow-up Hdwy - - 3.32 3.52 4.02 3.32 2.22 -----
Pot Cap-1 Maneuver 0 0 495 93 61 549 655 - - 0 - -
Stage 1 0 0 - 292 349 - - - -0 - -
Stage 2 0 0 - 503 300 - - - -0 - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 495 88 60 549 655 -----
Mov Cap-2 Maneuver - - - 88 60 -------
Stage 1 - - - 288 344 -------
Stage 2 - - - 482 300 -------
Approach EB WB NB SB
HCM Control Delay, s 12.6 41.5 0 0

HCM LOS B E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBT SBR Capacity (veh/h) 655 - - 495 88 192 - -
HCM Lane V/C Ratio 0.006 - - 0.041 0.193 0.46 - -
HCM Control Delay (s) 10.5 - - 12.6 55.5 38.8 - -
HCM Lane LOS B - - B F E - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.7 2.2 - -

Page 408 of 506 ends

San Marino - Circulation Study Future Near-term
23: San Marino Ave/San Marino Ave/Sierra Madre Blvd & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 23 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 444 1451 67 47 1013 59 50 273 72 192 545 454 Future Volume (veh/h) 444 1451 67 47 1013 59 50 273 72 192 545 454 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 453 1481 68 48 1034 60 51 279 73 196 556 463 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 222222222222
Cap, veh/h 158 989 307 143 946 294 146 1306 336 185 1735 774 Arrive On Green 0.09 0.19 0.19 0.08 0.19 0.19 0.08 0.47 0.47 0.10 0.49 0.49 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 2799 719 1781 3554 1585 Grp Volume(v), veh/h 453 1481 68 48 1034 60 51 175 177 196 556 463 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1777 1741 1781 1777 1585 Q Serve(g_s), s 12.0 26.1 4.9 3.4 25.0 4.3 3.7 7.9 8.1 14.0 12.8 28.5 Cycle Q Clear(g_c), s 12.0 26.1 4.9 3.4 25.0 4.3 3.7 7.9 8.1 14.0 12.8 28.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.41 1.00 1.00
Lane Grp Cap(c), veh/h 158 989 307 143 946 294 146 829 812 185 1735 774 V/C Ratio(X) 2.86 1.50 0.22 0.34 1.09 0.20 0.35 0.21 0.22 1.06 0.32 0.60 Avail Cap(c_a), veh/h 158 989 307 172 946 294 172 829 812 185 1735 774 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.5 54.4 45.9 58.7 55.0 46.6 58.6 21.3 21.4 60.5 21.0 25.0 Incr Delay (d2), s/veh 854.6 229.2 1.7 0.5 58.2 1.6 0.5 0.6 0.6 83.3 0.5 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 43.0 32.2 2.1 1.6 15.8 1.9 1.7 3.5 3.5 10.6 5.5 11.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 916.1 283.6 47.5 59.2 113.2 48.1 59.1 21.9 22.0 143.8 21.4 28.4 LnGrp LOS F F D E F D E C C F C C
Approach Vol, veh/h 2002 1142 403 1215
Approach Delay, s/veh 418.7 107.5 26.6 43.8
Approach LOS F F C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.6 30.2 18.6 69.6 15.5 31.3 15.7 72.5 Change Period (Y+Rc), s 4.6 5.2 4.6 6.6 4.6 5.2 4.6 6.6 Max Green Setting (Gmax), s 12.0 25.0 14.0 63.0 13.0 24.0 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 27.0 16.0 10.1 5.4 28.1 5.7 30.5 Green Ext Time (p_c), s 0.0 0.0 0.0 4.0 0.0 0.0 0.0 11.4 Intersection Summary
HCM 6th Ctrl Delay 215.2
HCM 6th LOS F

Page 409 of 506 ends

San Marino - Circulation Study Future Near-term
24: San Marino Ave & Lorain Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 24 ends

Intersection
Intersection Delay, s/veh110.7
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 43 275 204 77 155 14 38 286 34 11 445 35 Future Vol, veh/h 43 275 204 77 155 14 38 286 34 11 445 35 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 2 22222222222
Mvmt Flow 45 286 213 80 161 15 40 298 35 11 464 36
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 156.3 32.8 57.8 139.7

HCM LOS F D F F

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 11% 8% 31% 2%
Vol Thru, % 80% 53% 63% 91%
Vol Right, % 9% 39% 6% 7%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 358 522 246 491
LT Vol 38 43 77 11
Through Vol 286 275 155 445
RT Vol 34 204 14 35
Lane Flow Rate 373 544 256 511
Geometry Grp 1111
Degree of Util (X) 0.899 1.244 0.665 1.196
Departure Headway (Hd) 10.007 8.917 10.782 9.275
Convergence, Y/N Yes Yes Yes Yes
Cap 365 413 338 394
Service Time 8.007 6.917 8.782 7.275
HCM Lane V/C Ratio 1.022 1.317 0.757 1.297
HCM Control Delay 57.8 156.3 32.8 139.7
HCM Lane LOS F F D F
HCM 95th-tile Q 9 21.2 4.5 18.8

Page 410 of 506 ends

San Marino - Circulation Study Future Near-term
25: Winston Ave & California Blvd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 25 ends

Intersection
Int Delay, s/veh 2.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 610 57 23 303 3 14 13 17 0 36 5
Future Vol, veh/h 8 610 57 23 303 3 14 13 17 0 36 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 125 - - 125 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 2 22222222222
Mvmt Flow 8 635 59 24 316 3 15 14 18 0 38 5
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 319 0 0 694 0 0 1068 1048 665 1063 1076 318 Stage 1 - - - - - - 681 681 - 366 366 -
Stage 2 - - - - - - 387 367 - 697 710 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1241 - - 901 - - 199 228 460 201 219 723 Stage 1 - - - - - - 440 450 - 653 623 -
Stage 2 - - - - - - 637 622 - 431 437 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1241 - - 901 - - 167 220 460 179 212 723 Mov Cap-2 Maneuver - - - - - - 167 220 - 179 212 -
Stage 1 - - - - - - 437 447 - 649 606 -
Stage 2 - - - - - - 577 605 - 399 434 -
Approach EB WB NB SB
HCM Control Delay, s 0.1 0.6 23 24

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 245 1241 - - 901 - - 232
HCM Lane V/C Ratio 0.187 0.007 - - 0.027 - - 0.184
HCM Control Delay (s) 23 7.9 - - 9.1 - - 24
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.7 0 - - 0.1 - - 0.7

Page 411 of 506 ends

San Marino - Circulation Study Future Near-term
26: Winston Ave & Robles Ave Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 26 ends

Intersection
Intersection Delay, s/veh 9.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 17 10 137 19 2 67 52 55 4 165 3
Future Vol, veh/h 2 17 10 137 19 2 67 52 55 4 165 3
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, % 222222222222
Mvmt Flow 2 20 12 165 23 2 81 63 66 5 199 4
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 8.3 10.1 9.4 9.6

HCM LOS ABAA

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 39% 7% 87% 2%
Vol Thru, % 30% 59% 12% 96%
Vol Right, % 32% 34% 1% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 174 29 158 172
LT Vol 67 2 137 4
Through Vol 52 17 19 165
RT Vol 55 10 2 3
Lane Flow Rate 210 35 190 207
Geometry Grp 1111
Degree of Util (X) 0.271 0.048 0.27 0.274
Departure Headway (Hd) 4.654 4.986 5.112 4.759
Convergence, Y/N Yes Yes Yes Yes
Cap 767 711 699 752
Service Time 2.705 3.064 3.174 2.809
HCM Lane V/C Ratio 0.274 0.049 0.272 0.275
HCM Control Delay 9.4 8.3 10.1 9.6
HCM Lane LOS AABA
HCM 95th-tile Q 1.1 0.2 1.1 1.1

Page 412 of 506 ends

San Marino - Circulation Study Future Near-term
27: Del Mar Ave & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 27 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 1598 83 137 863 66 34 171 110 106 233 34 Future Volume (veh/h) 51 1598 83 137 863 66 34 171 110 106 233 34 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 1647 86 141 890 68 35 176 113 109 240 35 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 67 2515 131 175 2893 898 243 457 387 199 453 71 Arrive On Green 0.04 0.51 0.51 0.10 0.57 0.57 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1781 4968 259 1781 5106 1585 1104 1870 1585 528 1855 289 Grp Volume(v), veh/h 53 1128 605 141 890 68 35 176 113 184 0 200 Grp Sat Flow(s),veh/h/ln1781 1702 1824 1781 1702 1585 1104 1870 1585 1021 0 1650 Q Serve(g_s), s 2.4 19.9 19.9 6.3 7.4 1.6 2.3 6.4 4.7 8.8 0.0 8.5 Cycle Q Clear(g_c), s 2.4 19.9 19.9 6.3 7.4 1.6 10.7 6.4 4.7 15.1 0.0 8.5 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 0.59 0.18
Lane Grp Cap(c), veh/h 67 1723 923 175 2893 898 243 457 387 320 0 403 V/C Ratio(X) 0.79 0.65 0.66 0.81 0.31 0.08 0.14 0.39 0.29 0.58 0.00 0.50 Avail Cap(c_a), veh/h 200 1723 923 230 2893 898 737 1292 1095 907 0 1140 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.7 14.8 14.8 35.9 9.2 8.0 31.0 25.6 25.0 30.2 0.0 26.4 Incr Delay (d2), s/veh 7.3 2.0 3.6 10.9 0.3 0.2 0.3 0.5 0.4 1.6 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.2 7.4 8.4 3.2 2.5 0.5 0.6 2.8 1.8 3.4 0.0 3.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.0 16.8 18.4 46.7 9.5 8.1 31.3 26.1 25.4 31.8 0.0 27.3 LnGrp LOS D B B D A A CCCCAC
Approach Vol, veh/h 1786 1099 324 384
Approach Delay, s/veh 18.2 14.2 26.4 29.5
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.2 50.3 23.7 12.1 45.4 23.7
Change Period (Y+Rc), s 4.1 4.3 3.9 4.1 4.3 3.9
Max Green Setting (Gmax), s9.1 42.5 56.1 10.5 41.1 56.1 Max Q Clear Time (g_c+I1), s4.4 9.4 12.7 8.3 21.9 17.1
Green Ext Time (p_c), s 0.0 12.5 1.6 0.0 15.6 2.7
Intersection Summary
HCM 6th Ctrl Delay 18.9
HCM 6th LOS B

Page 413 of 506 ends

San Marino - Circulation Study Future Near-term
28: Del Mar Ave & Lorain Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report

Page 28 ends

Intersection
Intersection Delay, s/veh30.3
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 43 47 234 15 130 24 20 245 15 57 378 46 Future Vol, veh/h 43 47 234 15 130 24 20 245 15 57 378 46 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222222222
Mvmt Flow 47 51 254 16 141 26 22 266 16 62 411 50
Number of Lanes 0 11011011011
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 16 15.1 21.1 50.5

HCM LOS C C C F

Lane NBLn1 NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2
Vol Left, % 8% 0% 48% 0% 10% 0% 13% 0%
Vol Thru, % 92% 0% 52% 0% 90% 0% 87% 0%
Vol Right, % 0% 100% 0% 100% 0% 100% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 265 15 90 234 145 24 435 46
LT Vol 20 0 43 0 15 0 57 0
Through Vol 245 0 47 0 130 0 378 0
RT Vol 0 15 0 234 0 24 0 46
Lane Flow Rate 288 16 98 254 158 26 473 50
Geometry Grp 77777777
Degree of Util (X) 0.609 0.031 0.22 0.505 0.364 0.055 0.946 0.089 Departure Headway (Hd) 7.615 6.856 8.11 7.142 8.306 7.528 7.202 6.418 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 472 518 440 501 430 472 501 555
Service Time 5.407 4.646 5.899 4.93 6.105 5.326 4.98 4.195 HCM Lane V/C Ratio 0.61 0.031 0.223 0.507 0.367 0.055 0.944 0.09 HCM Control Delay 21.7 9.9 13.2 17.1 15.8 10.8 54.8 9.8 HCM Lane LOS C A B C C B F A
HCM 95th-tile Q 4 0.1 0.8 2.8 1.6 0.2 11.7 0.3

Page 414 of 506 ends

San Marino - Circulation Study Future Near-term
29: Huntington Dr & Bradbury Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 29 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 69 1723 28 31 1063 0 34 3 7 7 13 43 Future Volume (veh/h) 69 1723 28 31 1063 0 34 3 7 7 13 43 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 72 1795 29 32 1107 0 35 3 7 7 14 45 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 93 2176 35 50 2585 0 502 46 91 255 492 657
Arrive On Green 0.05 0.42 0.42 0.03 0.40 0.00 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 1781 5176 84 1781 6696 0 1074 111 218 514 1186 1585 Grp Volume(v), veh/h 72 1180 644 32 1107 0 45 0 0 21 0 45 Grp Sat Flow(s),veh/h/ln1781 1702 1855 1781 1609 0 1403 0 0 1700 0 1585 Q Serve(g_s), s 4.5 34.9 34.9 2.0 14.1 0.0 1.5 0.0 0.0 0.0 0.0 1.9 Cycle Q Clear(g_c), s 4.5 34.9 34.9 2.0 14.1 0.0 2.2 0.0 0.0 0.8 0.0 1.9 Prop In Lane 1.00 0.05 1.00 0.00 0.78 0.16 0.33 1.00
Lane Grp Cap(c), veh/h 93 1431 780 50 2585 0 638 0 0 748 0 657 V/C Ratio(X) 0.78 0.82 0.83 0.64 0.43 0.00 0.07 0.00 0.00 0.03 0.00 0.07 Avail Cap(c_a), veh/h 170 1565 853 85 2686 0 638 0 0 748 0 657 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.1 29.1 29.1 54.5 24.5 0.0 20.0 0.0 0.0 19.6 0.0 20.0 Incr Delay (d2), s/veh 13.0 3.5 6.2 12.9 0.1 0.0 0.2 0.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.4 14.6 16.5 1.1 5.3 0.0 0.8 0.0 0.0 0.3 0.0 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.1 32.6 35.4 67.4 24.6 0.0 20.2 0.0 0.0 19.7 0.0 20.2 LnGrp LOS E C D E C A C AABAC
Approach Vol, veh/h 1896 1139 45 66
Approach Delay, s/veh 34.8 25.8 20.2 20.0
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.8 51.9 53.6 9.9 49.8 53.6
Change Period (Y+Rc), s 4.6 4.3 6.6 4.0 4.3 6.6
Max Green Setting (Gmax), s5.4 52.1 47.0 10.8 47.3 47.0 Max Q Clear Time (g_c+I1), s4.0 36.9 3.9 6.5 16.1 4.2
Green Ext Time (p_c), s 0.0 10.7 0.2 0.0 9.6 0.2
Intersection Summary
HCM 6th Ctrl Delay 31.0
HCM 6th LOS C

Page 415 of 506 ends

San Marino - Circulation Study Future Near-term
32: San Gabriel Blvd & California Blvd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report

Page 30 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 45 476 109 17 189 53 80 829 45 106 1289 38 Future Volume (veh/h) 45 476 109 17 189 53 80 829 45 106 1289 38 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 517 118 18 205 58 87 901 49 115 1401 41 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 420 570 130 116 723 613 166 1396 76 288 1471 43 Arrive On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.05 0.41 0.41 0.06 0.42 0.42 Sat Flow, veh/h 1116 1474 336 793 1870 1585 1781 3427 186 1781 3526 103 Grp Volume(v), veh/h 49 0 635 18 205 58 87 467 483 115 705 737 Grp Sat Flow(s),veh/h/ln1116 0 1810 793 1870 1585 1781 1777 1837 1781 1777 1852 Q Serve(g_s), s 3.1 0.0 32.9 2.2 7.5 2.3 2.8 20.9 20.9 3.7 38.0 38.2 Cycle Q Clear(g_c), s 10.6 0.0 32.9 35.0 7.5 2.3 2.8 20.9 20.9 3.7 38.0 38.2 Prop In Lane 1.00 0.19 1.00 1.00 1.00 0.10 1.00 0.06
Lane Grp Cap(c), veh/h 420 0 700 116 723 613 166 724 748 288 741 773 V/C Ratio(X) 0.12 0.00 0.91 0.15 0.28 0.09 0.52 0.65 0.65 0.40 0.95 0.95 Avail Cap(c_a), veh/h 420 0 700 116 723 613 180 724 748 366 744 776 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.6 0.0 28.7 45.3 20.9 19.3 23.6 23.6 23.6 18.0 27.9 27.9 Incr Delay (d2), s/veh 0.0 0.0 15.3 2.8 1.0 0.3 2.5 2.3 2.2 0.9 22.0 21.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.8 0.0 16.7 0.5 3.4 0.9 1.2 9.0 9.3 1.5 19.9 20.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.6 0.0 44.0 48.1 21.9 19.7 26.1 25.9 25.8 18.9 49.9 49.8 LnGrp LOS C A D D C B C C C B D D
Approach Vol, veh/h 684 281 1037 1557
Approach Delay, s/veh 42.7 23.1 25.9 47.5
Approach LOS DCCD
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 43.8 9.0 46.2 43.8 10.0 45.3
Change Period (Y+Rc), s * 5.5 4.5 4.9 * 5.5 4.5 * 4.9
Max Green Setting (Gmax), s * 38 5.3 41.5 * 38 9.9 * 38 Max Q Clear Time (g_c+I1), s 37.0 4.8 40.2 34.9 5.7 22.9 Green Ext Time (p_c), s 0.1 0.0 1.2 1.1 0.1 7.1
Intersection Summary
HCM 6th Ctrl Delay 38.4
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Page 416 of 506 ends

Innovating Through Informatics™
APPENDIX D – SWITRS DATA

Page 417 of 506 ends

SWITRS Query & Map
Result Summary
Date 01/01/2012 - 12/31/2021
County Los Angeles
City San Marino
Change Filters Download Raw Data
Total Crashes 599 Total Victims 2 Killed & 803
Injured
State Highway None
Ped Crashes 20 (3.3%) Bike Crashes 86 (14.4%) Motorcycle Crashes
21 (3.5%)
Overall

Page 418 of 506 ends

By Crash Severity
No. of Crashes
Number of Crashes by Crash Severity
599 Crashes
34%
62%
1 - Fatal 2 - Injury (Severe) 3 - Injury (Other Visible) 4 - Injury (Com Crash Severity
1 - Fatal 2 - Injury (Severe) 3 - Injury (Other
Visible)
4 0
100
200
300
400
Crash Severity Count %
1 - Fatal 2 0.33%
2 - Injury (Severe) 22 3.67%
3 - Injury (Other
Visible) 201 33.56%
4 - Injury (Complaint
of Pain) 374 62.44%

Page 419 of 506 ends

By Crash Type
No. of Crashes
Number of Crashes by Type of Crash
599 Crashes
9%
29% 38%
- - Not Stated A - Head-On B - Sideswipe
C - Rear End D - Broadside E - Hit Object
F - Overturned G - Vehicle/Pedestrian H - Other
Type of Crash
- - Not Stated
A - Head-On
B - Sideswipe
C - Rear End
D - Broadside
E - Hit Object
F - Overturned
G - Vehicle/Pe
0 100
200
300
Type of Crash Count %
- - Not Stated 15 2.50%
A - Head-On 34 5.68%
B - Sideswipe 54 9.02%
C - Rear End 172 28.71%
D - Broadside 229 38.23%
E - Hit Object 40 6.68%
F - Overturned 18 3.01%
G -
Vehicle/Pedestrian 21 3.51%
H - Other 16 2.67%

Page 420 of 506 ends

By Day of Week and Time
Number of Crashes per Day of Week per Time
599 Crashes
0 3 3 0 4 6
1 3 0 2 0 2
11 17 14 17 9 5
18 10 13 16 13 13
18 15 24 19 16 13
27 17 29 30 35 20
11 13 7 16 13 10
9 2 9 4 4 1
0 0 0 0 0 0
1 - Monday 2 - Tuesday 3 - Wednesday 4 - Thursday 5 - Friday 6 - Saturday 00:00~02:59
03:00~05:59
06:00~08:59
09:00~11:59
12:00~14:59
15:00~17:59
18:00~20:59
21:00~23:59
25:00 - Unknown

Page 421 of 506 ends

By Primary Crash Factor (PCF) Violation
Number of Crashes by PCF Violation
594 Crashes
35 35 (5.89%)
16 16 (2.69%)
172 172 (28.96%)
12 12 (2.02%)
97 97 (16.33%) 9 9 (1.52%)
106 106 (17.85%)
16 16 (2.69%)
86 86 (14.48%)
10 10 (1.68%)
00 - Unknown
01 - Driving or Bicycling Under the Influence of Alcohol or Drug 03 - Unsafe Speed
04 - Following Too Closely
05 - Wrong Side of Road
06 - Improper Passing
07 - Unsafe Lane Change
08 - Improper Turning
09 - Automobile Right of Way
10 - Pedestrian Right of Way
11 - Pedestrian Violation
12 - Traffic Signals and Signs
14 - Lights
PCF Violation
1/2

Page 422 of 506 ends

PCF
Violation Count %
00 - Unknown 35 5.89%
01 - Driving or
Bicycling Under
the Influence of
Alcohol or Drug
16 2.69%
03 - Unsafe Speed 172 28.96%
04 - Following Too
Closely 12 2.02%
05 - Wrong Side of
Road 7 1.18%
06 - Improper
Passing 9 1.52%
07 - Unsafe Lane
Change 9 1.52%
08 - Improper
Turning 97 16.33%
09 - Automobile
Right of Way 106 17.85%
10 - Pedestrian
Right of Way 16 2.69%
11 - Pedestrian
Violation 3 0.51%
12 - Traffic Signals
and Signs 86 14.48%
14 - Lights 1 0.17%
15 - Brakes 1 0.17%
17 - Other
Hazardous
Violation
6 1.01%

Page 423 of 506 ends

PCF
Violation Count %
18 - Other Than
Driver (or
Pedestrian)
6 1.01%
21 - Unsafe
Starting or Backing 10 1.68%
22 - Other
Improper Driving 2 0.34%

Page 424 of 506 ends

Innovating Through Informatics™
APPENDIX E – IMPROVEMENT COST ESTIMATES

Page 425 of 506 ends

Intersection Item Description Planning‐level
Cost Estimate Subtotal With 15%
Contingency
Construct an unsignalized marked crosswalk across Huntington Drive, along the east leg of the intersection. $3,750
RRFB control $10,000
Construct curb extensions/bulb‐outs on the southeast corner of the intersection + curb ramps $16,000
Pedestrian push buttons $2,000 $31,750
Construct curb extensions/bulb‐outs on the southwest corner of the intersection + curb ramps $18,000
Construct curb extensions/bulb‐outs on the southeast corner of the intersection + curb ramps $18,000
Roadway re‐striping along southbound approach
$5,000
Construct curb extensions/bulb‐outs on the northwest corner of the intersection + curb ramps $16,000
Construct curb extensions/bulb‐outs on the northeast corner of the intersection + curb ramps $16,000
Construct curb extensions/bulb‐outs on the southeast corner of the intersection + curb ramps $16,000
Construct an unsignalized marked crosswalk across Sierra Madre Boulevard, along the north side of the intersection. $3,750 RRFB control $10,000
Pedestrian push buttons $2,000
Contruct a traffic signal $350,000 $350,000 $402,500
Planning‐level Cost Estimates
Bedford Road/Huntington Drive
Los Robles Avenue/Mission Street
San Marino Avenue/
Huntington Drive
$41,000
$47,150
$36,510
$48,000
$55,200
$15,750
$18,110
Option 1
Option 2
Sierra Madre Boulevard/
Robles Avenue

Page 426 of 506 ends

-1-

CITY OF SAN MARINO TRAFFIC TASK FORCE
FINAL REPORT ON ITERIS’S RECOMMENDATIONS
To: San Marino Public Safety Commission
From: San Marino Traffic Task Force
Ghassan Roumani, M.D.

Justin Levy
Ryan Liu
Chris Maling
Wally Rosvall
Al Boegh, Chair, Public Safety Commission
John Incontro, Chief of Police
Michael Lin, Chief Business Official, San Marino Unified School District Amber Shah, Public Works Director
Leroy Avington, Motor Officer
Brittnie Camacho, Administrative Assistant
The Traffic Task Force (“TTF”) submits the following report evaluating the recommendations contained in Iteris’s DRAFT Report of its Citywide Traffic Circulation Study dated November 1, 2022. The members of the TTF have met five times to discuss (i) the Improvement Recommendations (Section 8.0) for five identified intersections and (ii) the Quick Fix Considerations (Section 8.4).

We encourage the Public Safety Commission to accept Iteris report as submitted and forward it to the City Council with our comments and recommendations.

Iteris’s Improvement Recommendations (Section 8.0-8.3)

1. Bedford Road/Huntington Drive
Perceived Problem
None delineated
Proposed Solution by Iteris

Page 427 of 506 ends

-2-
Consider the installation of curb extensions and an unsignalized marked crosswalk across Huntington Drive, along the east leg of the intersection. The location of the marked crosswalk would be approximately 1,200 feet from the nearest marked crosswalk to the east, at San Marino Avenue, and approximately 700 feet from the nearest marked crosswalk to the west, at West Drive. As part of the improvement, it is recommended that a Rectangular Rapid Flashing Beacon (RRFB) control with a pedestrian push‐button be installed along with a curb extension or bulb‐out on the south side. RRFB’s are user‐actuated amber LED’s that can be manually activated by pedestrians using a push button. It is anticipated that up to two angled on‐street parking spaces would need to be removed to accommodate the new crosswalk. A similar configuration can be found along Huntington Drive, east of San Marino Avenue at the Ridgeway Road and Kenilworth Avenue intersections.

Planning Level Cost Estimates
$54,910
Expected Result
This improvement would provide enhanced pedestrian safety for pedestrians accessing commercial uses on the south side of Huntington Drive from residential areas north of Huntington Drive.

TTF Recommendation
A majority of the members of the TTF did not support the recommendations because either there was not an identified problem with this intersection or they believe that the addition of a crosswalk across Huntington would raise safety concerns to pedestrians. There are signaled crosswalks at West/Cambridge only a block west.

Two members expressed an overall preference to not install uncontrolled pedestrian crossings across roadways like Huntington or Sierra Madre.

Two other members of the TFF felt the addition of a marked crosswalk at this intersection with signage and user activated LED lights similar to those on Huntington at Ridgeway and Kennilworth would be a worthwhile improvement to this intersection.

Although this intersection may not have as much pedestrian traffic as the Ridgeway and Kennilworth intersections, there are pedestrians who cross Huntington in the area of this intersection without a crosswalk or light.

If a crosswalk is not added to this intersection, the TTF recommends that a curb extension on the southeast corner be considered. This addition would increase the visibility of eastbound traffic on Huntington by northbound vehicles on Bedford seeking to cross or turn right onto Huntington.

Page 428 of 506 ends

-3-

2. San Marino Avenue/Huntington Drive
Perceived problem
Pedestrian crossing time of approximately 58 to 64 seconds is currently required to cross Huntington Drive. Two southbound lanes on north side of Huntington Drive merge within a few hundred feet into one southbound lane south of Huntington Drive creating congestion and potential for collisions.

Proposed solution.

Consider the construction of curb extensions to reduce pedestrian crossing distances across Huntington Drive. As an additional measure, re‐striping of the southbound approach to one right‐turn lane, one through lane, and one left‐turn lane (a reduction of one through lane) could accommodate additional southbound left‐turn storage while reducing to one through lane in advance of Huntington Drive—rather than a lane reduction, leading to merging of vehicles, south of Huntington Drive.

Planning Level Cost Estimates
$41,400
Expected Result
This measure would allow for reallocation of the intersection’s signal timing by reducing the Flashing Don’t Walk phase required. This measure would also enhance intersection safety by improving a driver’s awareness of a pedestrian that is waiting to cross or beginning to cross.

Re‐striping of the southbound approach to one right‐turn lane, one through lane, and one left‐turn lane (a reduction of one through lane) could accommodate additional southbound left‐turn storage while reducing to one through lane in advance of Huntington Drive—rather than a lane reduction, leading to merging of vehicles, south of Huntington Drive
TTF Recommendation
The TTF recommends further study of the Iteris recommendations for lane adjustments southbound on San Marino Avenue, as well as the addition of curb extensions. The follow up study could also be expanded to include other possible changes further north on Sierra Madre Boulevard and to the area near Starbucks.

The TTF initially was in support of the lane reduction and restriping north of Huntington, however, we were concerned that the change would move the merging of

Page 429 of 506 ends

-4-
lanes travelling south of Huntington to north of Huntington where the traffic is coming off a curve, merging with San Marino Avenue and travelling at a higher rate of speed.

Narrowing to a single southbound lane on north side of Huntington Drive might help avoid congestion caused by the merger of two lanes into one lane just south of Huntington Drive, but it might also encourage some drivers to turn east or west and avoid San Marino Avenue south of Huntington entirely.

Chief Incontro also added: “I believe narrowing the southbound lanes to three, left turn, straight and right turn only is likely safer and more efficient way to slow traffic onto the south part of San Marino. In addition, we should consider a No Right Turn on Red Light at Huntington Drive. The addition of curb striping eliminating the right lane on San Marino Ave, south of the Drive may make that street slower and perhaps less desirable. It may be a good thought for all of the N/S streets in the City that nonresidents use for cut-throughs in the City.” Adding the curb extensions would reduce the time for pedestrian to cross Huntington, but they would interfere with the bus lanes on Huntington on the southeast and northwest corners.

3. Los Robles Ave/Mission Street
Perceived problem
The intersection is skewed, resulting in longer crosswalks and pedestrian crossing times than if the streets intersected at a 90‐degree angle. The north leg crosswalk is approximately 80 feet long and west leg crosswalk is approximately 88 feet long. The tight angle formed by the two crosswalks also restricts traffic flow.

Proposed solution
Consider the construction of curb extensions at the northwest corner of the intersection to reduce pedestrian crossing distances across both Los Robles Avenue and Mission Street. Iteris also suggested considering curb extensions to the NE and SE corners and provided a diagram showing them (see Figure 8).

Planning Level Cost Estimates
$36,800
Expected Result
Decreased pedestrian crossing times, increased traffic flow.

Page 430 of 506 ends

-5-
Planning Level Cost Estimates
$36,800
Expected Result
Decreased pedestrian crossing times, increased traffic flow.

TTF Recommendation
The members of the TTF were equally split of the recommendation to add curb extensions at the intersection. Those opposed did not believe there was a need for the recommended changes. This proposal was studied by the PSC some time ago and received significant support but before implementation, we recommend the consideration of a survey of businesses and residents.

Other members of the TTF believed that the curb extensions should be considered, especially on the northwest corner of this awkward intersection.

Iteris ranked this change second in priority and considers it offers a significant improvement in safety. The northwest curb extension design chokes entrance to Mission westbound. The curb extensions may contribute to calming traffic in the business district supporting pedestrians crossing Mission to reach businesses but may impact the gasoline station.

4. Sierra Madre Boulevard/Robles
Avenue Perceived problem
Robles is the east/west road on the north side of San Marino High School and used to reach the school from the west side of Sierra Madre Bl. Traffic volume (about 20,000 a day) on Sierra Madre Bl. makes crossing challenging. There is no marked crosswalk.

Proposed solution.

Consider the installation of an unsignalized marked crosswalk across Sierra Madre Boulevard, along the north side of the intersection. As part of the improvement, it is recommended that a RRFB control with a pedestrian push‐button be installed along with curb extensions for enhanced visibility of pedestrians.

Planning Level Cost Estimates
$18,110

Page 431 of 506 ends

-6-
Expected Result
Improved safety
TTF Recommendation
The TTF does not support the addition of a crosswalk with a RRFB control as it would be a safety concern. Some of the members of the TTF were in favor of a traffic signal that would allow a safer crossing of Sierra Madre for both pedestrians and vehicles. It would also have an ancillary benefit of slowing southbound traffic on Sierra Madre Boulevard since there is no traffic control (stop sign or traffic light) between California and Huntington Drive, speeds often exceed the posted limit.

However, the TTF recommends exploring installing a traffic signal.

Iteris’s Quick Fix Considerations (Section 8.4)

1. Include all-red phase at all signalized intersections Supported

2. Install new Caltrans standard reflective back plates to all signa heads Supported but low priority – other cities are not implementing this change widely.

3. Adopt a retroreflective program for all regulatory signs, consistent with the Manual of Uniform Traffic Control Devices (“MUTCD”) to ensure that all lights meet minimum standards, with a priority on areas where collisions have occurred at night or early morning
Supported (This may be already underway.)

4. Adopt a program that annually addresses the education component to traffic Safety
Supported

5. Update school safety Changeable Message Signs (”CMSs”) that are currently in place
Supported, but prefer programable or interactive signs that would run only during school pick-up and drop-off times and avoid continuous flashing signs.

Page 432 of 506 ends

-7-

6. Adopt a program of regular tree maintenance, addressing clearances for traffic signage of trees within the public right-of-way
Supported the continuation of what is currently underway.

7. Adopt City-specific Stop Sign Warrant criteria consistent with the MUTCD Supports City continuing to follow the MUTCD as it has done in the past. Nothing needs to be adopted to supplement our current practice.

Page 433 of 506 ends

TO: Mayor and City Council
FROM: Philippe Eskandar, City Manager
BY: Amber Shah, Parks & Public Works Director
DATE: February 14, 2024
SUBJECT: REJECTION OF ALL BIDS FOR THE STREETLIGHT
REPLACEMENT PROGRAM PROJECT NO. 23-9274

STRATEGIC PLAN CRITICAL SUCCESS FACTORS
Efficient, Responsive, and Effective City Services
Fiscally Responsible and Transparent City Government
Well-Maintained Infrastructure

BACKGROUND
In 2019, the City Council approved a capital improvement program to replace the older, fluted, tear-drop style metal light standards that were beginning to corrode due to age with the acorn-style concrete streetlight standards installed throughout the majority of the City. For the FY 23-24 project, replacements were scheduled for thirteen (13) streetlight standards on Lorain Road between Del Mar Avenue and Bellwood Road. A total of $165,821 was budgeted for the project, including $75,000 in new FY 23-24 funds and a rebudget of $90,821 from FY 22-23.

A bid opening for the Streetlight Replacement Program project was held on January 31, 2024. The apparent lowest bid at $214,214 was more than 29% over the $165,821 budget appropriated for the project. Based on the bids received exceeding the appropriated budget, staff recommends the Council reject all bids for the project and authorize staff to consider revising the scope of the project and/or consider other alternatives to complete the project.

Steven W. Huang, DDS, Mayor
Gretchen Shepherd Romey, Vice Mayor
Tony Chou, Council Member
Calvin Lo, Council Member
Steve Talt, Council Member

Page 434 of 506 ends

DISCUSSION
The Department prepared the plans and specifications for the replacement of thirteen (13) metal streetlight standards with the acorn-style concrete streetlight standard on Lorain Road between Del Mar Avenue and Bellwood Road. The project’s scope of work included the removal and replacement of existing street light standards and concrete foundations, and all appurtenant electrical work necessary to connect the new concrete streetlight standards to the City’s street lighting system. The project was advertised for bids via the City’s electronic bid portal. On January 31, 2024, a total of five bids were received ranging from $214,214 to $277,329. California Professional Engineering was the apparent lowest bidder. A summary of all bids received is shown below.

Bidder Bid Amount
California Professional Engineering $214,214
VT Electric, Inc. $222,100
Techsico $235,985.04
Servitek Electric $242,372
Amazing Electric, Inc. $277,329
Project Budget $165,821
The bids came in significantly higher than anticipated exceeding the appropriated budgeted for the project. This is primarily due to dramatic cost increases for materials and labor affecting the construction industry, and is a reflection of the significant inflation that has been seen across all industries over the past few years. For comparison, the lowest unit bid price of $15,978/each for the streetlight standards was more than double the cost of the most recent project the City completed in 2021 at which time they were $7,285/each.

As a result, staff recommends rejection of all bids at this time and requests authorization for staff to consider revising the scope of the project and/or consider other alternatives to complete the project. This may enable a portion of the project to still be completed during FY 23-24 while also being mindful of the City’s overall budget.

FISCAL IMPACT & PROCUREMENT REVIEW
None

Page 435 of 506 ends

LEGAL REVIEW
The City Attorney's office has reviewed and approved as to form.

RECOMMENDATION
Staff recommends that the City Council reject all bids for the Streetlight Replacement Program Project No. 23-9274 and authorize staff to consider revising the scope of the project and/or consider other alternatives to complete the project. If the Council concurs with staff’s recommendation, an appropriate motion would be:
“I move to reject all bids for the Streetlight Replacement Program Project No. 23-9274.”

ATTACHMENTS

1. Bid Tabulation Summary Sheet

Page 436 of 506 ends

Name Streetlight Replacement Program
Proj. No. 23-9274
Bid
Opening January 31, 2024 Probable Estimate
of Cost (Note 1)
Item
Number Item Description Unit Quantity Unit Price Extended Amount Unit Price Extended Amount Unit Price Extended Amount Unit Price Extended Amount Unit Price Extended Amount Unit Price Extended Amount 1 Removal of existing light standards,
procurement and installation of new "Acorn"
style concrete-fluted light standard, globe and
skirt tenon, and all associated work
Ea 13 10,000.00 130,000.00 15,978.00 207,714.00 16,700.00 217,100.00 17,768.08 230,985.04 17,144.00 222,872.00 21,333.00 277,329.00 2 Mobilization LS 1 5,000.00 5,000.00 6,500.00 6,500.00 5,000.00 5,000.00 5,000.00 5,000.00 19,500.00 19,500.00 7,000.00 7,000.00 TOTAL BASE AMOUNT 135,000.00 214,214.00 222,100.00 235,985.04 242,372.00 284,329.00 A1
Removal of existing light standards, installation
owner-provided light standard, globe and skirt
tenon, and all associated work
--- 10 5,000.00 50,000.00 7,000.00 70,000.00 6,675.00 66,750.00 10,500.00 105,000.00 12,000.00 120,000.00 15,000.00 150,000.00 TOTAL ADDITIVE 50,000.00 70,000.00 66,750.00 105,000.00 120,000.00 150,000.00 TOTAL BID PRICE 185,000.00 284,214.00 288,850.00 340,985.04 362,372.00 434,329.00 Checked by: Robert Bauman NOTES

1. Probable Estimate of Cost estimated from prior project no. 21-9274

CITY OF SAN MARINO

BID TABULATION SUMMARY SHEET
Bidder #3
Name: Techsico, San Marcos, CA
Bidder #4
Name:Servitek Electric, Inc., Walnut
Bidder #5
Name: Amazing Electric, Inc. Altadena, CA
Approved by:

Bidder #1
Name: California Professional
Engineering, La Puente, CA
Bidder #2
Name: VT Electric, Inc. Ontario, CA
Bid Tabulation Summary Sheet Printed: 1/31/2024 Page 1

Page 437 of 506 ends

TO: Mayor and City Council
FROM: Philippe Eskandar, City Manager
BY: Terry Shea, Interim Finance Director
Mark Siegfried, Accounting Manager/Controller
DATE: February 14, 2024
SUBJECT: RECEIVE AND FILE MONTHLY DISBURSEMENTS REPORT
FOR JANUARY 2024

STRATEGIC PLAN CRITICAL SUCCESS FACTORS
Efficient, Responsive, and Effective City Services
Fiscally Responsible and Transparent City Government

BACKGROUND
The City publishes a report on total disbursements each month pursuant to Government Code Sections 37202 and 37208.

DISCUSSION
There are three source points for disbursement: (1) items disbursed from the City’s General Checking account, including electronic funds transfers (EFTs); (2) items disbursed from the City’s Workers’ Compensation Account (collaboratively managed by City staff and the workers’ compensation thirdparty administrator); and (3) items disbursed through the payroll process, inclusive of direct deposit transfers to employees, hardcopy checks issued to employees, and electronic transfers to State and Federal taxing authorities.

FISCAL IMPACT & PROCUREMENT REVIEW
Procurement review is not applicable.

Steven W. Huang, DDS, Mayor
Gretchen Shepherd Romey, Vice Mayor
Tony Chou, Council Member
Calvin Lo, Council Member
Steve Talt, Council Member

Page 438 of 506 ends

JANUARY 2024 DISBURSEMENTS SUMMARY
EXPENDITURES BY MONTH – PAST SIX MONTHS VERSUS PRIOR YEAR Description Am ount
General Account Checks $ 426,935
General Account Electronic Fund Transfers 659,605
Worker's Compensation Checks 49,723
Salaries and Taxes Paid 1,068,360
$ 2,204,623
Operating Expenditures $ 1,872,096 85%
CIP Expenditures 332,527 15%
$ 2,204,623
S chedule of Disbursem ents - Ja nua ry 2024

Page 439 of 506 ends

LEGAL REVIEW
The City Attorney's office has reviewed and approved as to form.

RECOMMENDATION
Staff recommends the Council receive and file the Monthly Disbursements Report for the month of January 2024. If the City Council concurs with staff’s recommendation, an appropriate motion would be:
“I move to receive and file the Monthly Disbursements Report for the month of January 2024.”

ATTACHMENTS

1. January 2024 Transactions by Account Summary

Page 440 of 506 ends

User:

Printed: 01/25/2024 - 11:49AM
MSiegfried
Transactions by Account
Batch: 00000.00.0000
Accounts Payable
Account Number Vendor Description GL Date Check No Amount PO No 101-00-1000-2355 Mark Siegfried Petty Cash Drawer-CDD 01/26/2024 18854 200.00 Vendor Subtotal: 200.00
101-00-1060-0000 Advance Auto Parts Vapor Vent 01/12/2024 18740 25.79 101-00-1060-0000 Advance Auto Parts Brake Pads 01/12/2024 18740 200.61 Vendor Subtotal: 226.40
101-00-1060-0000 Ford of Montebello Catalytic Converter Bolts 01/12/2024 18773 26.02 101-00-1060-0000 Ford of Montebello Catalytic Converter 01/12/2024 18773 1,755.18 101-00-1060-0000 Ford of Montebello Seat Shield 01/26/2024 18832 92.28 Vendor Subtotal: 1,873.48
101-00-1060-0000 O'Reilly Auto Parts O2 Sensors 01/12/2024 0 246.07 101-00-1060-0000 O'Reilly Auto Parts O2 Sensors 01/12/2024 0 224.69 101-00-1060-0000 O'Reilly Auto Parts Exhaust Insulator 01/12/2024 0 15.99 101-00-1060-0000 O'Reilly Auto Parts Oil 01/12/2024 0 99.19 101-00-1060-0000 O'Reilly Auto Parts Socket 01/12/2024 0 11.01 101-00-1060-0000 O'Reilly Auto Parts Credit 01/26/2024 0 -44.00 101-00-1060-0000 O'Reilly Auto Parts Chain Lube & Coolant Hose 01/26/2024 0 72.42 101-00-1060-0000 O'Reilly Auto Parts Batteries (2) 01/26/2024 0 392.32 101-00-1060-0000 O'Reilly Auto Parts Battery 01/26/2024 0 216.97 101-00-1060-0000 O'Reilly Auto Parts Credit 01/26/2024 0 -328.10 101-00-1060-0000 O'Reilly Auto Parts O2 Sensors 01/26/2024 0 240.98 101-00-1060-0000 O'Reilly Auto Parts Battery 01/26/2024 0 283.15 Vendor Subtotal: 1,430.69
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 1

Page 441 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-00-1060-0000 U.S. Bank Moving Up-Gate Openers 01/17/2024 18807 400.80 Vendor Subtotal: 400.80
101-00-3040-0000 California American Water Franchise Fees Nov-Dec 2023 01/12/2024 18759 232.41 101-00-3040-0000 California American Water Franchise Fee Dec 2023-Jan 2024 01/26/2024 18822 72.83 Vendor Subtotal: 305.24
101-01-4150-0000 Nick Boswell Photography City Clerk Headshot for Website 01/26/2024 0 164.25 Vendor Subtotal: 164.25
101-01-4376-0000 Office Depot Paper & Office Supplies 01/26/2024 18852 97.91 Vendor Subtotal: 97.91
101-01-4376-0000 U.S. Bank Walgreens- Employee Appreciation Lu 01/17/2024 18807 33.71 101-01-4376-0000 U.S. Bank Trader Joes-Cookies Employee Apprec 01/17/2024 18807 55.38 101-01-4376-0000 U.S. Bank Photo Print- Employee Appreciation L 01/17/2024 18807 14.40 Vendor Subtotal 103 49
101-01-4396-0000 League of CA Cities Membership Calendar Year 2024 01/26/2024 18848 6,742.00 Vendor Subtotal 6,742 00
101-01-4480-2872 U.S. Bank Panera-Hot Chocolate-Employee Appr 01/17/2024 18807 47.98 Vendor Subtotal 47 98
101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 319.00 101 06 4106 2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 116 00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 1,147.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 377.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 29.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 10,115.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 261.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 232.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 29.00 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 2

Page 442 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 87.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 1,940.50 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 1,258.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 414.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 203.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 174.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 1,663.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 116.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 5,737.44 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 6,322.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 29.00 101-06-4106-2755 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 3,132.00 Vendor Subtotal: 33,700.94
101-06-4106-2756 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 377.16 101-06-4106-2756 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 29,564.14 101-06-4106-2756 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 16,774.00 101-06-4106-2756 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 1,156.00 101-06-4106-2756 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 80.00 101-06-4106-2756 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/26/2024 0 160.00 Vendor Subtotal: 48,111.30
101-06-4106-2758 Burke, Williams & Sorensen LLP Legal Service Oct 2023 01/12/2024 0 700.00 101-06-4106-2758 Burke, Williams & Sorensen LLP Legal Service Nov 2023 01/12/2024 0 58.00 Vendor Subtotal: 758.00
101-06-4106-2758 Dapeer Rosenblit & Litvak LLP Legal Service 01/12/2024 0 78.00 Vendor Subtotal: 78.00
101-08-4016-0000 Ameritas Life Insurance Corp Adjustment Premium Jan 2024 01/26/2024 18812 26.76 Vendor Subtotal: 26.76
101-08-4016-0000 John Penido Medical Retirement Jan 2024 01/26/2024 0 755.00 Vendor Subtotal: 755.00
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 3

Page 443 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101 08 4150 0500 IntelesysOne Monthly IT Service Feb 2024 01/12/2024 0 15,480 39 Vendor Subtotal: 15,480.39
101 08 4150 0500 U S Bank Oracle Monthly Charge 01/17/2024 18807 1 42 Vendor Subtotal: 1.42
101 08 4150 0750 AT&T Mobility Citywide Cell Service Dec 2023 (Non ) 01/12/2024 18750 1,778 89 101-08-4150-0750 AT&T Mobility Citywide Cell Service Dec 2023 (Unif 01/12/2024 18751 2,254.73 Vendor Subtotal: 4,033.62
101-08-4376-0000 AT&T Mobility Hotspot Service Dec 2023 (Uniform) 01/12/2024 18751 60.00 101-08-4376-0000 AT&T Mobility Hotspot Service Dec 2023 (Non-Unifo 01/12/2024 18750 50.00 Vendor Subtotal: 110.00
101-08-4500-4950 The Gas Company Gas Service Nov-Dec 2023 City Hall 01/12/2024 18801 256.64 101-08-4500-4950 The Gas Company Gas Service Dec 2023-Jan 2024 City H 01/26/2024 18865 554.87 Vendor Subtotal: 811.51
101-08-4500-9025 AT&T Phone Service Nov-Dec 2023-City Ha 01/12/2024 18747 764.27 101-08-4500-9025 AT&T Phone Service Dec 2023-Jan 2024 City 01/26/2024 18815 757.33 Vendor Subtotal: 1,521.60
101-08-4500-9025 AT&T City Hall Compound Internet Service D 01/12/2024 18748 290.61 101-08-4500-9025 AT&T City Hall Compound Internet Service J 01/26/2024 18816 290.61 Vendor Subtotal: 581.22
101-09-4150-0000 Ya-Nan Chou Chinese Zoom Interpretation 2024 Stat 01/26/2024 18825 330.00 Vendor Subtotal: 330.00
101-09-4150-0000 OpenGov, Inc Professional Service Deployment 01/26/2024 0 14,405.00 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 4

Page 444 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-09-4150-0000 OpenGov, Inc OpenGov Procurement 12/1/23-11/30/ 01/26/2024 0 18,012.00 Vendor Subtotal: 32,417.00
101-09-4150-0000 Quench USA, Inc Drinking Water Service Jan 2024-City 01/12/2024 18788 45.77 Vendor Subtotal: 45.77
101-09-4150-0000 Sky Blueprint &Supplies Lunar New Year's Eve Event Signage 01/26/2024 18860 352.80 Vendor Subtotal: 352.80
101-09-4150-0500 American Legal Publishing Annual Web Hosting City Codes 1/1/2 01/12/2024 18744 500.00 Vendor Subtotal: 500.00
101-09-4150-0500 U.S. Bank Monday.com- PRR & Work Request M 01/17/2024 18807 576.00 Vendor Subtotal: 576.00
101-09-4202-0000 LC - M News Inc City Color Ad 11/16/23 01/26/2024 18853 580.00 Vendor Subtotal: 580.00
101-09-4376-0000 Office Depot Office Supplies 01/26/2024 18852 32.03 101-09-4376-0000 Office Depot Office Supplies 01/26/2024 18852 18.99 Vendor Subtotal: 51.02
101-09-4376-0000 U.S. Bank Amazon-City Clerk Meeting Headpho 01/17/2024 18807 10.92 101-09-4376-0000 U.S. Bank Amazon-Employee Engagement-Door 01/17/2024 18807 79.53 101-09-4376-0000 U.S. Bank Amazon-Employee Engagement-Door 01/17/2024 18807 17.51 101-09-4376-0000 U.S. Bank Vons-Employee Engagement-Door De 01/17/2024 18807 44.65 Vendor Subtotal: 152.61
101-09-4396-0000 CAPIO Membership-N.Tibbet 01/12/2024 18761 275.00 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 5

Page 445 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 275.00
101-09-4396-0000 U.S. Bank IIMC-Membership-A.Walker 01/17/2024 18807 185.00 Vendor Subtotal: 185.00
101-10-4106-3415 Steve A Filarsky, Attorney at Law Legal Service Dec 2023 01/12/2024 0 714.00 Vendor Subtotal: 714.00
101-10-4150-0000 Health & Human Resource Center, In Employee Assistance Program Jan 202 01/12/2024 18741 238.64 Vendor Subtotal: 238.64
101-10-4150-0000 Nancy K. Bohl Inc Employee Support Service Fire & Poli 01/12/2024 18755 1,382.00 Vendor Subtotal: 1,382.00
101-10-4150-0000 USI Insurance Service National, Inc Group Benefit Feb 2024 01/26/2024 18869 1,250.00 Vendor Subtotal: 1,250.00
101-10-4376-0000 Office Depot Office Supplies 01/26/2024 18852 6.42 101-10-4376-0000 Office Depot Office Supplies 01/26/2024 18852 22.88 Vendor Subtotal: 29.30
101-10-4436-0000 U.S. Bank Sage Vegan-Food for Employee Recog 01/17/2024 18807 120.25 101-10-4436-0000 U.S. Bank Amazon-Prizes for Employee Recogni 01/17/2024 18807 168.24 101-10-4436-0000 U.S. Bank Michaels Store-Decorations for Emplo 01/17/2024 18807 172.40 101-10-4436-0000 U.S. Bank Amazon-Supplies for Employee Recog 01/17/2024 18807 630.18 101-10-4436-0000 U.S. Bank Saavedras-Tablecloths for Employee R 01/17/2024 18807 122.64 101-10-4436-0000 U.S. Bank Costco-Silverware for Employee Reco 01/17/2024 18807 49.58 101-10-4436-0000 U.S. Bank Michaels Store-Decorations for Emplo 01/17/2024 18807 16.15 101-10-4436-0000 U.S. Bank Vons-Drinks Employee Recognition Lu 01/17/2024 18807 41.82 101-10-4436-0000 U.S. Bank Starbucks-Coffee for Employee Recog 01/17/2024 18807 20.00 101-10-4436-0000 U.S. Bank Hobby Lobby-Supplies for Employee R 01/17/2024 18807 273.11 101-10-4436-0000 U.S. Bank Whittier Narrows Feed-Haybales Emp 01/17/2024 18807 128.99 101-10-4436-0000 U.S. Bank Michaels Store-Decorations for Emplo 01/17/2024 18807 268.41 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 6

Page 446 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-10-4436-0000 U.S. Bank Starbucks-Prizes for Employee Recogn 01/17/2024 18807 25.00 101-10-4436-0000 U.S. Bank Michaels Store-Decorations for Emplo 01/17/2024 18807 -30.41 101-10-4436-0000 U.S. Bank Thrifty Balloons-Tablecloths for Empl 01/17/2024 18807 76.65 101-10-4436-0000 U.S. Bank Michaels Store-Decorations for Emplo 01/17/2024 18807 16.15 101 10 4436 0000 U S Bank Michaels Store-Decorations for Emplo ogn o L 01/17/2024 18807 318 11 101-10-4436-0000 U.S. Bank Vons-Drinks for Employee Recognitio 01/17/2024 18807 44.03 101-10-4436-0000 U.S. Bank Amazon-Prizes for Employee Recogni 01/17/2024 18807 371.16 101-10-4436-0000 U.S. Bank Vons-Drinks Employee Recognition Lu 01/17/2024 18807 20.26 101-10-4436-0000 U.S. Bank Michaels Store-Decorations for Emplo 01/17/2024 18807 123.48 101-10-4436-0000 U.S. Bank Vons-Prizes for Employee Recognition 01/17/2024 18807 1,100.00 101-10-4436-0000 U.S. Bank Amazon-Prizes for Employee Recogni 01/17/2024 18807 130.31 101-10-4436-0000 U.S. Bank In & Out-Prizes for Employee Recogn 01/17/2024 18807 100.00 101-10-4436-0000 U.S. Bank Kennias-Tablecloths for Employee Rec 01/17/2024 18807 215.99 101-10-4436-0000 U.S. Bank Photobooth -Final Payment for Employ 01/17/2024 18807 300.00 101 10 4436 0000 U S Bank Target-Prizes for Employee Recognitio 01/17/2024 18807 150 00 101-10-4436-0000 U.S. Bank Trader Joes-Prizes for Employee Reco 01/17/2024 18807 100.00 101-10-4436-0000 U.S. Bank The Santis-Dessert for Employee Reco 01/17/2024 18807 793.65 101-10-4436-0000 U.S. Bank Costco-Supplies for Employee Recogn 01/17/2024 18807 19.83 Vendor Subtotal: 5,885.98
101-11-4150-0000 Hinderliter deLlamas & Associa Contract Service Sales Tax Oct-Dec 20 01/12/2024 18777 300.00 101-11-4150-0000 Hinderliter deLlamas & Associa Audit Service Sales Tax Q2 2023 01/12/2024 18777 20.98 Vendor Subtotal: 320.98
101-11-4150-0000 HDL Coren & Cone Contract Service Property Tax Jan-Ma 01/26/2024 18838 1,897.20 Vendor Subtotal: 1,897.20
101-11-4150-0000 U.S. Bank N.A. - Custody Custody Charges 10/1/23-12/31/23 01/26/2024 18868 642.00 Vendor Subtotal: 642.00
101-11-4150-0000 U.S. Bank Government Finance-ACFR Award Su 01/17/2024 18807 460.00 Vendor Subtotal: 460.00
101-11-4376-0000 U.S. Bank Safeguard-W-2 & 1099 Supplies 01/17/2024 18807 263.54 101-11-4376-0000 U.S. Bank Amazon-Ink for Stamp 01/17/2024 18807 1.47 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 7

Page 447 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 265.01
101-11-4468-0000 U.S. Bank Government Finance-Training P.Chun 01/17/2024 18807 85.00 Vendor Subtotal: 85.00
101-11-4480-0000 Annie Han Conference-Per Diem Rate Dinner (2) 01/26/2024 18837 68.00 101-11-4480-0000 Annie Han Conference-Per Diem Rate Lunch (1) / 0126/2024 18837 18.00 101-11-4480-0000 Annie Han Conference-Per Diem Rate Breakfast ( 01/26/2024 18837 17.00 101-11-4480-0000 Annie Han Conference-Mileage 1/31/24-2/2/24 01/26/2024 18837 40.61 Vendor Subtotal: 143.61
101-14-3312-0000 Joseph Cheng Refund-Street Container Deposit 1555 01/12/2024 18738 500.00 Vendor Subtotal: 500.00
101-14-3312-0000 Way to Go Builders Refund-Street Container Deposit-1043 01/12/2024 18739 500.00 Vendor Subtotal: 500.00
101-14-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Jan 2024 01/26/2024 18812 9.84 Vendor Subtotal: 9.84
101-14-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Feb 2024 01/26/2024 18846 -44.04 101-14-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Feb 2024 01/26/2024 18846 -44.04 Vendor Subtotal: -88.08
101-14-4104-6270 The Code Group Inc Fire Plan Check Service 11/26/23-12/3 01/26/2024 0 2,451.50 101-14-4104-6270 The Code Group Inc Plan Check Service 11/26/23-12/30/23 01/26/2024 0 4,675.00 101-14-4104-6270 The Code Group Inc Inspection Service 11/26/23-12/30/23 01/26/2024 0 6,926.06 101-14-4104-6270 The Code Group Inc Over Counter Plan Check Service 11/2 01/26/2024 0 380.00 Vendor Subtotal: 14,432.56
101-14-4316-0000 Canon Financial Services Inc Copier Lease Dec 2023-Stoneman 01/12/2024 18760 55.85 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 8

Page 448 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 55.85
101-14-4316-0000 CopyFree Technology Inc Shipping on Toner-CDD 01/12/2024 0 17.37 101-14-4316-0000 CopyFree Technology Inc Copier Contract Base Rate 12/17/23-1/ 01/12/2024 0 28.40 101-14-4316-0000 CopyFree Technology Inc Copier Usages 9/17/23-12/16/23-Stone 01/12/2024 0 72.91 101-14-4316-0000 CopyFree Technology Inc Copier Contract Base Rate 1/17/24-2/1 01/26/2024 0 28.41 101-14-4316-0000 CopyFree Technology Inc Copier Contract Base Rate 1/21/24-2/2 01/26/2024 0 297.83 Vendor Subtotal: 444.92
101-14-4376-0000 AT&T Mobility Hotspot Service Dec 2023 (Bldg. Inspe 01/12/2024 18750 20.00 Vendor Subtotal: 20.00
101-14-4376-0000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 155.71 Vendor Subtotal: 155.71
101-14-4376-0000 Office Depot Flashlight 01/12/2024 18785 45.96 101-14-4376-0000 Office Depot Office Supplies 01/12/2024 18785 112.24 101-14-4376-0000 Office Depot Office Supplies 01/12/2024 18785 66.26 Vendor Subtotal: 224.46
101-14-4376-0000 U.S. Bank Canva-Business Cards (250) 01/17/2024 18807 35.00 Vendor Subtotal: 35.00
101-14-4420-0000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 217.51 Vendor Subtotal: 217.51
101-14-4500-9025 AT&T City Hall Compound Internet Service D 01/12/2024 18748 290.61 101-14-4500-9025 AT&T City Hall Compound Internet Service J 01/26/2024 18816 290.61 Vendor Subtotal: 581.22
101-14-4508-0000 U.S. Bank Pasadena Lock Shop-Keys for Secure 01/17/2024 18807 21.50 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 9

Page 449 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 21.50
101-14-4508-0000 WEX Bank Fuel- 11/26/23-12/25/23-CDD 01/26/2024 18872 86.48 Vendor Subtotal: 86.48
101-36-4316-0000 Cobra Fire Protection Dry Chemicals 01/26/2024 18826 357.50 Vendor Subtotal: 357.50
101-36-4376-0000 U.S. Bank Live Actions Safety-AED Case 01/17/2024 18807 181.66 Vendor Subtotal: 181.66
101-36-4468-0000 CA State Fire Training Company Officer Certification Fee-M. 01/26/2024 18862 100.00 Vendor Subtotal: 100.00
101-36-4468-0000 U.S. Bank Northnet Training-Training N.Foth 01/17/2024 18807 830.00 Vendor Subtotal: 830.00
101-36-4500-9025 AT&T Phone Service Nov-Dec 2023-EOC 01/12/2024 18747 346.69 101-36-4500-9025 AT&T Phone Service Dec 2023-Jan 2024 EO 01/26/2024 18815 346.69 Vendor Subtotal: 693.38
101-36-4500-9025 Charter Communications Cable Service 12/8/23-1/7/24-EOC 01/12/2024 18802 127.85 101-36-4500-9025 Charter Communications Cable Service 1/8/24-2/7/24 EOC 01/26/2024 18866 127.85 Vendor Subtotal: 255.70
101-40-3348-0000 Ford of Montebello Mirror PD Vehicle Repair 01/26/2024 18832 309.87 Vendor Subtotal: 309.87
101-40-4104-0000 EcoNomics, Inc Solid Waste Negotiation Nov 2023 01/12/2024 18771 7,121.00 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 10

Page 450 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-40-4104-0000 EcoNomics, Inc Solid Waste Negotiation Dec 2023 01/26/2024 18831 8,429.91 Vendor Subtotal: 15,550.91
101-40-4150-0000 Aramark Cleaning Uniform Service 01/12/2024 18745 105.74 101-40-4150-0000 Aramark Cleaning Uniform Service 01/12/2024 18745 105.24 101-40-4150-0000 Aramark Cleaning Uniform Service 01/12/2024 18745 37.69 101-40-4150-0000 Aramark Cleaning Uniform Service 01/12/2024 18745 37.69 101-40-4150-0000 Aramark Cleaning Uniform Service 01/12/2024 18745 105.24 101-40-4150-0000 Aramark Cleaning Uniform Service 01/12/2024 18745 37.69 101-40-4150-0000 Aramark Cleaning Uniform Service 01/26/2024 18811 38.62 101-40-4150-0000 Aramark Cleaning Uniform Service 01/26/2024 18811 105.24 Vendor Subtotal: 573.15
101-40-4150-0500 U.S. Bank Apple.com-ICloud Storage PW 01/17/2024 18807 2.99 Vendor Subtotal: 2.99
101-40-4260-0000 Navarro's Towing Towing -PD Vehicle in Crash 01/12/2024 18784 150.00 Vendor Subtotal: 150.00
101-40-4316-0000 Canon Financial Services Inc Copier Lease Dec 2023-PW Office 01/12/2024 18760 322.98 Vendor Subtotal: 322.98
101-40-4376-0000 Remington Pure Drinking Water Service-Jan 2024 PW 01/26/2024 18861 38.00 Vendor Subtotal: 38.00
101-40-4376-0000 U.S. Bank CCS Skate-Supplies 01/17/2024 18807 68.29 101-40-4376-0000 U.S. Bank Amazon-Cable Protector 01/17/2024 18807 32.29 101-40-4376-0000 U.S. Bank Sky Blueprint & Supplies-City Decals 01/17/2024 18807 77.14 Vendor Subtotal: 177.72
101-40-4396-0000 U.S. Bank CA Dept Pesticide License-PW Staff 01/17/2024 18807 60.00 101-40-4396-0000 U.S. Bank American Society Civil Engineers-Me 01/17/2024 18807 346.00 101-40-4396-0000 U.S. Bank Pesticide Applicators-Membership B.M 01/17/2024 18807 50.00 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 11

Page 451 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-40-4396-0000 U.S. Bank Office Water Program CSU -QSD Cert 01/17/2024 18807 125.00 Vendor Subtotal: 581.00
101-40-4492-0003 Aramark Cleaning Uniform Service 01/12/2024 18745 34.52 101-40-4492-0003 Aramark Cleaning Uniform Service 01/12/2024 18745 96.38 101-40-4492-0003 Aramark Cleaning Uniform Service 01/12/2024 18745 34.52 101-40-4492-0003 Aramark Cleaning Uniform Service 01/12/2024 18745 34.52 101-40-4492-0003 Aramark Cleaning Uniform Service 01/12/2024 18745 96.38 101-40-4492-0003 Aramark Cleaning Uniform Service 01/12/2024 18745 96.38 101-40-4492-0003 Aramark Cleaning Uniform Service 01/26/2024 18811 96.38 101-40-4492-0003 Aramark Cleaning Uniform Service 01/26/2024 18811 35.86 Vendor Subtotal: 524.94
101-40-4492-0004 Aramark Cleaning Uniform Service 01/12/2024 18745 138.95 101-40-4492-0004 Aramark Cleaning Uniform Service 01/12/2024 18745 49.76 101-40-4492-0004 Aramark Cleaning Uniform Service 01/12/2024 18745 49.76 101-40-4492-0004 Aramark Cleaning Uniform Service 01/12/2024 18745 138.95 101-40-4492-0004 Aramark Cleaning Uniform Service 01/12/2024 18745 49.76 101-40-4492-0004 Aramark Cleaning Uniform Service 01/12/2024 18745 138.45 101-40-4492-0004 Aramark Cleaning Uniform Service 01/26/2024 18811 138.95 101-40-4492-0004 Aramark Cleaning Uniform Service 01/26/2024 18811 50.49 Vendor Subtotal: 755.07
101-40-4500-9025 AT&T City Hall Compound Internet Service D 01/12/2024 18748 183.55 101-40-4500-9025 AT&T City Hall Compound Internet Service J 01/26/2024 18816 183.55 Vendor Subtotal: 367.10
101-42-4376-0000 U.S. Bank Home Depot-Supplies for Shop 01/17/2024 18807 49.18 101-42-4376-0000 U.S. Bank Amazon-Fleet Supplies 01/17/2024 18807 289.08 Vendor Subtotal: 338.26
101-42-4452-0000 U.S. Bank Home Depot-Tools 01/17/2024 18807 38.55 Vendor Subtotal: 38.55
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 12

Page 452 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-44-4150-5170 John L Hunter Stormwater Compliance Reporting Oc 01/26/2024 18840 1,341.25 Vendor Subtotal: 1,341.25
101-48-4150-0000 L.A. Co. Dept of Public Works Traffic Signal Maintenance Dec 2023 01/26/2024 18844 331.43 Vendor Subtotal: 331.43
101-48-4376-0000 Antrim's Inc Pad Locks 01/26/2024 18813 194.04 Vendor Subtotal: 194.04
101-48-4376-0000 Ganahl Lumber Company Tarps for Sandbag Sand 01/12/2024 18775 35.63 101-48-4376-0000 Ganahl Lumber Company Street Maintenance Supplies 01/26/2024 18835 113.51 Vendor Subtotal: 149.14
101-48-4376-0000 Garvey Equipment Company Earplugs 01/26/2024 0 67.01 Vendor Subtotal: 67.01
101-48-4376-0000 JCL Traffic Yellow Channelizer 01/26/2024 18842 235.94 101-48-4376-0000 JCL Traffic Street Name Signs 01/26/2024 18842 814.20 101-48-4376-0000 JCL Traffic Street Name Signs 01/26/2024 18842 982.33 101-48-4376-0000 JCL Traffic Street Name Signs 01/26/2024 18842 938.50 Vendor Subtotal: 2,970.97
101-48-4376-0000 Leotek Electronics USA LLC LED Lights 01/12/2024 0 1,847.08 000001084 Vendor Subtotal: 1,847.08
101 48 4376 0000 Southeast Construction Products Inc Sand 01/12/2024 18793 319 99 Vendor Subtotal: 319.99
101 48 4376 0000 Underground Service Alert/SC CA State Fees Dig Alert Tickets 01/12/2024 0 38 73 101-48-4376-0000 Underground Service Alert/SC Dig Alert Tickets 01/12/2024 0 46.75 101-48-4376-0000 Underground Service Alert/SC Dig Alerts Tickets 01/26/2024 0 83.50 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 13

Page 453 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-48-4376-0000 Underground Service Alert/SC CA State Fee Dig Alerts 01/26/2024 0 38.73 Vendor Subtotal: 207.71
101-48-4376-0000 U.S. Bank Lighting Supply-Light Bulbs Streetligh 01/17/2024 18807 732.49 Vendor Subtotal: 732.49
101-48-4500-1980 Southern California Edison Electrical Service Dec 2023-Jan 2024 01/26/2024 18857 190.84 Vendor Subtotal: 190.84
101-50-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Feb 2024 01/26/2024 18846 -5.30 Vendor Subtotal: -5.30
101-50-4376-0000 Remington Pure Drinking Water Service-Jan 2024 Lacy 01/26/2024 18861 79.99 Vendor Subtotal: 79.99
101-50-4376-0000 U.S. Bank Dog Waste Depot-Dog Waste Bags 01/17/2024 18807 764.65 Vendor Subtotal: 764.65
101-50-4404-0000 San Gabriel Nursery & Florist Plants-Lacy Park 01/26/2024 18858 107.69 Vendor Subtotal: 107.69
101-50-4500-4950 The Gas Company Gas Service Nov-Dec 2023 Lacy Park 01/12/2024 18801 60.00 Vendor Subtotal: 60.00
101-50-4500-9025 AT&T Phone Service Nov-Dec 2023-Lacy Pa 01/12/2024 18747 27.70 101-50-4500-9025 AT&T Phone Service Dec 2023-Jan 2024 Lac 01/26/2024 18815 29.25 Vendor Subtotal: 56.95
101-50-4500-9025 Charter Communications Internet Cable Service 12/25/23-1/24/2 01/12/2024 18802 149.98 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 14

Page 454 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 149.98
101-50-4500-9460 California American Water Water Service Nov-Dec 2023 Lacy Par 01/12/2024 18759 9,067.29 Vendor Subtotal: 9,067.29
101-50-4508-0000 JCB IN Windshield Replacement Vehicle #659 01/26/2024 18841 1,870.93 Vendor Subtotal: 1,870.93
101-52-4150-0000 Mariposa Tree Management Inc Citywide Tree Pruning Dec 2023 01/12/2024 0 57,864.71 101-52-4150-0000 Mariposa Tree Management Inc Citywide Tree Pruning Nov 2023 01/12/2024 0 50,432.65 Vendor Subtotal: 108,297.36
101-52-4376-0000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 14.45 Vendor Subtotal: 14.45
101-52-4376-0000 JHM Supply Irrigation Supplies 01/12/2024 0 409.79 101-52-4376-0000 JHM Supply Irrigation Supplies 01/12/2024 0 85.17 101-52-4376-0000 JHM Supply Irrigation Supplies 01/26/2024 0 419.36 101-52-4376-0000 JHM Supply Irrigation Supplies 01/26/2024 0 93.36 101-52-4376-0000 JHM Supply Irrigation Supplies 01/26/2024 0 84.28 Vendor Subtotal: 1,091.96
101-52-4376-0000 U.S. Bank Home Depot-Grounds Supplies 01/17/2024 18807 73.34 Vendor Subtotal: 73.34
101-52-4500-9460 California American Water Water Service Nov-Dec 2023 Grounds 01/12/2024 18759 11,519 29 101-52-4500-9460 California American Water Water Service Dec 2023-Jan 2024-Gro 01/26/2024 18822 4,479.04 Vendor Subtotal: 15,998.33
101-52-4500-9460 City of Alhambra Utilities Dept Water Service Nov 2023-Grounds 01/12/2024 18762 162.20 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 15

Page 455 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 162.20
101-52-4508-0000 All Car Specialists Inc Smog Inspection 2005 Chevy Silverad 01/12/2024 18742 72.00 101-52-4508-0000 All Car Specialists Inc Smog Inspection 2010 Ford F250 Pick 01/12/2024 18742 72.00 Vendor Subtotal: 144.00
101-53-4150-0000 Beta Security Systems Fire Alarm Service 1/1/24-3/31/24-Sto 01/12/2024 18754 315.00 Vendor Subtotal: 315.00
101-53-4150-0000 Dynamic Building Maintenance Citywide Janitorial Service Dec 2023 01/12/2024 0 6,866.00 Vendor Subtotal: 6,866.00
101-53-4150-0000 Esvata LLC Repairs Library Blinds 01/12/2024 18772 400.00 Vendor Subtotal: 400.00
101-53-4150-0000 San Marino Security Systems Security Alarm Service 1/1/24-3/31/24 01/12/2024 18789 207.00 101-53-4150-0000 San Marino Security Systems Fire Alarm Service 1/1/24-3/31/24-Lib 01/12/2024 18789 294.00 Vendor Subtotal: 501.00
101-53-4150-0000 Southern California Flagpole Flagpole Repair-Library 01/12/2024 18791 500.00 Vendor Subtotal: 500.00
101-53-4150-0000 SDS Security Design Systems Fire Alarm Service Feb 2024-City Hal 01/12/2024 18792 95.00 101-53-4150-0000 SDS Security Design Systems Security Alarm Service Feb 2024-SMC 01/12/2024 18792 148.49 101-53-4150-0000 SDS Security Design Systems Fire Alarm Service Feb 2024-SMCC 01/12/2024 18792 150.00 101 53 4150 0000 SDS Security Design Systems Security Alarm Service Feb 2024-Thur 01/12/2024 18792 42 00 101-53-4150-0000 SDS Security Design Systems Security Alarm Service Feb 2024-FD 01/12/2024 18792 107.00 Vendor Subtotal: 542.49
101-53-4150-0000 Total Exterminating Inc Quarterly Extermination Service-City 01/26/2024 0 77.00 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 16

Page 456 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 77.00
101-53-4150-0000 U.S. Fire Protection Fire Sprinkler Inspection-Library 01/12/2024 18804 652.00 Vendor Subtotal: 652.00
101-53-4206-0000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 72.47 Vendor Subtotal: 72.47
101-53-4206-0000 U.S. Bank Home Depot-Supplies for Mounting Sh 01/17/2024 18807 129.07 101-53-4206-0000 U.S. Bank Home Depot-Maintenance Supplies 01/17/2024 18807 82.61 101-53-4206-0000 U.S. Bank Home Depot-Silicone for Men's Restro 01/17/2024 18807 90.27 101-53-4206-0000 U.S. Bank Home Depot-Ballast-Library 01/17/2024 18807 140.97 Vendor Subtotal: 442.92
101-53-4376-0000 Aramsco Inc Janitorial Supplies- Lacy Park 01/26/2024 18814 2,362.29 Vendor Subtotal: 2,362.29
101-53-4376-0000 Veritiv Operating Company Delivery Fee-Janitorial Supplies 01/26/2024 0 23.00 Vendor Subtotal: 23.00
101-53-4376-0000 U.S. Bank Home Depot-Building Maintenance Su 01/17/2024 18807 424.12 Vendor Subtotal: 424.12
101-59-4396-0000 CA Park and Rec Society Membership-C.Johnson 4/1/24-3/1/25 01/26/2024 18824 5.00 101-59-4396-0000 CA Park and Rec Society Membership-CSD 4/1/24-3/1/25 01/26/2024 18824 550.00 Vendor Subtotal 555 00
101-59-4396-0000 National Recreation & Park Associat Membership-C.Johnson 01/26/2024 18851 180.00 Vendor Subtotal 180 00
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 17

Page 457 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101 59 4396 0000 U S Bank CA Parks Rec Society-Membership A. 01/17/2024 18807 145 00 Vendor Subtotal: 145.00
101 59 4480 0000 Victoria Marshall Training-Per Diem Rate Dinner (3) 2/1 2 01/26/2024 18849 102 00 101-59-4480-0000 Victoria Marshall Training-Mileage 2/12/24-2/15/24 01/26/2024 18849 150.08 101-59-4480-0000 Victoria Marshall Training-Per Diem Rate Incidentals (3 01/26/2024 18849 15.00 Vendor Subtotal: 267.08
101-59-4492-0000 Imagen Inc Staff Uniform Shirts 01/12/2024 18779 886.65 Vendor Subtotal: 886.65
101-60-4150-0000 Remington Pure Drinking Water Service-Jan 2024 Ston 01/26/2024 18861 38.00 Vendor Subtotal: 38.00
101-60-4316-0000 Canon Financial Services Inc Copier Lease Dec 2023-SMCC 01/12/2024 18760 148.11 101-60-4316-0000 Canon Financial Services Inc Copier Lease Dec 2023-Stoneman 01/12/2024 18760 55.84 Vendor Subtotal: 203.95
101-60-4316-0000 CopyFree Technology Inc Copier Usages 9/17/23-12/16/23-Stone 01/12/2024 0 72.90 101-60-4316-0000 CopyFree Technology Inc Copier Contract Base Rate 12/17/23-1/ 01/12/2024 0 28.40 101-60-4316-0000 CopyFree Technology Inc Copier Contract Base Rate 1/11/24-2/1 01/26/2024 0 207.63 101-60-4316-0000 CopyFree Technology Inc Copier Contract Base Rate 1/17/24-2/1 01/26/2024 0 28.41 Vendor Subtotal: 337.34
101-60-4376-0000 Advantage Mailing, LLC City Envelopes (500) 01/26/2024 0 284.70 Vendor Subtotal: 284.70
101-60-4376-0000 Office Depot Office Supplies 01/12/2024 18785 19.70 101-60-4376-0000 Office Depot Office Supplies 01/12/2024 18785 42.74 Vendor Subtotal: 62.44
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 18

Page 458 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101 60 4376 0000 U S Bank Amazon Table Covers 01/17/2024 18807 14 22 101-60-4376-0000 U.S. Bank Amazon-Table Covers 01/17/2024 18807 83.21 Vendor Subtotal: 97.43
101-62-4376-0000 U.S. Bank Amazon-Supplies Lil Learners 01/17/2024 18807 209.45 101-62-4376-0000 U.S. Bank Amazon-Supplies Lil Learners 01/17/2024 18807 40.49 101-62-4376-0000 U.S. Bank 99 Cents Store-Supplies Lil Learners 01/17/2024 18807 23.50 101-62-4376-0000 U.S. Bank Ralphs-Supplies Lil Learners 01/17/2024 18807 5.39 101-62-4376-0000 U.S. Bank Amazon-Supplies Lil Learners 01/17/2024 18807 12.03 101-62-4376-0000 U.S. Bank Amazon-Supplies Lil Learners 01/17/2024 18807 29.54 101-62-4376-0000 U.S. Bank Lakeshore Learning-Supplies Lil Learn 01/17/2024 18807 18.60 101-62-4376-0000 U.S. Bank Ralphs-Supplies Lil Learners 01/17/2024 18807 16.17 101-62-4376-0000 U.S. Bank Target-Supplies Lil Learners 01/17/2024 18807 31.59 Vendor Subtotal 386 76
101-64-4376-0000 U.S. Bank Amazon-Senior Happy Hour Plates 01/17/2024 18807 58.68 101 64 4376 0000 U S Bank Ralphs Drinks Senior Happy Hour 01/17/2024 18807 42 28 101-64-4376-0000 U.S. Bank Target-Candy Jars for Senior Happy H 01/17/2024 18807 27.23 101-64-4376-0000 U.S. Bank Amazon-Plates for Senior Happy Hou 01/17/2024 18807 58.68 Vendor Subtotal: 186.87
101-66-4150-0000 Arcadia Party Rentals Inc Tables & Linens-Home for Holiday Ev 01/12/2024 18746 688.50 Vendor Subtotal: 688.50
101-66-4150-0000 Maximilian Bradley Magician for Family Night Event 2/9/2 01/26/2024 18819 350.00 Vendor Subtotal: 350.00
101-66-4150-0000 Linda Vogel Hargrove Program Entertainment 2/9/24 01/26/2024 18829 890.00 Vendor Subtotal: 890.00
101-66-4150-0000 U.S. Bank LA County Health Permit- Home for th 01/17/2024 18807 83.82 Vendor Subtotal: 83.82
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 19

Page 459 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-66-4308-0000 U.S. Bank Home Depot-Fence Home for the Holi 01/17/2024 18807 128.84 Vendor Subtotal: 128.84
101-66-4356-0000 U.S. Bank Alliant Insurance Track Meet Insuranc 01/17/2024 18807 329.00 Vendor Subtotal: 329.00
101-66-4376-0000 Holidaygoo, Inc Plastic Toy & Candy Eggs-Egg Hunt E 01/26/2024 18839 3,166.74 Vendor Subtotal: 3,166.74
101-66-4376-0000 U.S. Bank Smart & Final- Supplies Home for the 01/17/2024 18807 66.62 101-66-4376-0000 U.S. Bank Amazon-Trunk or Treat Supplies 01/17/2024 18807 8.75 101-66-4376-0000 U.S. Bank Amazon-Stanchion Poles & Ropes- Ho 01/17/2024 18807 318.57 101-66-4376-0000 U.S. Bank Costco-Hotdogs for Home for the Holi 01/17/2024 18807 158.63 101-66-4376-0000 U.S. Bank Amazon- Supplies Home for Holidays 01/17/2024 18807 72.90 101-66-4376-0000 U.S. Bank Costco-Hotdogs Home for the Holiday 01/17/2024 18807 999.00 101-66-4376-0000 U.S. Bank Amazon-Kite Markers 01/17/2024 18807 37.22 101-66-4376-0000 U.S. Bank Peraza Design-Light Up San Marino Y 01/17/2024 18807 128.22 101-66-4376-0000 U.S. Bank Amazon-Supplies Home for the Holida 01/17/2024 18807 103.15 101-66-4376-0000 U.S. Bank Amazon-Trunk or Treat Supplies 01/17/2024 18807 8.75 101-66-4376-0000 U.S. Bank In Its Time-Supplies Home for the Hol 01/17/2024 18807 82.12 101-66-4376-0000 U.S. Bank Amazon-Supplies Home for the Holida 01/17/2024 18807 23.29 101-66-4376-0000 U.S. Bank Amazon-Credit 01/17/2024 18807 -99.51 101-66-4376-0000 U.S. Bank Amazon-Supplies Home for the Holida 01/17/2024 18807 199.02 101-66-4376-0000 U.S. Bank Dollar Tree-Craft Supplies Home for th 01/17/2024 18807 13.69 101-66-4376-0000 U.S. Bank Trader Joe's-Decoration for Home for 01/17/2024 18807 59.00 101-66-4376-0000 U.S. Bank Starbucks-Yoga Craft Supplies 01/17/2024 18807 20.00 101-66-4376-0000 U.S. Bank Smart & Final- Supplies Home for the 01/17/2024 18807 51.51 101-66-4376-0000 U.S. Bank Target-Candy Jars for Home for Holid 01/17/2024 18807 27.23 101-66-4376-0000 U.S. Bank Kites in Sky-Kites 01/17/2024 18807 89.93 101-66-4376-0000 U.S. Bank Pavilions-Cider Home for the Holidays 01/17/2024 18807 72.01 101-66-4376-0000 U.S. Bank Home Depot-Lights for Home for Holi 01/17/2024 18807 66.02 101-66-4376-0000 U.S. Bank Amazon-Kite Table Cover 01/17/2024 18807 20.79 101-66-4376-0000 U.S. Bank Home Depot-Decorations for Home fo 01/17/2024 18807 75.84 101-66-4376-0000 U.S. Bank Dollar Tree-Crafts Supplies for Home 01/17/2024 18807 38.43 101-66-4376-0000 U.S. Bank Amazon-Trunk or Treat Supplies 01/17/2024 18807 8.75 101-66-4376-0000 U.S. Bank Target-Credit 01/17/2024 18807 -0.10 101-66-4376-0000 U.S. Bank Smart & Final-Yoga Craft Supplies 01/17/2024 18807 6.98 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 20

Page 460 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 2,656.81
101-68-4102-0000 Joyce Shuman Yoga Instructor 10/17/23-12/12/23 01/12/2024 18795 400.00 Vendor Subtotal: 400.00
101-70-4150-0000 Alliant Insurance Services Inc Rental Insurance for CSD Facilities 10 01/26/2024 18810 3,737.00 Vendor Subtotal: 3,737.00
101-70-4150-0000 Aramark Floor Mat Service-SMCC 01/12/2024 18745 34.06 101-70-4150-0000 Aramark Floor Mat Service-SMCC 01/12/2024 18745 34.06 101-70-4150-0000 Aramark Floor Mat Service-SMCC 01/12/2024 18745 34.06 101-70-4150-0000 Aramark Floor Mat Service-SMCC 01/12/2024 18745 34.06 101-70-4150-0000 Aramark Floor Mat Service-SMCC 01/26/2024 18811 34.06 Vendor Subtotal: 170.30
101-70-4376-0000 U.S. Bank Home Depot-Paint & Electrical Suppli 01/17/2024 18807 49.94 101-70-4376-0000 U.S. Bank Ralphs-Cleaning Supplies 01/17/2024 18807 21.89 101-70-4376-0000 U.S. Bank Grainger-Safety Vest 01/17/2024 18807 197.67 101-70-4376-0000 U.S. Bank Antrim's-Locks & Key -SMCC 01/17/2024 18807 55.13 101-70-4376-0000 U.S. Bank Dunn-Edwards- Paint for Library 01/17/2024 18807 80.09 Vendor Subtotal: 404.72
101-70-4500-4950 The Gas Company Gas Service Nov-Dec 2023 Thurnher 01/12/2024 18801 93.47 101-70-4500-4950 The Gas Company Gas Service Nov-Dec 2023 SMCC 01/12/2024 18801 82.18 101-70-4500-4950 The Gas Company Gas Service Nov-Dec 2023 Stoneman 01/12/2024 18801 43.87 Vendor Subtotal: 219.52
101-70-4500-9025 Charter Communications Cable Internet Service 1/1/24-1/31/24- 01/26/2024 18866 350.00 Vendor Subtotal: 350.00
101-70-4500-9460 California American Water Water Service Dec 2023-Jan 2024-Ston 01/26/2024 18822 668.07 101-70-4500-9460 California American Water Water Service Dec 2023-Jan 2024-SM 01/26/2024 18822 45.87 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 21

Page 461 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 713.94
101-90-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Feb 2024 01/26/2024 18846 -5.30 101-90-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Feb 2024 01/26/2024 18846 0.72 101-90-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Feb 2024 01/26/2024 18846 2.73 Vendor Subtotal: -1.85
101-90-4150-0000 Quench USA, Inc Drinking Water Service Jan 2024-Libra 01/12/2024 18788 48.18 Vendor Subtotal: 48.18
101-90-4150-0000 U.S. Bank B & H Signs-Occupancy Signage-Libr 01/17/2024 18807 457.08 Vendor Subtotal: 457.08
101-90-4150-0500 U.S. Bank Faronics-Deep Freeze Subscription 01/17/2024 18807 378.00 Vendor Subtotal: 378.00
101-90-4316-0000 Canon Financial Services Inc Copier Lease Jan 2024-Library 01/26/2024 18823 211.34 101-90-4316-0000 Canon Financial Services Inc Copier Lease Jan 2024-Library 01/26/2024 18823 215.72 101-90-4316-0000 Canon Financial Services Inc Copier Lease Jan 2024-Library 01/26/2024 18823 190.48 Vendor Subtotal: 617.54
101-90-4316-0000 CopyFree Technology Inc Copier Usages 9/30/23-12/29/23-Libra 01/12/2024 0 9.41 Vendor Subtotal: 9.41
101-90-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 57.77 101-90-4376-0000 U.S. Bank Amazon-Passport Supplies 01/17/2024 18807 174.56 101-90-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 38.92 101-90-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 74.43 101-90-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 14.22 Vendor Subtotal: 359.90
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 22

Page 462 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-90-4398-0000 Cathi Johnson Mileage-City Hall/Library 10/5/23-12/ 01/12/2024 18780 15.72 Vendor Subtotal: 15.72
101-90-4398-0000 Kristin Shigenaga Mileage -Library/City Hall 10/5/23-12 01/12/2024 0 19.85 Vendor Subtotal: 19.85
101-90-4412-0000 U.S. Bank USPS-Postage 01/17/2024 18807 414.75 Vendor Subtotal: 414.75
101-90-4500-4950 The Gas Company Gas Service Nov-Dec 2023 Library 01/12/2024 18801 131.26 Vendor Subtotal: 131.26
101-90-4500-9025 AT&T Phone Service Nov-Dec 2023-Library 01/12/2024 18747 129.73 101-90-4500-9025 AT&T Phone Service Dec 2023-Jan 2024 Lib 01/26/2024 18815 129.73 Vendor Subtotal: 259.46
101-90-4500-9025 Charter Communications Cable Internet Service 1/2/24-2/1/24-L 01/26/2024 18866 153.99 Vendor Subtotal: 153.99
101-90-4500-9460 California American Water Water Service Dec 2023-Jan 2024-Lib 01/26/2024 18822 546.23 Vendor Subtotal: 546.23
101-91-4370-0335 Brodart Co Books 01/12/2024 0 19.34
101-91-4370-0335 Brodart Co Books 01/12/2024 0 41.40
101-91-4370-0335 Brodart Co Books 01/12/2024 0 21.26
Vendor Subtotal 82 00
101-91-4370-0335 Ingram Library Services Books 01/12/2024 0 39.19 101 91 4370 0335 Ingram Library Services Books 01/12/2024 0 32 00 101-91-4370-0335 Ingram Library Services Books 01/12/2024 0 85.63 101-91-4370-0335 Ingram Library Services Books 01/12/2024 0 64.83 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 23

Page 463 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 101-91-4370-0335 Ingram Library Services Books 01/12/2024 0 259.72 101-91-4370-0335 Ingram Library Services Books 01/12/2024 0 125.92 101-91-4370-0335 Ingram Library Services Books 01/12/2024 0 193.47 101-91-4370-0335 Ingram Library Services Books 01/12/2024 0 33.29 101-91-4370-0335 Ingram Library Services Books 01/12/2024 0 99.15 101-91-4370-0335 Ingram Library Services Books 01/12/2024 0 183.61 101-91-4370-0335 Ingram Library Services Books 01/26/2024 0 30.02 101-91-4370-0335 Ingram Library Services Books 01/26/2024 0 28.04 101-91-4370-0335 Ingram Library Services Books 01/26/2024 0 122.43 101-91-4370-0335 Ingram Library Services Books 01/26/2024 0 139.06 101-91-4370-0335 Ingram Library Services Books 01/26/2024 0 169.28 Vendor Subtotal: 1,605.64
101-91-4370-0335 U.S. Bank Amazon-Books 01/17/2024 18807 22.22 101-91-4370-0335 U.S. Bank Amazon-Books 01/17/2024 18807 44.97 Vendor Subtotal: 67.19
101-91-4370-1496 U.S. Bank Amazon-DVD's 01/17/2024 18807 268.16 Vendor Subtotal: 268.16
101-91-4370-1985 OverDrive Inc E-Books 01/12/2024 18786 436.49 Vendor Subtotal: 436.49
101-91-4370-6805 EBSCO Information Services Increase Subscription of Magazine 01/12/2024 18770 5.50 Vendor Subtotal: 5.50
101-91-4370-6805 Value Line Publishing LLC Print Subscription 1/24-1/26 01/12/2024 0 950.00 Vendor Subtotal: 950.00
101-91-4370-8585 Matthew Bender & Co Inc Reference Books 01/26/2024 18850 222.40 Vendor Subtotal: 222.40
101-91-4370-8585 Thomson Reuters-West Publishing C Reference Books 01/26/2024 18871 140.16 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 24

Page 464 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 140.16
101-93-4150-0000 Brodart Co Cataloging & Processing 01/12/2024 0 8.76 101-93-4150-0000 Brodart Co Cataloging & Processing 01/12/2024 0 4.38 101-93-4150-0000 Brodart Co Cataloging & Processing 01/12/2024 0 2.19 Vendor Subtotal: 15.33
101-93-4376-0000 Demco Inc Book Processing Supplies 01/12/2024 0 126.57 Vendor Subtotal: 126.57
Subtotal for Fund: 101 390,400.10
102-00-2011-0000 Texas Life Insurance Company PR Batch 00701.01.2024 Texas Life A 01/05/2024 18864 172.95 102-00-2011-0000 Texas Life Insurance Company PR Batch 00702.01.2024 Texas Life A 01/19/2024 18864 172.92 Vendor Subtotal: 345.87
102-00-2011-0000 Transamerica Life Insurance PR Batch 00701.01.2024 Life Insuranc 01/05/2024 18867 97.80 102-00-2011-0000 Transamerica Life Insurance PR Batch 00702.01.2024 Life Insuranc 01/19/2024 18867 97.80 Vendor Subtotal: 195.60
102-00-2012-6050 U.S. Bank PR Batch 00701.01.2024 PARS Emplo 01/05/2024 0 655.40 102-00-2012-6050 U.S. Bank PR Batch 00701.01.2024 PARS Emplo 01/05/2024 0 655.40 102-00-2012-6050 U.S. Bank PR Batch 00702.01.2024 PARS Emplo 01/19/2024 0 677.36 102-00-2012-6050 U.S. Bank PR Batch 00702.01.2024 PARS Emplo 01/19/2024 0 677.36 Vendor Subtotal: 2,665.52
102-00-2014-0000 Humana Insurance Co Adjustment Premium Jan 2024 01/12/2024 18778 -98.03 102-00-2014-0000 Humana Insurance Co PR Batch 00701.12.2023 Life Optiona 12/08/2023 18778 711.87 102-00-2014-0000 Humana Insurance Co PR Batch 00702.12.2023 Life Optiona 12/22/2023 18778 6.42 102-00-2014-0000 Humana Insurance Co PR Batch 00702.12.2023 Life Optiona 12/22/2023 18778 697.46 Vendor Subtotal: 1,317.72
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 25

Page 465 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 102-00-2014-0000 Lincoln National Life Insurance Co PR Batch 00702.01.2024 Basic Life In 01/19/2024 18846 542.20 Vendor Subtotal: 542.20
102-00-2015-0000 CA Law Enforcement Assn PR Batch 00702.12.2023 Police Dept L 12/22/2023 18757 837.00 Vendor Subtotal: 837.00
102-00-2015-0000 Lincoln National Life Insurance Co PR Batch 00702.01.2024 Short Term D 01/19/2024 18846 900.90 102-00-2015-0000 Lincoln National Life Insurance Co PR Batch 00702.01.2024 Long Term D 01/19/2024 18846 1,207.44 Vendor Subtotal: 2,108.34
102-00-2017-0000 Ameritas Life Insurance Corp PR Batch 00702.01.2024 Ameritas - V 01/19/2024 18812 1,804.64 Vendor Subtotal: 1,804.64
102-00-2024-2530 San Marino Firefighters Assn PR Batch 00701.01.2024 Firefighter D 01/05/2024 0 861.72 102-00-2024-2530 San Marino Firefighters Assn PR Batch 00702.01.2024 Firefighter D 01/19/2024 0 808.80 Vendor Subtotal: 1,670.52
102-00-2024-2750 San Marino City Employees Assn PR Batch 00701.01.2024 San Marino C 01/05/2024 0 420.00 102-00-2024-2750 San Marino City Employees Assn PR Batch 00702.01.2024 San Marino C 01/19/2024 0 420.00 Vendor Subtotal: 840.00
102-00-2024-2850 San Marino Supervisory Employee A PR Batch 00701.01.2024 SM Supervis 01/05/2024 0 195.00 102-00-2024-2850 San Marino Supervisory Employee A i n PR Batch 00702 01 2024 SM Supervis 01/19/2024 0 195.00 Vendor Subtotal: 390.00
102-00-2024-6490 San Marino Police Officers Asn PR Batch 00701 01 2024 San Marino P 01/05/2024 0 1,043.24 102-00-2024-6490 San Marino Police Officers Asn PR Batch 00702.01.2024 San Marino P 01/19/2024 0 1,043.24 Vendor Subtotal: 2,086.48
102-00-2028-0000 LegalShield PR Batch 00701.01.2024 Prepaid Lega 01/05/2024 0 108.68 102-00-2028-0000 LegalShield PR Batch 00702.01.2024 Prepaid Lega 01/19/2024 0 65.30 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 26

Page 466 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 102-00-2028-0000 LegalShield PR Batch 00702.01.2024 Prepaid Lega 01/19/2024 0 43.37 Vendor Subtotal: 217.35
Subtotal for Fund: 102 15,021.24
103-30-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Jan 2024 01/26/2024 18812 9.84 103-30-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Jan 2024 01/26/2024 18812 -16.92 Vendor Subtotal: -7.08
103-30-4010-0000 CA Law Enforcement Assn Adjustment Premium Jan 2024 01/12/2024 18757 123.00 Vendor Subtotal: 123.00
103-30-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Feb 2024 01/26/2024 18846 -5.30 Vendor Subtotal: -5.30
103-30-4150-0000 All City Management Services Inc School Crossing Guard Service 12/10/ 01/26/2024 0 7,923.00 103-30-4150-0000 All City Management Services Inc School Crossing Guard Service 11/26/ 01/26/2024 0 7,182.00 Vendor Subtotal: 15,105.00
103-30-4150-0000 City of Pasadena Inmate Housing Oct 2023 01/12/2024 18763 168.00 103-30-4150-0000 City of Pasadena Inmate Housing Nov 2023 01/12/2024 18763 420.00 Vendor Subtotal: 588.00
103-30-4150-0000 Dr. Detail P.H,D Wash Patrol Vehicles Dec 2023 01/26/2024 18828 1,200.00 Vendor Subtotal: 1,200.00
103-30-4150-0000 Glendale Police Department DNA Processing DR22-0941 01/26/2024 18836 525.00 Vendor Subtotal: 525.00
103-30-4150-0000 IntelesysOne External Hard Drive for Forensics 01/26/2024 0 273.74 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 27

Page 467 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 273.74
103-30-4150-0000 Pasadena Humane Society Animal Control Service Dec 2023 01/12/2024 0 7,368.57 Vendor Subtotal: 7,368.57
103-30-4150-0000 Phoenix Group Information Systems Citations Processing Nov 2023 01/12/2024 0 1,155.46 Vendor Subtotal: 1,155.46
103-30-4150-0000 Susan Saxe-Clifford PH.D. Inc Psychological Evaluation-CCW Applic 01/12/2024 18790 400.00 Vendor Subtotal: 400.00
103-30-4150-0000 Superior Court of California County Revenue Distribution County Fees Nov 01/12/2024 18800 902.50 Vendor Subtotal: 902.50
103-30-4150-0000 Vital Medical Service, LLC Medical Clearance Pre/Post Booking N 01/12/2024 18805 1,016.00 103-30-4150-0000 Vital Medical Service, LLC Medical Clearance Pre/Post Booking D 01/12/2024 18805 690.00 Vendor Subtotal: 1,706.00
103-30-4150-0500 AT&T Mobility E-Citations Writer Service Dec 2023 01/12/2024 18752 200.40 Vendor Subtotal: 200.40
103-30-4150-0500 U.S. Bank Apple.com-ICloud Storage-PD 01/17/2024 18807 0.99 Vendor Subtotal: 0.99
103-30-4316-0000 Axon Enterprise Taser Cartridges 01/12/2024 18753 2,964.44 Vendor Subtotal: 2,964.44
103-30-4316-0000 Canon Financial Services Inc Copier Lease Dec 2023-PD 01/12/2024 18760 203.80 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 28

Page 468 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 203.80
103-30-4316-0000 CopyFree Technology Inc Copier Contract Base Rate 1/6/24-2/5/ 01/12/2024 0 187.67 Vendor Subtotal: 187.67
103-30-4376-0000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 30.24 Vendor Subtotal: 30.24
103-30-4376-0000 Coast to Coast Computer Products Toner (5) 01/12/2024 18766 498.23 Vendor Subtotal: 498.23
103-30-4376-0000 Remington Pure Drinking Water Service-Jan 2024 PD 01/26/2024 18861 50.00 Vendor Subtotal: 50.00
103-30-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 19.58 103-30-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 40.52 103-30-4376-0000 U.S. Bank Etsy- Dispatcher Flag 01/17/2024 18807 180.68 103-30-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 11.87 103-30-4376-0000 U.S. Bank Sam's Club-Office Supplies 01/17/2024 18807 125.55 103-30-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 18.62 103-30-4376-0000 U.S. Bank Amazon-Purifier 01/17/2024 18807 29.77 103-30-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 13.51 103-30-4376-0000 U.S. Bank Amazon-Chair Mats 01/17/2024 18807 103.44 103-30-4376-0000 U.S. Bank Amazon-Office Supplies 01/17/2024 18807 244.53 103-30-4376-0000 U.S. Bank Amazon-Chair Mats 01/17/2024 18807 514.58 Vendor Subtotal: 1,302.65
103-30-4376-0200 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 23.99 Vendor Subtotal: 23.99
103-30-4396-0000 U.S. Bank IACP-Membership Cmdr. Blonde 01/17/2024 18807 190.00 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 29

Page 469 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 190.00
103-30-4399-0000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 3.39 Vendor Subtotal: 3.39
103-30-4399-0000 U.S. Bank Madison Liquidators-Office Furniture 01/17/2024 18807 2,873.95 Vendor Subtotal: 2,873.95
103-30-4412-0000 U.S. Bank UPS Store-Postage 01/17/2024 18807 39.92 103-30-4412-0000 U.S. Bank USPS-Postage 01/17/2024 18807 14.55 Vendor Subtotal: 54.47
103-30-4415-0000 Arthur Burgos Training-Mileage 12/11/23 01/26/2024 18820 53.84 103-30-4415-0000 Arthur Burgos Training-Commuter Lunch 12/11/23 01/26/2024 18820 8.00 Vendor Subtotal: 61.84
103-30-4415-0000 Jose Corney Reissue Lost Check-Training Mileage 01/12/2024 18764 10.48 103-30-4415-0000 Jose Corney Reissue Lost Check-Training Mileage 01/12/2024 18764 78.60 103-30-4415-0000 Jose Corney Reissue Lost Check-Training Commut 01/12/2024 18764 8.00 Vendor Subtotal 97 08
103-30-4415-0000 Christina Curtis Training-Commuter Lunch (4) 2/5/24- 01/26/2024 0 32.00 103 30 4415 0000 Christina Curtis Training Mileage 2/5/24 2/8/24 01/26/2024 0 25 46 Vendor Subtotal: 57.46
103 30 4415 0000 Jocelyn Melissa Serrano Training Commuter Lunch 10/16/23 01/12/2024 18794 8 00 Vendor Subtotal: 8.00
103 30 4415 0000 U S Bank Hilton-Training Hotel 3 Nights Sgt.Qu 01/17/2024 18807 422 61 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 30

Page 470 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 422.61
103-30-4415-0000 Kenric Wu Training-Commuter Lunch 1/23/24 01/12/2024 0 8.00 103-30-4415-0000 Kenric Wu Training-Commuter Lunch 12/11/23 01/12/2024 0 8.00 Vendor Subtotal: 16.00
103-30-4420-0000 U.S. Bank Uprinting-PD Forms 01/17/2024 18807 326.40 Vendor Subtotal: 326.40
103-30-4436-0000 Cynthia Saenz Pre-Employment Exam - Police Applic 01/12/2024 0 450.00 Vendor Subtotal: 450.00
103-30-4436-0000 St. George's Medical Clinic Pre-Employment Physical-Ofc.Fertig 01/26/2024 18863 720.00 103-30-4436-0000 St. George's Medical Clinic Range LED-Sgt.Wu 01/26/2024 18863 245.00 103-30-4436-0000 St. George's Medical Clinic Respiratory Testing-Ofc.Elizarraras 01/26/2024 18863 50.00 103-30-4436-0000 St. George's Medical Clinic Respiratory Testing-Ofc.Mandella 01/26/2024 18863 50.00 103-30-4436-0000 St. George's Medical Clinic Range LED-Ofc Corney 01/26/2024 18863 245.00 Vendor Subtotal: 1,310.00
103-30-4468-0000 Frank Calistro Training-Per Diem Rate Lunch (2) 1/2 01/12/2024 18758 36.00 103-30-4468-0000 Frank Calistro Training-Mileage 1/22/24-1/23/24 01/12/2024 18758 134.00 Vendor Subtotal: 170.00
103-30-4468-0000 Naved Qureshi Training-Per Diem Rate Breakfast 1/16 01/12/2024 0 17.00 103-30-4468-0000 Naved Qureshi Training-Per Diem Rate Lunch 1/16/2 01/12/2024 0 18.00 Vendor Subtotal: 35.00
103-30-4468-0000 U.S. Bank Advance Search-Training Ofc.Ruiz 01/17/2024 18807 321.96 103-30-4468-0000 U.S. Bank Communication PO-Training Dispatch 01/17/2024 18807 135.23 103-30-4468-0000 U.S. Bank Allpaid Clears-Training A.Gonzalez 01/17/2024 18807 36.50 103-30-4468-0000 U.S. Bank Allpaid Clears-Training D.Gascon 01/17/2024 18807 36.50 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 31

Page 471 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 530.19
103-30-4480-0000 LACPCA Conference Registration Chief Incontr 01/26/2024 18843 300.00 Vendor Subtotal: 300.00
103-30-4480-0000 U.S. Bank CA Police Chief-Conference Chief Inc 01/17/2024 18807 825.00 Vendor Subtotal: 825.00
103-30-4492-0003 U.S. Bank Keystone Uniform-Uniform Dispatch 01/17/2024 18807 39.69 103-30-4492-0003 U.S. Bank Keystone Uniform-Uniform Dispatch 01/17/2024 18807 385.65 Vendor Subtotal: 425.34
103-30-4500-4950 The Gas Company Gas Service Nov-Dec 2023 PD 01/12/2024 18801 87.73 Vendor Subtotal: 87.73
103-30-4500-9025 AT&T Phone Service Nov-Dec 2023-PD 01/12/2024 18747 346.13 103-30-4500-9025 AT&T Phone Service Dec 2023-Jan 2024 PD 01/26/2024 18815 1,614.12 Vendor Subtotal: 1,960.25
103-30-4500-9025 Charter Communications Internet Cable Service 12/6/23-1/5/24- 01/12/2024 18802 229.98 Vendor Subtotal: 229.98
103-30-4508-0000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 5.37 Vendor Subtotal: 5.37
103-30-4508-0000 Ford of Montebello Reprograming PD Vehicle # 2 01/26/2024 18832 200.00 Vendor Subtotal: 200.00
103-30-4508-0000 U.S. Bank New Century BMW-Motorcycle Repa 01/17/2024 18807 409.66 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 32

Page 472 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 103-30-4508-0000 U.S. Bank Home Depot-Sealant for Car Doors 01/17/2024 18807 52.78 Vendor Subtotal: 462.44
103-30-4508-0000 WEX Bank Fuel- 11/26/23-12/25/23-PD 01/26/2024 18872 102.08 103-30-4508-0000 WEX Bank Fuel- 11/26/23-12/25/23-PD 01/26/2024 18872 117.91 Vendor Subtotal: 219.99
103-34-3332-0000 Anthem Blue Cross Refund Paramedic-Overpayment/Paym 01/26/2024 18808 131.58 Vendor Subtotal: 131.58
103-34-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Jan 2024 01/26/2024 18812 9.84 103-34-4010-0000 Ameritas Life Insurance Corp Adjustment Premium Jan 2024 01/26/2024 18812 -26.76 Vendor Subtotal: -16.92
103-34-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Feb 2024 01/26/2024 18846 -10.60 103-34-4010-0000 Lincoln National Life Insurance Co Adjustment Premium Feb 2024 01/26/2024 18846 -5.30 Vendor Subtotal: -15.90
103-34-4150-0000 Department of Health Care Service- PP-GEMT 2024 01/12/2024 0 11,917.46 Vendor Subtotal: 11,917.46
103-34-4150-0000 Stericycle Inc Medical Waste Pick Up 1/1/24-3/31/24 01/12/2024 18797 155.89 Vendor Subtotal 155 89
103-34-4150-0000 Wittman Enterprises LLC Paramedic Billing Service Nov 2023 01/26/2024 0 5,954.34 Vendor Subtotal 5,954 34
103-34-4204-0000 U.S. Bank LA Times -Monthly Subscription-FD 01/17/2024 18807 16.00 103 34 4204 0000 U S Bank Star News Monthly Subscription FD 01/17/2024 18807 10 00 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 33

Page 473 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 26.00
103-34-4206-0000 San Gabriel Valley Plumbing Repair Restroom-FD 01/26/2024 18859 154.92 Vendor Subtotal: 154.92
103-34-4206-0000 Veritiv Operating Company Janitorial Supplies 01/26/2024 0 852.65 Vendor Subtotal: 852.65
103-34-4206-0000 U.S. Bank CVS/Pharmacy-Detergent 01/17/2024 18807 9.84 103-34-4206-0000 U.S. Bank Overhead Doors-Garage Door Opener 01/17/2024 18807 72.32 103-34-4206-0000 U.S. Bank Ralphs-3M Hooks 01/17/2024 18807 9.43 103-34-4206-0000 U.S. Bank Amazon-Mattress Pad 01/17/2024 18807 39.41 Vendor Subtotal: 131.00
103-34-4316-0000 Canon Financial Services Inc Copier Lease Dec 2023-FD 01/12/2024 18760 124.83 Vendor Subtotal: 124.83
103-34-4316-0000 CopyFree Technology Inc Copier Contract Base Rate 12/22/23-1/ 01/12/2024 0 23.70 Vendor Subtotal: 23.70
103-34-4316-0000 U.S. Bank LN Curtis-Batteries Thermal Imager (4 01/17/2024 18807 423.69 Vendor Subtotal: 423.69
103-34-4376-0000 Bound Tree Medical, LLC Ambulance Supplies 01/26/2024 18818 628.66 Vendor Subtotal: 628.66
103-34-4376-0000 Life-Assist Inc Ambulance Supplies 01/12/2024 0 768.99 103-34-4376-0000 Life-Assist Inc Ambulance Supplies 01/12/2024 0 309.23 103 34 4376 0000 Life Assist Inc Ambulance Supplies 01/12/2024 0 434 24 103-34-4376-0000 Life-Assist Inc Ambulance Supplies 01/26/2024 0 112.89 103-34-4376-0000 Life-Assist Inc Ambulance Supplies 01/26/2024 0 718.11 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 34

Page 474 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 103-34-4376-0000 Life-Assist Inc Ambulance Supplies 01/26/2024 0 624.15 103-34-4376-0000 Life-Assist Inc Ambulance Supplies 01/26/2024 0 1,456.35 Vendor Subtotal: 4,423.96
103-34-4376-0000 Linde Gas & Equipment In Oxygen 01/12/2024 18782 419.53 103-34-4376-0000 Linde Gas & Equipment In Oxygen 01/26/2024 18847 125.61 Vendor Subtotal: 545.14
103-34-4376-0000 Office Depot Paper & Batteries 01/12/2024 18785 134.66 Vendor Subtotal: 134.66
103-34-4376-0000 U.S. Bank Amazon-Cell Phone Holder for RA91 01/17/2024 18807 27.36 Vendor Subtotal: 27.36
103-34-4399-0000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 35.42 Vendor Subtotal: 35.42
103-34-4399-0000 U.S. Bank Symbol Arts-Tactical Backpacks (4) 01/17/2024 18807 285.68 Vendor Subtotal: 285.68
103-34-4436-0000 Allstar Fire Equipment Inc Brush Coat 01/12/2024 18743 292.69 Vendor Subtotal: 292.69
103-34-4436-0000 Eric Arroyo Background Check-Paramedic Applica 01/26/2024 0 750.00 Vendor Subtotal: 750.00
103-34-4436-0000 Galls, LLC Uniform 01/26/2024 18833 194.17 103-34-4436-0000 Galls, LLC Uniform 01/26/2024 18833 194.18 103 34 4436 0000 Galls, LLC Uniform 01/26/2024 18833 122 22 103-34-4436-0000 Galls, LLC Uniform 01/26/2024 18834 122.22 103-34-4436-0000 Galls, LLC Uniform 01/26/2024 18834 149.72 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 35

Page 475 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 103-34-4436-0000 Galls, LLC Uniform 01/26/2024 18834 189.08 Vendor Subtotal: 971.59
103-34-4436-0000 Municipal Emergency Service Inc. Full New Turnouts (3) 01/12/2024 18783 16,042.07 Vendor Subtotal: 16,042.07
103-34-4452-0000 U.S. Bank Amazon-Foam Insert for Narcotic Loc 01/17/2024 18807 18.59 Vendor Subtotal: 18.59
103-34-4468-0000 St. George's Medical Clinic DMV Physical-J.Sutliff 01/12/2024 18798 120.00 103-34-4468-0000 St. George's Medical Clinic DMV Physical- M.White 01/26/2024 18863 120.00 103-34-4468-0000 St. George's Medical Clinic DMV Physical- D.Tannehill 01/26/2024 18863 120.00 Vendor Subtotal: 360.00
103-34-4468-0000 U.S. Bank Prevent Training Solutions-Training B 01/17/2024 18807 1,025.00 Vendor Subtotal: 1,025.00
103-34-4480-0000 U.S. Bank Starbucks-Coffee Badge Pinning Cerem 01/17/2024 18807 45.00 103-34-4480-0000 U.S. Bank Smart & Final-Hotdogs for Home for t 01/17/2024 18807 142.92 Vendor Subtotal: 187.92
103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18833 272.17 103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18834 273.51 103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18834 67.78 103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18833 163.38 103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18833 200.02 103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18833 20.95 103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18834 158.64 103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18834 503.11 103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18833 22.40 103-34-4492-0003 Galls, LLC Uniform 01/26/2024 18834 13.10 Vendor Subtotal: 1,695.06
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 36

Page 476 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 103-34-4492-0004 Municipal Emergency Service Inc. Turnouts Suspenders (10) 01/12/2024 18783 810.44 103-34-4492-0004 Municipal Emergency Service Inc. Turnouts Suspenders (10) 01/12/2024 18783 785.44 Vendor Subtotal: 1,595.88
103-34-4500-4950 The Gas Company Gas Service Nov-Dec 2023 FD 01/12/2024 18801 412.69 103-34-4500-4950 The Gas Company Gas Service Dec 2023-Jan 2024 FD 01/26/2024 18865 597.82 Vendor Subtotal: 1,010.51
103-34-4500-9025 AT&T Phone Service Nov-Dec 2023-FD 01/12/2024 18747 64.90 103-34-4500-9025 AT&T Phone Service Dec 2023-Jan 2024 FD 01/26/2024 18815 1,662.71 Vendor Subtotal: 1,727.61
103-34-4500-9025 AT&T City Hall Compound Internet Service D 01/12/2024 18748 183.55 103 34 4500 9025 AT&T City Hall Compound Internet Service 01/26/2024 D 18816 183 55 Vendor Subtotal: 367.10
103 34 4500 9025 AT&T Long Distance Long Distance Phone Service Nov 20 01/12/2024 18749 46 70 103-34-4500-9025 AT&T Long Distance Long Distance Phone Service Nov 202 01/12/2024 18749 46.70 103-34-4500-9025 AT&T Long Distance Long Distance Phone Service Jan 2024 01/26/2024 18817 46.73 103-34-4500-9025 AT&T Long Distance Long Distance Phone Service Jan 2024 01/26/2024 18817 46.73 Vendor Subtotal: 186.86
103-34-4500-9025 Verizon Wireless Mobile Computer Service 11/24/23-12 01/26/2024 18870 295.42 Vendor Subtotal: 295.42
103-34-4508-0000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 8.88 Vendor Subtotal: 8.88
103-34-4508-0000 O'Reilly Auto Parts Coolant 01/12/2024 0 413.91 Vendor Subtotal: 413.91
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 37

Page 477 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 103-34-4508-0000 Parkhouse Tire Inc Tires (2) 01/12/2024 18787 926.63 Vendor Subtotal: 926.63
103-34-4508-0000 Puretec Industrial Water Deionized Water for Fire Engine 01/26/2024 18855 179.16 Vendor Subtotal: 179.16
103-34-4508-0000 Southern California Fleet Service Repair-E791 01/26/2024 18856 1,038.51 103-34-4508-0000 Southern California Fleet Service Repair-E91 01/26/2024 18856 10,969.97 Vendor Subtotal: 12,008.48
103-34-4508-0000 Southern Tire Mart Tires Mounting RA 91 01/12/2024 18799 184.96 Vendor Subtotal: 184.96
103-34-4508-0000 U.S. Bank Bear Frame-Ball Joints & Alignment-R 01/17/2024 18807 541.78 103-34-4508-0000 U.S. Bank Amazon-Battery Jump Starter 01/17/2024 18807 1,156.79 103-34-4508-0000 U.S. Bank O/Reilly Auto Parts-Repairs Old #1 01/17/2024 18807 39.63 Vendor Subtotal 1,738.20
Subtotal for Fund: 103 114,050.43
204-64-4150-0000 U.S. Bank Ralphs-Gift Cards Senior Happy Hour 01/17/2024 18807 100.00 Vendor Subtotal 100 00
Subtotal for Fund: 204 100.00
207-64-4208-0000 Gold Coast Tours Senior Trip 11/7/23 01/12/2024 18776 1,416.00 Vendor Subtotal 1,416 00
Subtotal for Fund: 207 1,416.00
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 38

Page 478 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 281-66-4376-0002 Dave's Trophies Medals for Track Meet 3/15/24 01/26/2024 18827 1,633.50 Vendor Subtotal: 1,633.50
281-66-4376-0002 U.S. Bank Peraza Design-Track Meet Banner 01/17/2024 18807 218.30 Vendor Subtotal: 218.30
281-91-4370-2575 Ingram Library Services Books 01/12/2024 0 27.39 281-91-4370-2575 Ingram Library Services Books 01/12/2024 0 48.41 281-91-4370-2575 Ingram Library Services Books 01/12/2024 0 456.31 281-91-4370-2575 Ingram Library Services Credit 01/12/2024 0 -23.70 281-91-4370-2575 Ingram Library Services Books 01/26/2024 0 146.92 281-91-4370-2575 Ingram Library Services Books 01/26/2024 0 100.97 Vendor Subtotal: 756.30
281-91-4370-2575 Vroman's Bookstore Books 01/12/2024 18806 288.66 Vendor Subtotal: 288.66
281-91-4376-2575 U.S. Bank Amazon-Pressed Flower Bookmark Su 01/17/2024 18807 103.17 Vendor Subtotal: 103.17
281-92-4150-2575 Dream Shapers Open House Performer 1/27/24 01/26/2024 18830 375.00 Vendor Subtotal: 375.00
281-92-4150-2575 Kyong A Yee Open House Face Painter 1/27/24 01/26/2024 18873 540.00 Vendor Subtotal: 540.00
281-92-4376-2575 U.S. Bank Amazon-Tween Holiday Prep Shop Su 01/17/2024 18807 65.44 281-92-4376-2575 U.S. Bank Target-Credit 01/17/2024 18807 -0.10 281-92-4376-2575 U.S. Bank Target-Coffee & Crammin Supplies 01/17/2024 18807 61.53 281-92-4376-2575 U.S. Bank Amazon-Tween Holiday Prep Shop Su 01/17/2024 18807 30.17 281-92-4376-2575 U.S. Bank Target-Coffee & Crammin Supplies 01/17/2024 18807 12.51 281-92-4376-2575 U.S. Bank Target-Children's Program Supplies 01/17/2024 18807 35.31 281-92-4376-2575 U.S. Bank Target-Storytime Supplies 01/17/2024 18807 29.50 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 39

Page 479 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 281-92-4376-2575 U.S. Bank Target-Coffee & Crammin Supplies 01/17/2024 18807 45.21 281-92-4376-2575 U.S. Bank Amazon-Tween Holiday Prep Shop Su 01/17/2024 18807 80.54 Vendor Subtotal: 360.11
Subtotal for Fund: 281 4,275.04
394-40-4600-1000 CABD Construction Inc Construction SMCC Project Payment # 01/12/2024 0 52,831.43 000001029 Vendor Subtotal: 52,831.43
394-40-4600-1000 CA Dept of Tax & Fee Admin Sales Taxes Out of State Purchase Oct- 01/26/2024 18821 13.57 Vendor Subtotal: 13.57
394-40-4600-1000 Crane Architectural Group Site Observation-SMCC Project 01/12/2024 18765 500.00 Vendor Subtotal: 500.00
394-40-4600-1000 Griffin Structures Inc Construction Management Service Agr 01/26/2024 0 5,941.33 000001030 Vendor Subtotal: 5,941.33
394-40-4600-1000 Landscape Forms, Inc Outdoor Furniture-SMCC Project 01/12/2024 18781 15,598.05 000001083 Vendor Subtotal: 15,598.05
394-40-4600-1000 Vista Environmental Consulting, Inc Abatement Monitor-2/25/23-11/30/23- 01/26/2024 0 1,000.00 Vendor Subtotal: 1,000.00
394-44-4600-8022 Los Angeles County Registrar CEQA Filing Fee-Notice of Exemption 01/26/2024 18845 75.00 Vendor Subtotal: 75.00
394-46-4600-8022 LA County Dept of Public Works Catch Basin Cleanout 01/12/2024 18767 7,643.83 Vendor Subtotal: 7,643.83
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 40

Page 480 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No 394-48-4600-9271 All American Asphalt Retention Payment- Streets Project 01/26/2024 18809 174,552.22 Vendor Subtotal: 174,552.22
Subtotal for Fund: 394 258,155.43
591-11-4613-0562 IntelesysOne Citywide Wi-Fi Project 01/12/2024 0 30,858.00 Vendor Subtotal: 30,858.00
591-11-4613-0563 IntelesysOne PD Host Server Upgrade 01/26/2024 0 34,559.23 Vendor Subtotal: 34,559.23
591-34-4613-9300 TruckVault Custom Drawing 01/12/2024 18803 300.00 000001098 591-34-4613-9300 TruckVault Truck Glide 1500lb Full Extension 77" 01/12/2024 18803 2,965.50 000001098 591-34-4613-9300 TruckVault Sales Tax 01/12/2024 18803 716.56 000001098 591-34-4613-9300 TruckVault Freight 01/12/2024 18803 395.00 000001098 591-34-4613-9300 TruckVault Custom Vault Temp Stock Code 01/12/2024 18803 4,577.25 000001098 Vendor Subtotal: 8,954.31
Subtotal for Fund: 591 74,371.54
609-00-2002-0000 Metro Water Domestic Water November 2023 01/26/2024 0 206,408.43 Vendor Subtotal: 206,408.43
609-00-2045-0000 Division of the State Architect Disability Access & Education Fee Oc 01/12/2024 18769 285.20 Vendor Subtotal: 285.20
609-00-2048-0625 California Building Standards Building Standards Admin Oct-Dec 20 01/12/2024 18756 194.40 Vendor Subtotal: 194.40
609-00-2048-0626 Dept of Conservation SMIP Fees Oct-Dec 2023 01/12/2024 18768 200.73 AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 41

Page 481 of 506 ends

Account Number Vendor Description GL Date Check No Amount PO No Vendor Subtotal: 200.73
609-00-2048-2575 Friends of Crowell Public Lib Credit Card Sales Friends Bookstore D 01/12/2024 18774 953.35 Vendor Subtotal: 953.35
609-00-2048-7370 San Marino School District School Fees-1423 Bradbury Rd. 01/12/2024 18796 3,827.90 609-00-2048-7370 San Marino School District School Fees-986 Kewen Dr 01/12/2024 18796 2,878.79 609-00-2048-7370 San Marino School District School Fees-2370 Monterey Rd 01/12/2024 18796 6,155.15 609-00-2048-7370 San Marino School District School Fees-3365 Monterey Rd 01/12/2024 18796 2,711.14 609-00-2048-7370 San Marino School District School Fees-1424 Bradbury Rd 01/12/2024 18796 2,725.51 609-00-2048-7370 San Marino School District Credit -Refund for Payment on 1315 S 01/12/2024 18796 -5,863.13 609-00-2048-7370 San Marino School District School Fees-2310 Brentford Rd 01/12/2024 18796 3,032.00 609-00-2048-7370 San Marino School District School Fees-1500 Vandyke Rd 01/12/2024 18796 2,404.58 609-00-2048-7370 San Marino School District School Fees-1865 S. Los Robles Ave 01/12/2024 18796 2,835.68 Vendor Subtotal: 20,707.62
Subtotal for Fund: 609 228,749.73
Report Total: 1,086,539.51
AP-Transactions by Account (01/25/2024 - 11:49 AM) Page 42

Page 482 of 506 ends

TO: Mayor and City Council
FROM: Philippe Eskandar, City Manager
BY: Annie Han, City Treasurer
DATE: February 14, 2024
SUBJECT: CASH AND INVESTMENT REPORT FOR THE MONTH OF
DECEMBER 2023

STRATEGIC PLAN CRITICAL SUCCESS FACTORS
Fiscally Responsible and Transparent City Government

BACKGROUND
The City of San Marino’s Investment Policy adopted by the City Council on May 10, 2023 Section 16.0, Reporting, stipulates that the Treasurer shall review and render monthly reports to the City Council of all cash and investments held by the City.

The report shall include the following information for all cash accounts and bank deposits:
· Balance at the end of the month
· Interest rate (for all interest-bearing active deposits) The report shall include the following information for all investments:
· A listing of individual securities held at the end of the month, by security type;
· Issuer, date of maturity, date of purchase, par and the dollar amount invested;
· Coupon, discount or earnings rate; and
· Current market value as of the date of the report and the source of this same valuation; and
· The weighted average maturity and weighted average yield of all Steven W. Huang, DDS, Mayor
Gretchen Shepherd Romey, Vice Mayor
Tony Chou, Council Member
Calvin Lo, Council Member
Steve Talt, Council Member

Page 483 of 506 ends

investments combined.

The above information may be submitted in the form of copies of statements received by the custodial institution. For investments with LAIF, the most recent statement or statements received from the State Treasurer may be included in the monthly report in lieu of the information noted above.

The report shall include a listing of all investment transactions for the month (Government Code Section 53607). The report must also include a statement of compliance of the portfolio to the statement of investment policy, or manner in which the portfolio is not in compliance, as well as a statement denoting the ability of the local agency to meet its expenditure requirements for the next six months, or an explanation as to why sufficient money shall, or may, not be available (Government Code Section 53646).

Reports shall be rendered to the City Council and City Manager within 30 days following the end of the month of the period covered by the report.

DISCUSSION

PORTFOLIO SUMMARY
The City maintains petty cash on City facilities, cash in bank, cash in a transactional investment account, deposits with the Local Agency Investment Fund (LAIF), two Section 115 Trusts, investments in negotiable Certificates of Deposit, investments in Municipal Securities, and investments in U.S.

Government Agency Securities. All items are detailed in the attachment to this report.

A summary of portfolio content is found below. The attachment to this report offers specific detail on each category of investment.

Page 484 of 506 ends

PORTFOLIO PERFORMANCE
As of 12/31/2023, the annual percentage yield earned on the bank IMMA is

4.59%. The effective yield for LAIF deposits is 3.929%. The average yield on CDs is 2.86%. The average yield on US Government Agency Securities is

3.011%. The effective yield on Municipal Securities is 4.218% Total combined portfolio yield for December 2023 is 3.65%.

Allocation
Petty Cash on City Premises $ 1,774 0%
Cash in Bank-checking accounts 4,041,046 11%
Cash in Bank-IMMA 8,578,501 23%
CERBT Section 115 Trust 800,000 2%
CEPPT Section 115 Trust 1,000,000 3%
Deposits with LAIF 4,112,898 11%
Certificates of Deposit 10,506,000 28%
Treasury Obligations - 0%
US Government Agency Securities 6,997,530 19%
Municipal Securities 979,500 3%
Cash and Investments $ 37,017,250 100%
Cash and Investments Portfolio Summary
City of San Marino

Page 485 of 506 ends

2021 2022 2023
Jan 0.458 0.234 2.425
Feb 0.407 0.278 2.624
Mar 0.357 0.365 2.831
Apr 0.339 0.523 2.870
May 0.315 0.684 2.993
Jun 0.262 0.861 3.167
Jul 0.221 1.090 3.305
Aug 0.221 1.276 3.434
Sep 0.206 1.513 3.534
Oct 0.203 1.772 3.670
Nov 0.203 2.007 3.843
Dec 0.212 2.173 3.929
Local Agency Investment Fund (LAIF)
Average Monthly Effective Yields
2021 2022 2023
Jan $34,984,593 $38,874,033 $42,597,554
Feb $35,042,083 $39,427,777 $43,137,917
Mar $33,786,986 $37,844,008 $40,882,226
Apr $38,194,608 $42,640,301 $44,354,391
May $40,886,858 $44,028,030 $46,423,758
Jun $39,918,291 $43,343,341 $43,117,061
Jul $36,168,260 $40,325,190 $37,719,068
Aug $35,388,265 $39,295,510 $35,726,641
Sep $32,098,786 $37,543,079 $33,058,478
Oct $30,384,198 $37,097,652 $31,757,354
Nov $29,991,938 $35,389,890 $30,557,552
Dec $36,414,654 $41,311,610 $37,017,250
Total Cash and Investments

Page 486 of 506 ends

FISCAL IMPACT & PROCUREMENT REVIEW
There is no fiscal impact and procurement review is not applicable.

LEGAL REVIEW
The City Attorney's office has reviewed and approved as to form.

RECOMMENDATION
Staff recommends the Council receive and file this report. If the City Council concurs with staff’s recommendation, an appropriate motion would be:
“I move to receive and file the Cash and Investment Report for the Month of December 2023.”

ATTACHMENTS

1. Treasurer’s Report as of December 31, 2023

Page 487 of 506 ends

Maturity Par Bank Market %
Deposit/Investment Type Bank/Issuer Date Value Balance Value portfolio Rate Cash on Premises
Petty Cash & Cash Drawer City Hall 400.00 400.00 400.00 Petty Cash Fire Department 300.00 300.00 300.00
Petty Cash & Cash Drawer Recreation Department 100.00 100.00 100.00 Petty Cash & Cash Drawer Library 324.20 324.20 324.20
Petty Cash & Cash Drawer Public Works 250.00 250.00 250.00 Petty Cash Police Department 400.00 400.00 400.00
1,774.20 1,774.20 1,774.20 0.00%
Cash in Bank-checking accounts
Investment Transaction Interest Account US Bank-153xxxx77181 1,613,956.99 1,613,956.99 1,613,956.99 General Operating East West Bank-00-811xx753 2,427,089.01 2,427,089.01 2,427,089.01 Payroll (ZBA) East West Bank-00-811xx761 - - -
Worker's Compensation (ZBA) East West Bank-00-811xx779 - - - Sub total 4,041,046.00 4,041,046.00 4,041,046.00 10.91% Cash in Bank-money market account
Money Market East West Bank-00-811xx787 8,578,501.37 8,578,501.37 8,578,501.37 23.16% 4.590% 12,619,547.37 12,619,547.37 12,619,547.37 34.07%
Maturity Par Book Market %
Deposit/Investment Type Bank/Issuer Date Value Value Value portfolio Rate Investments
Pooled Funds California Employers' Retiree Benefit Trust (CERBT) 800,000.00 800,000.00 798,939.97 2.16% Pooled Funds California Employers' Pension Prefunding Trust (CEPPT) 1,000,000.00 1,000,000.00 1,049,662.95 2.70% Pooled Funds State of California Local Agency Investment Fund (LAIF) 4,112,898.20 4,112,898.20 4,086,341.76 11.10% 3.929% US Bank Safekeeping Charles Schwab Bank SSB CUSIP#15987UAJ7 (FDIC #57450) 01/18/24 239,000 239,000 238,888.82 4.65% US Bank Safekeeping Tradition Capital Bank CUSIP #89269FDP7 (FDIC #58057) 01/22/24 245,000 245,000 244,620.76 3.00% US Bank Safekeeping Morgan Stanley Private Bank CUSIP #61768U2E6 (FDIC #34221) 01/27/24 249,000 249,000 248,004.52 0.30% US Bank Safekeeping Mutualone Bank CUSIP #62847HBM0 (FDIC #26395) 02/05/24 246,000 246,000 245,453.01 3.20% US Bank Safekeeping Bank of India CUSIP #06279K5F9 (FDIC #33648) 02/07/24 245,000 245,000 244,881.85 5.05% US Bank Safekeeping Pacific Premier Bank Irvine CA CUSIP #69478QGP9 (FDIC #32172) 03/08/24 245,000 245,000 244,064.52 3.35% US Bank Safekeeping Third Fed Savings & Loan of Cleveland CUSIP #88413QDC9 (FDIC #30021) 03/15/24 249,000 249,000 246,398.47 0.40% US Bank Safekeeping Nicolet Natl Bk Green Bay WI CUSIP #654062KZ0 (FDIC #57038) 03/28/24 249,000 249,000 248,192.78 4.00% US Bank Safekeeping JPMorgan Chase Bank NA CUSIP #48128WPF6 (FDIC #628) 04/08/24 246,000 246,000 243,869.96 2.25% US Bank Safekeeping Discover Bank CUSIP #254673B62 (FDIC #5649) 04/29/24 246,000 246,000 243,727.33 2.50% US Bank Safekeeping Bank of America CUSIP #06051VT89 (FDIC #3510) 05/23/24 240,000 240,000 239,787.83 5.15% US Bank Safekeeping Sallie Mae Bank Utah CUSIP #795451BJ1 (FDIC #58177) 06/17/24 246,000 246,000 243,342.75 2.85% US Bank Safekeeping Texas Exchange Bank SSB CUSIP #88241TLY4 (FDIC #20099) 07/05/24 249,000 249,000 243,113.82 0.55% US Bank Safekeeping WebBank CUSIP #947547PN9 (FDIC #34404) 07/18/24 246,000 246,000 243,120.82 3.05% US Bank Safekeeping New York Community Bank CUSIP #649447VN6 (FDIC #16022) 09/10/24 249,000 249,000 241,505.59 0.70% US Bank Safekeeping Tristate Capital Bank CUSIP #89677DHQ2 (FDIC #58457) 10/07/24 244,000 244,000 242,407.41 4.30% US Bank Safekeeping Industrial & Com Bk China USA CUSIP #45581ECT6 (FDIC #24387) 10/18/24 249,000 249,000 240,166.64 0.60% US Bank Safekeeping Institution for Savings in New Finl Newburyport MA CUSIP #45780PBB0 (FDIC #90250) 10/28/24 249,000 249,000 240,043.24 0.70% US Bank Safekeeping City National Bank CUSIP #178180GR0 (FDIC #17281) 11/25/24 244,000 244,000 243,438.94 4.85% US Bank Safekeeping CIBC Bank US CUSIP #12547CAK4 (FDIC #33306 02/24/25 245,000 245,000 243,520.81 4.60% US Bank Safekeeping Pinnacle Bank Elberton GA CUSIP #72346RBM3 (FDIC #14065) 02/25/25 243,000 243,000 243,275.94 5.20% US Bank Safekeeping Finwise Bank CUSIP #31810PAY5 (FDIC #35323) 03/14/25 156,000 156,000 147,700.53 0.50% US Bank Safekeeping American Express Natl Bank CUSIP #02589AC34 (FDIC #27471) 04/07/25 246,000 246,000 238,442.02 2.55% US Bank Safekeeping BMW Bank of North America CUSIP #05580AL85 (FDIC #35141) 04/08/25 246,000 246,000 238,246.42 2.50% US Bank Safekeeping Triad Business Bank CUSIP #89580DAX0 (FDIC #59188) 04/14/25 248,000 248,000 248,147.34 5.10% US Bank Safekeeping HSBC Bank USA NA CUSIP #44329ME33 (FDIC #57890) 05/07/25 248,000 248,000 235,968.12 1.30% US Bank Safekeeping Commercial Bank Harrogate TN CUSIP #20143PES5 (FDIC #22354) 05/13/25 248,000 248,000 247,925.90 5.00% US Bank Safekeeping First Citizens Bank & Trust CUSIP #(319477AW5) (FDIC #11063) 06/16/25 248,000 248,000 248,333.21 5.30% US Bank Safekeeping Celtic Bank CUSIP #15118RZA8 (FDIC #57056) 07/15/25 249,000 249,000 242,494.89 3.20% US Bank Safekeeping Barclays Bank Delaware CUSIP #0674KRW9 (FDIC #57203) 07/28/25 243,000 243,000 243,488.14 5.10% City of San Marino
As of December 31, 2023
Treasurer's Report

Page 488 of 506 ends

Maturity Par Bank Market %
City of San Marino
As of December 31, 2023
Treasurer's Report
US Bank Safekeeping Amerant Bank NA CUSIP #02357QBZ9 (FDIC #22953) 08/11/25 243,000 243,000 243,519.05 5.10% US Bank Safekeeping Northern Bank & Trust MA CUSIP #66476QEC8 (FDIC #18266) 08/18/25 243,000 243,000 243,364.05 5.05% US Bank Safekeeping Wells Fargo Bank NA CUSIP #949764EZ3 (FDIC #3511) 08/22/25 248,000 248,000 248,710.96 5.10% US Bank Safekeeping Capital One Nat'l Assn CUSIP #14042RQC8 (FDIC #4297) 11/17/25 248,000 248,000 230,598.15 0.90% US Bank Safekeeping BankUnited NA CUSIP #066519RX9 (FDIC #58979) 12/08/25 249,000 249,000 232,646.24 1.25% US Bank Safekeeping Goldman Sachs Bank USA CUSIP #38149MWH2 (FDIC #33124) 05/19/26 249,000 249,000 226,917.94 0.90% US Bank Safekeeping UBS Bank USA CUSIP #90348JM72 (FDIC #57565) 06/16/26 250,000 250,000 226,835.40 0.85% US Bank Safekeeping Toyota Financial SGS BK CUSIP #89235MLC3 (FDIC #57542) 07/15/26 248,000 248,000 225,051.90 0.95% US Bank Safekeeping Bank Hapoalim B. M. CUSIP #06251A2Y5 (FDIC #33686) 07/23/26 248,000 248,000 224,849.27 0.95% US Bank Safekeeping Synchrony Bank CUSIP #87164WA24 08/13/26 248,000 248,000 224,016.28 0.90% US Bank Safekeeping State Bank of India CUSIP #856285XL0 (FDIC #33682) 09/28/26 248,000 248,000 224,473.48 1.15% US Bank Safekeeping Citibank NA CUSIP #17312Q4A4 (FDIC #7213) 09/29/26 243,000 243,000 244,329.96 5.10% US Bank Safekeeping Morgan Stanley Bank NA CUSIP #61773TDG5 (FDIC #32992) 04/20/27 246,000 246,000 230,371.02 2.75% 10,506,000 10,506,000 10,228,256.08 28.36% 2.86%
Treasury Obligations
None None - 0.00 - 0.00% 0.00%
US Government Agency Securities
US Bank Safekeeping Federal Home Loan Bank CUSIP #3130AUSH8 02/06/24 500,000 499,280 499,474.93 4.750% US Bank Safekeeping Federal Home Ln MTG Corp CUSIP #3134GY2K7 11/15/24 500,000 500,000 499,682.85 5.310% US Bank Safekeeping Federal Home Loan Bank CUSIP #3130AUW34 02/14/25 250,000 250,000 249,292.91 4.550% US Bank Safekeeping Federal Home Ln MTG Corp CUSIP #3134GXNB6 03/28/25 500,000 500,000 484,358.67 2.250% US Bank Safekeeping Federal Home Loan Bank CUSIP #3130AN4N7 07/14/25 1,000,000 1,000,000 941,484.00 0.720% US Bank Safekeeping Federal Farm Credit Bank CUSIP #3133ENCD0 10/27/25 1,000,000 1,000,000 939,237.49 1.040% US Bank Safekeeping Federal Home Loan Bank CUSIP #3130AWFS4 03/13/26 500,000 500,000 498,905.13 5.650% US Bank Safekeeping Federal Farm Credit Bank CUSIP #3133EMH21 06/15/26 250,000 250,000 229,701.72 0.900% US Bank Safekeeping Federal Home Ln MTG Corp CUSIP #3134GYWG3 07/27/26 500,000 500,000 499,011.78 6.000% US Bank Safekeeping Federal Farm Credit Bank CUSIP #3133ENHC7 12/14/26 500,000 500,000 463,453.14 1.600% US Bank Safekeeping FHLMC Call CUSIP #3134GYK68 022327 02/23/27 500,000 498,500 498,761.37 5.250% US Bank Safekeeping FHLMC Step-Up CUSIP #3134GYC67 123027 12/30/27 500,000 500,000 498,312.60 5.100% US Bank Safekeeping Federal Farm Cr Bks CUSIP #3133EPTV7 08/22/28 500,000 499,750 499,161.54 5.710% 7,000,000 6,997,530 6,800,838.13 18.90% 3.011%
Municipal Securities
US Bank Safekeeping Univ CA REGTS MED CTR Pool Rev CUSIP #913366EN6 05/15/25 500,000 504,865 505,835.00 5.785% US Bank Safekeeping California ST GO Taxable CUSIP #13063DMA3 04/01/26 500,000 474,635 479,815.00 2.650% 1,000,000 979,500 985,650.00 2.70% 4.218%
18,506,000 18,483,030.00 18,014,744.21
Total Cash & Investments 37,040,219.77 37,017,249.77 36,571,010.46 Annie Han January 29, 2024
Annie Han, City Treasurer
I hereby certify that this report is in compliance with the City’s Investment Policy as adopted by the City Council on May 10, 2023, and the source of market valuation is obtained from various bank statements, the monthly CERBT, CEPPT & LAIF statements and the investment safekeeping account statement with US Bank. The City has the ability to meet its expenditure requirements for the next six months.

3.65%

Page 489 of 506 ends

Date Type of Transaction Amount Notes
No Transactions This Month
Date Type of Transaction Amount Notes
12/7/2023 Transfer to East West Bank Operating Account (300,000.00) To Cover Operating Expenses for Month of December 2023 12/13/2023 Transfer to East West Bank Operating Account (900,000.00) To Cover Operating Expenses for Month of December 2023 12/20/2023 Transfer from East West Bank Operating Account 8,100,000.00 To transfer money to higher interest generating account 12/29/2023 Transfer to East West Bank Operating Account (500,000.00) To Cover Operating Expenses for Month of December 2023 Date Type of Transaction Amount Notes
12/11/2023 BMO Harris Bank CD Matured 246,000.00 2.50% Interest 12/29/2023 Mainstreet Bank CD Matured 249,000.00 3.15% Interest 12/29/2023 Vision Bank of Iowa CD Matured 249,000.00 3.00% Interest 12/29/2023 FHLMC Government Security Matured 500,000.00 2.80% Interest Date Type of Transaction Amount Notes
12/22/2023 Annual Contribution to CERBT Trust 100,000.00 Date Type of Transaction Amount Notes
No Transactions This Month
LAIF
East West Bank Money Market Account
US Bank
CalPERS CERBT Trust
CalPERS CEPPT Trust

Page 490 of 506 ends

December 3.929
November 3.843
October 3.670
September 3.534
August 3.434
July 3.305**
PMIA Average Life(1): 230
LAIF Fair Value Factor(1): 0.993543131
PMIA Daily(1): 3.96
PMIA Quarter to Date(1): 3.81
LAIF Apportionment Rate(2): 4.00
LAIF Earnings Ratio(2): 0.00010932476863589
LAIF Administrative Cost(1)*: 0.29
Treasuries

61.22%
Agencies

21.44%
Certificates of
Deposit/Bank Notes

7.72%
Time
Deposits

3.34%
Commercial
Paper

5.71%
Corporate
Bonds

0.36%
Loans

0.21%
Notes: The apportionment rate includes interest earned on the CalPERS Supplemental Pension Payment pursuant to Government Code 20825 (c)(1) and interest earned on the Wildfire Fund loan pursuant to Public Utility Code 3288 (a). *The percentage of administrative cost equals the total administrative cost divided by the quarterly interest earnings. The law provides that administrative costs are not to exceed 5% of quarterly EARNINGS of the fund. However, if the 13-week Daily Treasury Bill Rate on the last day of the fiscal year is below 1%, then administrative costs shall not exceed 8% of quarterly EARNINGS of the fund for the subsequent fiscal year. ** Revised
Source:
(1) State of California, Office of the Treasurer
(2) State of Calfiornia, Office of the Controller
PMIA Average Monthly
Effective Yields(1)
PMIA/LAIF Performance Report
as of 1/17/24
Daily rates are now available here. View PMIA Daily Rates Quarterly Performance
Quarter Ended 12/31/23
Chart does not include $2,164,000.00 in mortgages, which equates to 0.001%. Percentages may not total 100% due to rounding.

Pooled Money Investment Account
Monthly Portfolio Composition (1)
12/31/23
$158.0 billion

Page 491 of 506 ends

1/25/24, 10:57 AM PMIA Average Monthly Effective Yields https://www.treasurer.ca.gov/pmia-laif/historical/avg_mn_ylds.asp 1/2 Home ->> PMIA ->> PMIA Average Monthly Effective Yields PMIA Average Monthly Effective Yields
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1977 5.770 5.660 5.660 5.650 5.760 5.850 5.930 6.050 6.090 6.090 6.610 6.730 1978 6.920 7.050 7.140 7.270 7.386 7.569 7.652 7.821 7.871 8.110 8.286 8.769 1979 8.777 8.904 8.820 9.082 9.046 9.224 9.202 9.528 9.259 9.814 10.223 10.218 1980 10.980 11.251 11.490 11.480 12.017 11.798 10.206 9.870 9.945 10.056 10.426 10.961 1981 10.987 11.686 11.130 11.475 12.179 11.442 12.346 12.844 12.059 12.397 11.887 11.484 1982 11.683 12.044 11.835 11.773 12.270 11.994 12.235 11.909 11.151 11.111 10.704 10.401 1983 10.251 9.887 9.688 9.868 9.527 9.600 9.879 10.076 10.202 10.182 10.164 10.227 1984 10.312 10.280 10.382 10.594 10.843 11.119 11.355 11.557 11.597 11.681 11.474 11.024 1985 10.579 10.289 10.118 10.025 10.180 9.743 9.656 9.417 9.572 9.482 9.488 9.371 1986 9.252 9.090 8.958 8.621 8.369 8.225 8.141 7.844 7.512 7.586 7.432 7.439 1987 7.365 7.157 7.205 7.044 7.294 7.289 7.464 7.562 7.712 7.825 8.121 8.071 1988 8.078 8.050 7.945 7.940 7.815 7.929 8.089 8.245 8.341 8.397 8.467 8.563 1989 8.698 8.770 8.870 8.992 9.227 9.204 9.056 8.833 8.801 8.771 8.685 8.645 1990 8.571 8.538 8.506 8.497 8.531 8.538 8.517 8.382 8.333 8.321 8.269 8.279 1991 8.164 8.002 7.775 7.666 7.374 7.169 7.098 7.072 6.859 6.719 6.591 6.318 1992 6.122 5.863 5.680 5.692 5.379 5.323 5.235 4.958 4.760 4.730 4.659 4.647 1993 4.678 4.649 4.624 4.605 4.427 4.554 4.438 4.472 4.430 4.380 4.365 4.384 1994 4.359 4.176 4.248 4.333 4.434 4.623 4.823 4.989 5.106 5.243 5.380 5.528 1995 5.612 5.779 5.934 5.960 6.008 5.997 5.972 5.910 5.832 5.784 5.805 5.748 1996 5.698 5.643 5.557 5.538 5.502 5.548 5.587 5.566 5.601 5.601 5.599 5.574 1997 5.583 5.575 5.580 5.612 5.634 5.667 5.679 5.690 5.707 5.705 5.715 5.744 1998 5.742 5.720 5.680 5.672 5.673 5.671 5.652 5.652 5.639 5.557 5.492 5.374 1999 5.265 5.210 5.136 5.119 5.086 5.095 5.178 5.225 5.274 5.391 5.484 5.639 2000 5.760 5.824 5.851 6.014 6.190 6.349 6.443 6.505 6.502 6.517 6.538 6.535 2001 6.372 6.169 5.976 5.760 5.328 4.958 4.635 4.502 4.288 3.785 3.526 3.261 2002 3.068 2.967 2.861 2.845 2.740 2.687 2.714 2.594 2.604 2.487 2.301 2.201 2003 2.103 1.945 1.904 1.858 1.769 1.697 1.653 1.632 1.635 1.596 1.572 1.545 2004 1.528 1.440 1.474 1.445 1.426 1.469 1.604 1.672 1.771 1.890 2.003 2.134 2005 2.264 2.368 2.542 2.724 2.856 2.967 3.083 3.179 3.324 3.458 3.636 3.808 2006 3.955 4.043 4.142 4.305 4.563 4.700 4.849 4.946 5.023 5.098 5.125 5.129 2007 5.156 5.181 5.214 5.222 5.248 5.250 5.255 5.253 5.231 5.137 4.962 4.801 2008 4.620 4.161 3.777 3.400 3.072 2.894 2.787 2.779 2.774 2.709 2.568 2.353 2009 2.046 1.869 1.822 1.607 1.530 1.377 1.035 0.925 0.750 0.646 0.611 0.569 2010 0.558 0.577 0.547 0.588 0.560 0.528 0.531 0.513 0.500 0.480 0.454 0.462 2011 0.538 0.512 0.500 0.588 0.413 0.448 0.381 0.408 0.378 0.385 0.401 0.382 2012 0.385 0.389 0.383 0.367 0.363 0.358 0.363 0.377 0.348 0.340 0.324 0.326 2013 0.300 0.286 0.285 0.264 0.245 0.244 0.267 0.271 0.257 0.266 0.263 0.264 2014 0.244 0.236 0.236 0.233 0.228 0.228 0.244 0.260 0.246 0.261 0.261 0.267 2015 0.262 0.266 0.278 0.283 0.290 0.299 0.320 0.330 0.337 0.357 0.374 0.400 2016 0.446 0.467 0.506 0.525 0.552 0.576 0.588 0.614 0.634 0.654 0.678 0.719 2017 0.751 0.777 0.821 0.884 0.925 0.978 1.051 1.084 1.111 1.143 1.172 1.239 2018 1.350 1.412 1.524 1.661 1.755 1.854 1.944 1.998 2.063 2.144 2.208 2.291 2019 2.355 2.392 2.436 2.445 2.449 2.428 2.379 2.341 2.280 2.190 2.103 2.043 2020 1.967 1.912 1.787 1.648 1.363 1.217 0.920 0.784 0.685 0.620 0.576 0.540 Home | Open Government | Careers | Contact | Calendar
Home PMIA Home Contacts Time Deposits LAIF
Search

Page 492 of 506 ends

1/25/24, 10:57 AM PMIA Average Monthly Effective Yields https://www.treasurer.ca.gov/pmia-laif/historical/avg_mn_ylds.asp 2/2 Home | Comments | Disclosure Notice | Privacy Notice | Accessibility Statement | Unclaimed Property | Site Map | Download Adobe Reader © 2024 California State Treasurer's Office
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
2021 0.458 0.407 0.357 0.339 0.315 0.262 0.221 0.221 0.206 0.203 0.203 0.212 2022 0.234 0.278 0.365 0.523 0.684 0.861 1.090 1.276 1.513 1.772 2.007 2.173 2023 2.425 2.624 2.831 2.870 2.993 3.167 3.305* 3.434 3.534 3.670 3.843 3.929 * Revised

Page 493 of 506 ends

Institution:

Quarterly as of Date:

Signature Date
Name and Title
Quarterly Call Report Certification
Local Agency Security Program
Two authorized officers are required to executed the Quarterly Call Report pursuant to CCR§16005.1.1(a).

The authorized signers of East West Bank each declares, for himself or herself alone and not for the other: I hereby verify that I have personal knowledge of the matters set forth in the Quarterly Call Report (as of 12/31/2023) submitted pursuant to GC§ 53663(b) and CCR§16005.4.2 to the best of my knowledge and belief, the information contained therein is true and correct.

Name and Title
Lily Li, VP & Assistant Treasury Operation Manager
East West Bank
12/31/2023
Signature Date
Angela Foo, FVP - Treasury Manager
ϬϭͬϬϱͬϮϬϮϰ ϬϭͬϬϱͬϮϬϮϰ
gnature

Page 494 of 506 ends

VP & Assistant Treasury Operation Manager
Authorizer #1 Name: Authorizer #2 Name:

Authorizer #1 Title: Authorizer #2 Title:

Angela FooLily Li
[email protected]
Preparer Name:

Preparer Title:

Preparer Phone #:

Preparer Email Address:

Bing FuSenior Treasury Analyst
Agent of Depository:

FVP - Treasury Manager
Description of Other Deposits:

Federal Home Loan Bank San Francisco
Market Value of Pledged Securities as of Quarter End:

Excess/Deficiency in Pledged Collateral: $ - - $ 22,839,496.70 $ 22,839,496.70 $ $ - - $ 685,000,000.00 $ 685,000,000.00 $
Less: CDAR Deposits:
$ -$ -$ -$ -$ -
Total Deposits & Accrued Interest:

Minimum Collateral Required:
$ -
$ -
$ -
$ 630,629,050.76$ 662,160,503.30
$ - $ 630,629,050.76$ -
$ -$ -
Less: Other (Specify on Line 17):

Total Secured Deposits:
$ 662,160,503.30
$ -
$ 439,090,091.10
$ 1,486,779,862.24
$ 417,060,720.38
$ -$ -
$ 439,090,091.10
$ 1,486,779,862.24
$ - $ 417,060,720.38$ -$ -$ -
905,581,484.72 397,688,415.17
Quarterly Call Report
Local Agency Security Program - California Department of Financial Protection and Innovation Institution Name: East West Bank CID #: 194
Total
Mailing Address:

Quarterly Report As of Date:
135 N Los Robles Ave. 8th Floor , Pasadena, CA 91101
12/31/2023 1/5/2024
Pool #1 (x110%) Pool #2 (x150%) Pool #3 (x105%)
Submission Date:

Less: Interest:

Less: Uncollected Funds:
$ -
$ -$ -
Active Deposits Inactive Deposits
Less: Deposits Subject to Waivers:
$ 685,000,000.00 $ 685,000,000.00
Pool #2 Pool #3 Total
$ -
Market Value of the Pledged Securities shown
in the Securities Account Statement:

Pool #1
Total:
$ -
Total Amount Waiver Amount Secured Amount Total Amount Waiver Amount Secured Amount Part II Summary 507,893,069.59 75,301,638.70 960,027.79 74,341,610.90

Page 495 of 506 ends

TO: Mayor and City Council
FROM: Philippe Eskandar, City Manager
BY: Alison Walker, City Clerk
DATE: February 14, 2024
SUBJECT: APPROVAL OF MINUTES

STRATEGIC PLAN CRITICAL SUCCESS FACTORS
Engaged and Connected Residents
Efficient, Responsive, and Effective City Services
Fiscally Responsible and Transparent City Government

BACKGROUND
The City Council of the City of San Marino, at a regular meeting held on Wednesday, April 9, 2014, approved the action minute format for City Council and all advisory body meetings. An exception was made for the Library Board of Trustees to have summary minutes at the September 9, 2020 Council meeting, however the Library Board of Trustees moved back to action minutes after approval at the July 13, 2022 Council meeting.

DISCUSSION
Attached for Council consideration are the following City Council minutes:

1. Regular meeting of January 10, 2024; and

2. Adjourned Regular meeting of January 26, 2024; and

3. Special meeting of January 26, 2024.

FISCAL IMPACT & PROCUREMENT REVIEW
None.

Steven W. Huang, DDS, Mayor
Gretchen Shepherd Romey, Vice Mayor
Tony Chou, Council Member
Calvin Lo, Council Member
Steve Talt, Council Member

Page 496 of 506 ends

LEGAL REVIEW
The City Attorney's office has reviewed and approved as to form.

RECOMMENDATION
Staff recommends the Council approve the January 2024 minutes. If the City Council concurs with staff’s recommendation, an appropriate motion would be:
“I move to approve the minutes of the regular meeting of January 10, 2024, the adjourned regular meeting of January 26, 2024, and the special meeting of January 26, 2024.”

ATTACHMENTS

1. Minutes of January 10, 2024 - Regular Meeting

2. Minutes of January 26, 2024 - Adjourned Regular Meeting

3. Minutes of January 26, 2024 - Special Meeting

Page 497 of 506 ends

MINUTES

REGULAR MEETING

OF THE SAN MARINO CITY COUNCIL
WEDNESDAY, JANUARY 10, 2024 AT 6:00 PM

CITY HALL COUNCIL CHAMBERS

CALL TO ORDER
Mayor Huang called the regular meeting to order at 6:00 p.m. in the City Hall Council Chambers, located at 2200 Huntington Drive, San Marino, California 91108.

PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Mayor Huang.

ROLL CALL: PRESENT: Council Member Lo, Council Member Chou, Council Member Talt, Vice Mayor Shepherd Romey, Mayor
Huang
ABSENT: None

PUBLIC COMMENTS
The following person(s) provided comment:
- Judy White, Michael Ackerman, Zillah Tobiano and Su Viswanathan

MOTION TO WAIVE FURTHER READINGS
Vice Mayor Shepherd Romey moved, seconded by Council Member Talt, to waive the reading of the entire text of the ordinances or resolutions.

Motion passed by the following vote:

AYES: Council Member Lo, Council Member Chou, Council Member Talt, Vice Mayor Shepherd Romey, Mayor Huang
NOES: None
ABSTAIN: None
ABSENT: None

NEW BUSINESS

1. FIND THE LIFT STATION IMPROVEMENT PROJECT EXEMPT FROM

REVIEW UNDER THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
(CEQA) PURSUANT TO SECTION 15301(B) OF TITLE 14, CHAPTER 3 OF THE CALIFORNIA CODE OF REGULATIONS (CLASS 1, EXISTING

FACILITIES EXEMPTION), APPROVAL OF THE PLANS AND

Page 498 of 506 ends

CITY COUNCIL MINUTES REGULAR MEETING
WEDNESDAY, JANUARY 10, 2024 PAGE 2 OF 4

SPECIFICATIONS AVAILABLE AT THE OFFICE OF THE CITY CLERK AND

AT THE DAIS, AWARD OF A CONSTRUCTION AGREEMENT TO CWS
SYSTEMS, INC. FOR THE LIFT STATION IMPROVEMENT PROJECT NO. 21- 8022, IN THE TOTAL AMOUNT (BASE BID PLUS ALTERNATE BIDS A1 & A2) OF $2,276,000, AND REJECT ALL OTHER BIDS; AWARD OF A

PROFESSIONAL SERVICES AGREEMENT FOR CONSTRUCTION

MANAGEMENT AND INSPECTION SERVICES TO Z&K CONSULTANTS IN THE AMOUNT OF $230,000; APPROVAL OF AMENDMENT NO. 3 TO THE

PROFESSIONAL SERVICE AGREEMENT WITH DUDEK FOR
CONSTRUCTION SUPPORT IN THE AMOUNT OF $45,500;

AUTHORIZATION FOR PARKS AND PUBLIC WORKS DIRECTOR/CITY

ENGINEER TO APPROVE CONTINGENCIES IN AN AMOUNT NOT TO
EXCEED $250,600; AND APPROPRIATION OF AN ADDITIONAL
$1,571,181 TO ACCOUNT #394-44-4600-8022 FROM THE CIP FUND

BALANCE RESERVES
Council discussed lowering the contingencies to an amount not to exceed $100,000.

Council Member Talt moved, seconded by Council Member Chou to 1) find the Lift Station Improvement Project exempt from review under the California Environmental Quality Act (CEQA) pursuant to Section 15301(b) of Title 14, Chapter 3 of the California Code of Regulations (Class 1, Existing Facilities exemption), 2) approved the Plans and Specifications available at the office of the City Clerk and at the dais, 3) awarded a Construction Agreement to CWS Systems, Inc., for the Lift Station Improvement Project No. 21-8022 in the amount of $2,276,000, and reject all other bids, 4) awarded a Professional Services Agreement for construction management and inspection services to Z&K Consultants in the amount of $230,000, 5) approved Amendment No. 3 to the Professional Services Agreement with Dudek in the amount of $45,500, and 6) authorized the Parks and Public Works Director/City Engineer to approve contract change orders and other contingencies in an amount not to exceed $100,000, and 7) appropriate an additional $1,420,581 to account #394-44-4600-8022 (Lift Station Improvements) from the CIP fund balance reserves.

Motion passed by the following vote:

AYES: Council Member Lo, Council Member Chou, Council Member Talt, Vice Mayor Shepherd Romey, Mayor Huang
NOES: None
ABSTAIN: None
ABSENT: None

CONSENT CALENDAR
The following person(s) provided comment:
- None
Council Member Talt moved, seconded by Council Member Lo, to approve

Page 499 of 506 ends

CITY COUNCIL MINUTES REGULAR MEETING
WEDNESDAY, JANUARY 10, 2024 PAGE 3 OF 4
Items 2 through 8 of the consent calendar.

Motion passed by the following vote:

AYES: Council Member Chou, Council Member Lo, Council
Member Talt, Vice Mayor Shepherd Romey, Mayor Huang
NOES: None
ABSTAIN: None
ABSENT: None

2. APPROVAL OF PROFESSIONAL SERVICES AGREEMENT WITH ROGERS,

ANDERSON, MALODY & SCOTT, LLP AND APPOINTING TERRY SHEA

INTERIM FINANCE DIRECTOR
The City Council approved the Professional Services Agreement with Rogers, Anderson, Malody & Scott, LLP and concurred with the appointment of Terry Shea as Interim Finance Director.

3. APPROVAL OF PURCHASE OF ONE POLICE VEHICLE FROM NATIONAL AUTO FLEET IN THE AMOUNT OF $64,810.58
The City Council approved the purchase of a Police Department vehicle from National Auto Fleet in the amount of $64,810.58.

4. APPROVE AMENDMENT NO. 1 TO EXTEND AGREEMENT FOR LANCE, SOLL & LUNGHARD, LLP, TO PERFORM PROFESSIONAL AUDITING SERVICES FOR THE FISCAL YEARS ENDING JUNE 30, 2024 AND 2025
The City Council approved Amendment No. 1 to the Agreement with Lance Soll & Lunghard to extend the term through December 31, 2025, for the FYE June 30, 2024, and FYE June 30, 2025, Audit Services and authorized the City Manager to approve and execute the amendment and any other documents necessary to effectuate the contract.

5. CASH AND INVESTMENT REPORT FOR THE MONTH OF NOVEMBER 2023 The City Council received and filed the Cash and Investment Report for the Month of November 2023.

6. RECEIVE AND FILE MONTHLY DISBURSEMENTS REPORT FOR DECEMBER 2023
The City Council received and filed the Monthly Disbursement Report for the Month of December 2023.

Page 500 of 506 ends

CITY COUNCIL MINUTES REGULAR MEETING
WEDNESDAY, JANUARY 10, 2024 PAGE 4 OF 4

7. APPROVAL OF MINUTES
The City Council approved the minutes of the special meeting of December 13, 2023, and the regular meeting of December 13, 2023.

8. RATIFICATION OF THE FY 2022-23 CALIFORNIA STATE LIBRARY REPORT
The City Council ratified the FY 2022-23 California State Library Report.

WRITTEN COMMUNICATIONS OR PUBLIC WRITINGS DISTRIBUTION
The following person(s) provided written communications or public writings:
- None

PUBLIC COMMENTS
The following person(s) provided comment:
- None

FUTURE AGENDA ITEMS

ADJOURNMENT
At 7:21 p.m., Mayor Huang adjourned the meeting to Friday, January 26 at 8:30 a.m. at the Barth Room in Crowell Public Library.

ALISON WALKER

CITY CLERK

Page 501 of 506 ends

MINUTES

ADJOURNED REGULAR MEETING

OF THE SAN MARINO CITY COUNCIL
FRIDAY, JANUARY 26, 2024 AT 8:30 AM

CITY HALL COUNCIL CHAMBERS

CALL TO ORDER
Mayor Huang called the regular meeting to order at 8:30 a.m. in the Barth Room, located at 1890 Huntington Drive, San Marino, California 91108.

PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Mayor Huang.

ROLL CALL: PRESENT: Mayor Huang, Vice Mayor Shepherd Romey, Council Member Chou, Council Member Lo, Council Member
Talt
ABSENT: None

PUBLIC COMMENTS
The following person(s) provided comment:
-None

NEW BUSINESS

1. FY 2024-25 BUDGET PROCESS OVERVIEW AND PRIORITY INITIATIVES

DISCUSSION
The City Council discussed priority initiatives presented by staff and gave direction.

The following person(s) provided comment:
-None

CONSENT
The following person(s) provided comment:
- None
Council Member Talt moved, seconded by Vice Mayor Shepherd Romey, to approve the consent calendar.

Motion passed by the following vote:

AYES: Council Member Chou, Council Member Lo, Council Member Talt, Vice Mayor Shepherd Romey, and Mayor Huang
NOES: None

Page 502 of 506 ends

CITY COUNCIL MINUTES REGULAR MEETING
FRIDAY, JANUARY 26, 2024 PAGE 2 OF 3
ABSTAIN: None
ABSENT: None

2. AWARD OF A MAINTENANCE SERVICES AGREEMENT TO G2
CONSTRUCTION, INC. FOR THE PURCHASE AND INSTALLATION OF

CATCH BASIN TRASH AND DEBRIS CAPTURE DEVICES IN THE AMOUNT OF $100,000
The City Council approved the procurement and installation of trash and debris capture devices from G2 Construction, Inc. in the amount of $100,000.

3. APPROVAL OF PURCHASE OF SKID-STEER LOADER FOR PARKS AND

PUBLIC WORKS DEPARTMENT FROM BOBCAT AND APPROPRIATION OF $55,742.47 FROM THE CAPITAL EQUIPMENT FUND RESERVES FOR THE

PURCHASE
The City Council approved the purchase of one skid-steer loader from Bobcat in the amount of $55,742.47, and authorized the appropriation of $55,742.47 from the CIP reserves into Account # 591-48-4613-0000 (Capitalized Equipment).

4. APPROVAL OF CITY COUNCIL DELEGATE AND ALTERNATE LIST FOR 2024

AND DIRECT THE CITY CLERK TO UPDATE THE AGENCY REPORT OF PUBLIC OFFICIAL APPOINTMENTS FORM 806
The City Council approved the Council List of Delegates and Alternates to agency boards, commissions, and City activities for 2024, and directed the City Clerk to update the Agency Report of Public Official Appointments Form 806 based on the appointments made, delegated the City Manager as signatory on said form, and directed the City Clerk to place the updated Form 806 on the City’s website.

WRITTEN COMMUNICATIONS OR PUBLIC WRITINGS DISTRIBUTION
The following person(s) provided written communications or public writings:
- None

PUBLIC COMMENTS
The following person(s) provided comment:
- None

FUTURE AGENDA ITEMS
The following item(s) were requested:
- None

ADJOURNMENT

Page 503 of 506 ends

CITY COUNCIL MINUTES REGULAR MEETING
FRIDAY, JANUARY 26, 2024 PAGE 3 OF 3
At 10:46 a.m., Mayor Huang adjourned the meeting in memory of Sylvia Wikle and Bert McKee.

ALISON WALKER

CITY CLERK

Page 504 of 506 ends

MINUTES

SPECIAL MEETING

OF THE SAN MARINO CITY COUNCIL
FRIDAY, JANUARY 26, 2024 AT 9:00 AM

CITY HALL COUNCIL CHAMBERS

CALL TO ORDER
Mayor Huang called the special meeting to order at 10:57 a.m. in the Thornton Conference Room at Crowell Public Library, located at 1890 Huntington Drive, San Marino, California 91108.

ROLL CALL: PRESENT: Mayor Huang, Vice Mayor Shepherd Romey, Council Member Chou, Council Member Lo, Council Member
Talt
ABSENT: None

PUBLIC COMMENTS
The following person(s) provided comment:
- None

CLOSED SESSION
The City Attorney requested to add one additional anticipated litigation item based upon circumstances that arose after the posting of the agenda under 54956.9(d)(2).

Vice Mayor Shepherd Romey moved, seconded by Council Member Talt, to add the additional anticipated litigation item for discussion.

Motion passed by the following vote:

AYES: Council Member Chou, Council Member Lo, Council Member Talt, Vice Mayor Shepherd Romey, Mayor Huang
NOES: None
ABSTAIN: None
ABSENT: None
At 10:59 a.m., the Council recessed to closed session to discuss the following items:

1. CONFERENCE WITH LEGAL COUNSEL – ANTICIPATED LITIGATION GOVERNMENT CODE 54956.9 (D)(2)
The City Council met with respect to two (2) matters of significant exposure to litigation against the City.

Council added one additional anticipated litigation item based upon circumstances

Page 505 of 506 ends

CITY COUNCIL MINUTES
FRIDAY, JANUARY 26, 2024

REGULAR MEETING
PAGE 2 OF 2
that arose subsequent to the posting of the agenda under 54956.9(d)(2).

Vice Mayor Shepherd Romey moved, seconded by Council Member Talt, to add the additional anticipated litigation item for discussion.

Motion passed by the following vote:

AYES: Council Member Chou, Council Member Lo, Council Member Talt, Vice Mayor Shepherd Romey, Mayor Huang
NOES: None
ABSTAIN: None
ABSENT: None

2. CONFERENCE WITH LABOR NEGOTIATORS
GOVERNMENT CODE SECTION 54957.6
City Negotiator(s):

Human Resources Director Guerrero
City Manager Eskandar
Employee Organization(s):

San Marino Police Officers’ Association
San Marino Firefighters’ Association
San Marino City Employees’ Association
Unrepresented Employees

3. CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION
GOVERNMENT CODE 54956.9 (D)(1)
The City Council is meeting with respect to one (1) matter(s) of existing litigation against the City.

Case name:

Case name: Muhlrad v. City of San Marino
US District Court Central District of California Case No.:
2:21-cv-05491-JAK-JPR

CLOSED SESSION REPORT
The City Council met on Items 1 through 3 and there was no reportable action.

ADJOURNMENT
Mayor Huang adjourned the special meeting at 12:28 p.m.

ALISON WALKER

CITY CLERK

Page 506 of 506 ends

San Marino City CouncilFebruary 14, 2024

San Marino City Council
February 14, 2024