Cities Index.
Agenda packet

Glendora City Council
August 26, 2025

Document
Agenda packet
Meeting
August 26, 2025
Body
Glendora City Council
Pages
57
Original file
72.2 MB
Text extracted from the city's file for reading and search. Open the original on firebasestorage.googleapis.com. That file is the official record.

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor
Frt 0.960 0.997 0.997
Flt Protected 0.966 0.999
Satd. Flow (prot) 0000 1727 0 0 3525 0 0 3529 0
Flt Permitted 0.966 0.945 0.953
Satd. Flow (perm) 0000 1727 0 0 3335 0 0 3363 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 27 5 5
Link Speed (mph) 30 30 30 30
Link Distance (ft) 204 776 1474 546
Travel Time (s) 4.6 17.6 33.5 12.4
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
3: S LORAINE AVE & E STEFFEN ST
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 0 0 0 16 0 7 8 383 8 3 498 11
Future Volume (vph) 0 0 0 16 0 7 8 383 8 3 498 11
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 0 19 0 8 10 461 10 4 600 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 0 0 27 0 0 481 0 0 617 0
Intersection Summary
Timings WOODLAND RESIDENTIAL PROJECT
3: S LORAINE AVE & E STEFFEN ST
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 0 8 383 3 498
Future Volume (vph) 0 8 383 3 498
Turn Type NA Perm NA Perm NA
Protected Phases 8 2 6
Permitted Phases 2 6
Detector Phase 82266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 23.0 37.0 37.0 37.0 37.0
Total Split (%) 38.3% 61.7% 61.7% 61.7% 61.7%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None Max Max Max Max
Act Effct Green (s) 6.0 51.6 51.6
Actuated g/C Ratio 0.11 0.95 0.95
v/c Ratio 0.13 0.15 0.19
Control Delay 12.4 0.9 0.9
Queue Delay 0.0 0.0 0.0
Total Delay 12.4 0.9 0.9

LOS B A A
Approach Delay 12.4 0.9 0.9
Approach LOS B A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 54.4
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.19
Intersection Signal Delay: 1.2 Intersection LOS: A
Intersection Capacity Utilization 28.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: S LORAINE AVE & E STEFFEN ST
Phasings WOODLAND RESIDENTIAL PROJECT
3: S LORAINE AVE & E STEFFEN ST
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group WBT NBL NBT SBL SBT
Protected Phases 8 2 6
Permitted Phases 2 6
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 23.0 37.0 37.0 37.0 37.0
Total Split (%) 38.3% 61.7% 61.7% 61.7% 61.7%
Maximum Green (s) 18.5 32.5 32.5 32.5 32.5
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 00000
90th %ile Green (s) 7.3 47.5 47.5 47.5 47.5
90th %ile Term Code Gap Dwell Dwell Dwell Dwell
70th %ile Green (s) 0.0 47.5 47.5 47.5 47.5
70th %ile Term Code Skip Dwell Dwell Dwell Dwell
50th %ile Green (s) 0.0 47.5 47.5 47.5 47.5
50th %ile Term Code Skip Dwell Dwell Dwell Dwell
30th %ile Green (s) 0.0 47.5 47.5 47.5 47.5
30th %ile Term Code Skip Dwell Dwell Dwell Dwell
10th %ile Green (s) 0.0 47.5 47.5 47.5 47.5
10th %ile Term Code Skip Dwell Dwell Dwell Dwell
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 54.4
Control Type: Actuated-Uncoordinated
90th %ile Actuated Cycle: 63.8
70th %ile Actuated Cycle: 52
50th %ile Actuated Cycle: 52
30th %ile Actuated Cycle: 52
10th %ile Actuated Cycle: 52
HCM 6th Signalized Intersection Summary WOODLAND RESIDENTIAL PROJECT 3: S LORAINE AVE & E STEFFEN ST
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 16 0 7 8 383 8 3 498 11
Future Volume (veh/h) 0 0 0 16 0 7 8 383 8 3 498 11
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 19 0 8 10 461 10 4 600 13
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, % 222222222
Cap, veh/h 39 0 16 102 2607 56 88 2635 57
Arrive On Green 0.03 0.00 0.03 0.76 0.76 0.76 0.76 0.76 0.76 Sat Flow, veh/h 1209 0 509 20 3439 74 4 3477 75
Grp Volume(v), veh/h 27 0 0 252 0 229 324 0 293
Grp Sat Flow(s),veh/h/ln 1718 0 0 1844 0 1689 1867 0 1689 Q Serve(g_s), s 0.7 0.0 0.0 0.0 0.0 1.6 0.0 0.0 2.2
Cycle Q Clear(g_c), s 0.7 0.0 0.0 1.6 0.0 1.6 2.2 0.0 2.2 Prop In Lane 0.70 0.30 0.04 0.04 0.01 0.04
Lane Grp Cap(c), veh/h 55 0 0 1485 0 1280 1500 0 1280
V/C Ratio(X) 0.49 0.00 0.00 0.17 0.00 0.18 0.22 0.00 0.23 Avail Cap(c_a), veh/h 741 0 0 1485 0 1280 1500 0 1280
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.4 0.0 0.0 1.5 0.0 1.5 1.5 0.0 1.5 Incr Delay (d2), s/veh 6.6 0.0 0.0 0.2 0.0 0.3 0.3 0.0 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 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.0 0.0 0.0 1.7 0.0 1.8 1.8 0.0 1.9 LnGrp LOS C AAAAAAAA
Approach Vol, veh/h 27 481 617
Approach Delay, s/veh 27.0 1.7 1.9
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 37.0 37.0 5.9
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 32.5 32.5 18.5
Max Q Clear Time (g_c+I1), s 3.6 4.2 2.7
Green Ext Time (p_c), s 3.1 4.1 0.1
Intersection Summary
HCM 6th Ctrl Delay 2.4
HCM 6th LOS A
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1700 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 100 0 150 0
Storage Lanes 1 0 1 1
Taper Length (ft) 25 25
Lane Util. Factor 1.00 0.95 0.95 0.95 0.97 1.00
Ped Bike Factor
Frt 0.969 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1676 3539 3429 0 3072 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 1676 3539 3429 0 3072 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 56 176
Link Speed (mph) 30 30 30
Link Distance (ft) 1469 3035 1474
Travel Time (s) 33.4 69.0 33.5
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT WBT WBR SBL SBR
Traffic Volume (vph) 153 684 834 220 356 160
Future Volume (vph) 153 684 834 220 356 160
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 168 752 916 242 391 176
Shared Lane Traffic (%)
Lane Group Flow (vph) 168 752 1158 0 391 176
Intersection Summary
Timings WOODLAND RESIDENTIAL PROJECT
4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT WBT SBL SBR
Lane Configurations
Traffic Volume (vph) 153 684 834 356 160
Future Volume (vph) 153 684 834 356 160
Turn Type Prot NA NA Prot Perm
Protected Phases 7486
Permitted Phases 6
Detector Phase 74866
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 22.5 22.5 22.5
Total Split (s) 13.0 40.0 27.0 25.0 25.0
Total Split (%) 20.0% 61.5% 41.5% 38.5% 38.5%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None Max Max
Act Effct Green (s) 8.4 35.4 22.5 20.5 20.5
Actuated g/C Ratio 0.13 0.55 0.35 0.32 0.32
v/c Ratio 0.77 0.39 0.95 0.40 0.30
Control Delay 53.7 9.3 37.1 19.0 4.6
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 53.7 9.3 37.1 19.0 4.6

LOS D A D B A
Approach Delay 17.4 37.1 14.5
Approach LOS B D B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 64.9
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.95
Intersection Signal Delay: 25.4 Intersection LOS: C
Intersection Capacity Utilization 61.6% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 4: ROUTE 66 & S LORAINE AVE
Phasings WOODLAND RESIDENTIAL PROJECT
4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT WBT SBL SBR
Protected Phases 7486
Permitted Phases 6
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 22.5 22.5 22.5
Total Split (s) 13.0 40.0 27.0 25.0 25.0
Total Split (%) 20.0% 61.5% 41.5% 38.5% 38.5%
Maximum Green (s) 8.5 35.5 22.5 20.5 20.5
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None None Max Max
Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0000
90th %ile Green (s) 8.5 35.5 22.5 20.5 20.5
90th %ile Term Code Max Hold Max MaxR MaxR
70th %ile Green (s) 8.5 35.5 22.5 20.5 20.5
70th %ile Term Code Max Hold Max MaxR MaxR
50th %ile Green (s) 8.5 35.5 22.5 20.5 20.5
50th %ile Term Code Max Hold Max MaxR MaxR
30th %ile Green (s) 8.5 35.5 22.5 20.5 20.5
30th %ile Term Code Max Hold Max MaxR MaxR
10th %ile Green (s) 8.0 35.0 22.5 20.5 20.5
10th %ile Term Code Gap Hold Max MaxR MaxR
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 64.9
Control Type: Actuated-Uncoordinated
90th %ile Actuated Cycle: 65
70th %ile Actuated Cycle: 65
50th %ile Actuated Cycle: 65
30th %ile Actuated Cycle: 65
10th %ile Actuated Cycle: 64.5
HCM 6th Signalized Intersection Summary WOODLAND RESIDENTIAL PROJECT 4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 153 684 834 220 356 160
Future Volume (veh/h) 153 684 834 220 356 160
Initial Q (Qb), veh 000000
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 1772 1870 1870 1870 1673 1772
Adj Flow Rate, veh/h 168 752 916 242 391 176
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 222222
Cap, veh/h 206 1925 973 257 985 478
Arrive On Green 0.12 0.54 0.35 0.35 0.32 0.32
Sat Flow, veh/h 1688 3647 2875 734 3092 1502
Grp Volume(v), veh/h 168 752 585 573 391 176
Grp Sat Flow(s),veh/h/ln 1688 1777 1777 1738 1546 1502
Q Serve(g_s), s 6.2 7.9 20.5 20.6 6.3 5.8
Cycle Q Clear(g_c), s 6.2 7.9 20.5 20.6 6.3 5.8
Prop In Lane 1.00 0.42 1.00 1.00
Lane Grp Cap(c), veh/h 206 1925 621 608 985 478
V/C Ratio(X) 0.82 0.39 0.94 0.94 0.40 0.37
Avail Cap(c_a), veh/h 223 1961 621 608 985 478
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 27.5 8.6 20.3 20.3 17.1 16.9
Incr Delay (d2), s/veh 19.3 0.1 22.6 23.4 1.2 2.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.5 2.6 11.5 11.4 2.2 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.9 8.7 42.9 43.7 18.3 19.1
LnGrp LOS D A D D B B
Approach Vol, veh/h 920 1158 567
Approach Delay, s/veh 15.7 43.3 18.5
Approach LOS B D B
Timer - Assigned Phs 4 6 7 8
Phs Duration (G+Y+Rc), s 39.3 25.0 12.3 27.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 35.5 20.5 8.5 22.5
Max Q Clear Time (g_c+I1), s 9.9 8.3 8.2 22.6
Green Ext Time (p_c), s 5.7 1.7 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 28.4
HCM 6th LOS C
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
5: ALLEY & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.865
Flt Protected 0.950
Satd. Flow (prot) 0 1863 0 0 1863 0 0 1770 0 0 1611 0
Flt Permitted 0.950
Satd. Flow (perm) 0 1863 0 0 1863 0 0 1770 0 0 1611 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 202 934 438 161
Travel Time (s) 4.6 21.2 10.0 3.7
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
5: ALLEY & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 0 688 1 2 729 0100001
Future Volume (vph) 0 688 1 2 729 0100001
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 894 1 3 947 0100001
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 895 0 0 950 0010010
Intersection Summary
HCM 6th TWSC WOODLAND RESIDENTIAL PROJECT
5: ALLEY & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 688 1 2 729 0100001
Future Vol, veh/h 0 688 1 2 729 0100001
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 - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 894 1 3 947 0100001
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 947 0 0 895 0 0 1849 1848 895 1848 1848 947 Stage 1 - - - - - - 895 895 - 953 953 -
Stage 2 - - - - - - 954 953 - 895 895 -
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 725 - - 758 - - 57 75 339 57 75 317
Stage 1 - - - - - - 335 359 - 311 338 -
Stage 2 - - - - - - 311 338 - 335 359 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 725 - - 758 - - 56 74 339 57 74 317
Mov Cap-2 Maneuver - - - - - - 56 74 - 57 74 -
Stage 1 - - - - - - 335 359 - 311 335 -
Stage 2 - - - - - - 307 335 - 335 359 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 70.8 16.4

HCM LOS F C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 56 725 - - 758 - - 317
HCM Lane V/C Ratio 0.023 - - - 0.003 - - 0.004
HCM Control Delay (s) 70.8 0 - - 9.8 0 - 16.4
HCM Lane LOS F A - - A A - C
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
6: S TREANOR AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.865 0.865
Flt Protected 0.999
Satd. Flow (prot) 0 1861 0 0 1861 0 0 1611 0 0 1611 0
Flt Permitted 0.999
Satd. Flow (perm) 0 1861 0 0 1861 0 0 1611 0 0 1611 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 934 403 732 248
Travel Time (s) 21.2 9.2 16.6 5.6
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
6: S TREANOR AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 0 691 3 8 702 1 0 0 13 0 0 1
Future Volume (vph) 0 691 3 8 702 1 0 0 13 0 0 1
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 909 4 11 924 1 0 0 17 0 0 1
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 913 0 0 936 0 0 17 0010
Intersection Summary
HCM 6th TWSC WOODLAND RESIDENTIAL PROJECT
6: S TREANOR AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 691 3 8 702 1 0 0 13 0 0 1
Future Vol, veh/h 0 691 3 8 702 1 0 0 13 0 0 1
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 - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 76 76 76 76 76 76 76 76 76 76 76 76
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 909 4 11 924 1 0 0 17 0 0 1
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 925 0 0 913 0 0 1858 1858 911 1867 1860 925 Stage 1 - - - - - - 911 911 - 947 947 -
Stage 2 - - - - - - 947 947 - 920 913 -
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 739 - - 746 - - 56 73 332 55 73 326
Stage 1 - - - - - - 328 353 - 314 340 -
Stage 2 - - - - - - 314 340 - 325 352 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 739 - - 746 - - 54 71 332 51 71 326
Mov Cap-2 Maneuver - - - - - - 54 71 - 51 71 -
Stage 1 - - - - - - 328 353 - 314 330 -
Stage 2 - - - - - - 303 330 - 308 352 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.1 16.4 16.1

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 332 739 - - 746 - - 326
HCM Lane V/C Ratio 0.052 - - - 0.014 - - 0.004
HCM Control Delay (s) 16.4 0 - - 9.9 0 - 16.1
HCM Lane LOS C A - - A A - C
HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
7: SAN JOSE DR & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 90 0 115 115 200 200 100 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.998 0.996 0.929 0.942
Flt Protected 0.999 0.981 0.972
Satd. Flow (prot) 0 1859 0 0 1853 0 0 1698 0 0 1706 0
Flt Permitted 0.999 0.981 0.972
Satd. Flow (perm) 0 1859 0 0 1853 0 0 1698 0 0 1706 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 403 1048 1180 511
Travel Time (s) 9.2 23.8 26.8 11.6
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
7: SAN JOSE DR & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 6 695 9 9 699 19 12 2 16 26 0 20
Future Volume (vph) 6 695 9 9 699 19 12 2 16 26 0 20
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 8 880 11 11 885 24 15 3 20 33 0 25
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 899 0 0 920 0 0 38 0 0 58 0
Intersection Summary
HCM 6th TWSC WOODLAND RESIDENTIAL PROJECT
7: SAN JOSE DR & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Intersection
Int Delay, s/veh 4.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 695 9 9 699 19 12 2 16 26 0 20
Future Vol, veh/h 6 695 9 9 699 19 12 2 16 26 0 20
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 - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79
Heavy Vehicles, % 2 22222222222
Mvmt Flow 8 880 11 11 885 24 15 3 20 33 0 25
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 909 0 0 891 0 0 1834 1833 886 1832 1826 897 Stage 1 - - - - - - 902 902 - 919 919 -
Stage 2 - - - - - - 932 931 - 913 907 -
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 749 - - 761 - - 59 76 343 59 77 339
Stage 1 - - - - - - 332 356 - 325 350 -
Stage 2 - - - - - - 320 346 - 328 355 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 749 - - 761 - - 53 72 343 52 73 339
Mov Cap-2 Maneuver - - - - - - 53 72 - 52 73 -
Stage 1 - - - - - - 325 349 - 318 340 -
Stage 2 - - - - - - 288 336 - 300 348 -
Approach EB WB NB SB
HCM Control Delay, s 0.1 0.1 61.5 118.9

HCM LOS F F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 100 749 - - 761 - - 82
HCM Lane V/C Ratio 0.38 0.01 - - 0.015 - - 0.71
HCM Control Delay (s) 61.5 9.9 0 - 9.8 0 - 118.9
HCM Lane LOS F A A - A A - F
HCM 95th %tile Q(veh) 1.5 0 - - 0 - - 3.4
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1900 1800 1800 1900 1800 1800 1900 1800 1800 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 100 100 100 100 200 200 100 0
Storage Lanes 1 1 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.977
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1676 1863 1500 1676 1863 1500 1676 1863 1500 1676 1820 0 Flt Permitted 0.165 0.160 0.426 0.677
Satd. Flow (perm) 291 1863 1500 282 1863 1500 752 1863 1500 1195 1820 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 210 218 143 11
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1048 1602 1658 950
Travel Time (s) 23.8 36.4 37.7 21.6
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 20 430 264 38 449 285 230 96 114 289 190 34 Future Volume (vph) 20 430 264 38 449 285 230 96 114 289 190 34 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 25 531 326 47 554 352 284 119 141 357 235 42 Shared Lane Traffic (%)
Lane Group Flow (vph) 25 531 326 47 554 352 284 119 141 357 277 0 Intersection Summary
Timings WOODLAND RESIDENTIAL PROJECT
8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 20 430 264 38 449 285 230 96 114 289 190 Future Volume (vph) 20 430 264 38 449 285 230 96 114 289 190 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 4 8 8 2 2 6
Detector Phase 74438852216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s) 9.5 32.0 32.0 9.5 32.0 32.0 14.0 24.5 24.5 14.0 24.5 Total Split (%) 11.9% 40.0% 40.0% 11.9% 40.0% 40.0% 17.5% 30.6% 30.6% 17.5% 30.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Act Effct Green (s) 28.0 25.2 25.2 28.8 27.0 27.0 29.7 20.2 20.2 30.0 20.4 Actuated g/C Ratio 0.38 0.34 0.34 0.39 0.36 0.36 0.40 0.27 0.27 0.41 0.28 v/c Ratio 0.12 0.84 0.50 0.23 0.82 0.51 0.68 0.23 0.27 0.65 0.54 Control Delay 13.3 36.8 10.5 15.0 33.7 10.4 25.8 24.7 6.2 23.9 28.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.3 36.8 10.5 15.0 33.7 10.4 25.8 24.7 6.2 23.9 28.5

LOS B D B B C B C C A C C
Approach Delay 26.4 24.2 20.5 25.9
Approach LOS CCCC
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 74
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 24.5 Intersection LOS: C
Intersection Capacity Utilization 68.3% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 8: S VALLEY CENTER AVE & E FOOTHILL BLVD Phasings WOODLAND RESIDENTIAL PROJECT
8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 4 8 8 2 2 6
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s) 9.5 32.0 32.0 9.5 32.0 32.0 14.0 24.5 24.5 14.0 24.5 Total Split (%) 11.9% 40.0% 40.0% 11.9% 40.0% 40.0% 17.5% 30.6% 30.6% 17.5% 30.6% Maximum Green (s) 5.0 27.5 27.5 5.0 27.5 27.5 9.5 20.0 20.0 9.5 20.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None None None None None None None Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
90th %ile Green (s) 5.0 27.5 27.5 5.0 27.5 27.5 9.5 20.0 20.0 9.5 20.0 90th %ile Term Code Max Max Max Max Max Max Max MaxR MaxR Max MaxR 70th %ile Green (s) 5.0 27.5 27.5 5.0 27.5 27.5 9.5 20.0 20.0 9.5 20.0 70th %ile Term Code Max Max Max Max Max Max Max MaxR MaxR Max MaxR 50th %ile Green (s) 0.0 27.5 27.5 5.0 37.0 37.0 9.5 20.0 20.0 9.5 20.0 50th %ile Term Code Skip Max Max Max Hold Hold Max MaxR MaxR Max MaxR 30th %ile Green (s) 0.0 25.0 25.0 0.0 25.0 25.0 9.5 20.0 20.0 9.5 20.0 30th %ile Term Code Skip Hold Hold Skip Gap Gap Max MaxR MaxR Max MaxR 10th %ile Green (s) 0.0 19.0 19.0 0.0 19.0 19.0 8.9 20.0 20.0 9.5 20.6 10th %ile Term Code Skip Hold Hold Skip Gap Gap Gap MaxR MaxR Max Hold Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 74
Control Type: Actuated-Uncoordinated
90th %ile Actuated Cycle: 80
70th %ile Actuated Cycle: 80
50th %ile Actuated Cycle: 80
30th %ile Actuated Cycle: 68
10th %ile Actuated Cycle: 62
HCM 6th Signalized Intersection Summary WOODLAND RESIDENTIAL PROJECT 8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 430 264 38 449 285 230 96 114 289 190 34 Future Volume (veh/h) 20 430 264 38 449 285 230 96 114 289 190 34 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 1772 1870 1772 1772 1870 1772 1772 1870 1772 1772 1870 1870 Adj Flow Rate, veh/h 25 531 326 47 554 352 284 119 141 357 235 42 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 Percent Heavy Veh, % 222222222222
Cap, veh/h 177 607 487 201 634 509 451 499 401 540 412 74 Arrive On Green 0.03 0.32 0.32 0.04 0.34 0.34 0.13 0.27 0.27 0.13 0.27 0.27 Sat Flow, veh/h 1688 1870 1502 1688 1870 1502 1688 1870 1502 1688 1545 276 Grp Volume(v), veh/h 25 531 326 47 554 352 284 119 141 357 0 277 Grp Sat Flow(s),veh/h/ln 1688 1870 1502 1688 1870 1502 1688 1870 1502 1688 0 1821 Q Serve(g_s), s 0.7 20.1 14.0 1.4 20.8 15.2 9.2 3.7 5.7 9.5 0.0 9.9 Cycle Q Clear(g_c), s 0.7 20.1 14.0 1.4 20.8 15.2 9.2 3.7 5.7 9.5 0.0 9.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.15
Lane Grp Cap(c), veh/h 177 607 487 201 634 509 451 499 401 540 0 486 V/C Ratio(X) 0.14 0.88 0.67 0.23 0.87 0.69 0.63 0.24 0.35 0.66 0.00 0.57 Avail Cap(c_a), veh/h 244 686 551 243 686 551 451 499 401 540 0 486 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 18.7 23.9 21.8 18.4 23.3 21.4 17.5 21.5 22.2 18.5 0.0 23.7 Incr Delay (d2), s/veh 0.4 11.2 2.6 0.6 11.4 3.4 2.8 1.1 2.4 3.0 0.0 4.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 10.2 5.0 0.5 10.6 5.5 3.7 1.7 2.2 4.8 0.0 4.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.1 35.1 24.5 19.0 34.7 24.7 20.2 22.6 24.6 21.5 0.0 28.5 LnGrp LOS B D C B CCCCCCAC
Approach Vol, veh/h 882 953 544 634
Approach Delay, s/veh 30.7 30.2 21.9 24.6
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.0 24.5 7.6 28.8 14.0 24.5 6.5 29.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 20.0 5.0 27.5 9.5 20.0 5.0 27.5 Max Q Clear Time (g_c+I1), s 11.5 7.7 3.4 22.1 11.2 11.9 2.7 22.8 Green Ext Time (p_c), s 0.0 0.8 0.0 2.2 0.0 1.0 0.0 2.1 Intersection Summary
HCM 6th Ctrl Delay 27.7
HCM 6th LOS C
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
9: WOODLAND LANE & SAN JOSE DR
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.990 0.887
Flt Protected 0.956 0.978
Satd. Flow (prot) 1763 0 0 1822 1652 0
Flt Permitted 0.956 0.978
Satd. Flow (perm) 1763 0 0 1822 1652 0
Link Speed (mph) 30 30 30
Link Distance (ft) 392 178 1180
Travel Time (s) 8.9 4.0 26.8
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
9: WOODLAND LANE & SAN JOSE DR
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 12 14529
Future Volume (vph) 12 14529
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 13 1 4 5 2 10
Shared Lane Traffic (%)
Lane Group Flow (vph) 14 0 0 9 12 0
Intersection Summary
HCM 6th TWSC WOODLAND RESIDENTIAL PROJECT
9: WOODLAND LANE & SAN JOSE DR
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

AM PEAK HOUR
Intersection
Int Delay, s/veh 4.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 14529
Future Vol, veh/h 12 14529
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 13 1 4 5 2 10
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 20 7 12 0 - 0
Stage 1 7 -----
Stage 2 13 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 997 1075 1607 - - -
Stage 1 1016 -----
Stage 2 1010 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 995 1075 1607 - - -
Mov Cap-2 Maneuver 995 -----
Stage 1 1014 -----
Stage 2 1010 -----
Approach EB NB SB
HCM Control Delay, s 8.6 3.2 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1607 - 1001 - -
HCM Lane V/C Ratio 0.003 - 0.014 - -
HCM Control Delay (s) 7.2 0 8.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
1: S LORAINE AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1900 1800 1800 1900 1800 1800 1900 1900 1800 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 60 60 60 60 60 0 60 0
Storage Lanes 1 1 1 1 1 0 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.967 0.987
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1676 1863 1500 1676 1863 1500 1676 3422 0 1676 3493 0 Flt Permitted 0.950 0.950 0.585 0.607
Satd. Flow (perm) 1676 1863 1500 1676 1863 1500 1032 3422 0 1071 3493 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 109 109 51 17
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1565 202 630 735
Travel Time (s) 35.6 4.6 14.3 16.7
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
1: S LORAINE AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 41 452 99 44 372 101 49 166 46 123 225 21 Future Volume (vph) 41 452 99 44 372 101 49 166 46 123 225 21 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 45 497 109 48 409 111 54 182 51 135 247 23 Shared Lane Traffic (%)
Lane Group Flow (vph) 45 497 109 48 409 111 54 233 0 135 270 0 Intersection Summary
Timings WOODLAND RESIDENTIAL PROJECT
1: S LORAINE AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 41 452 99 44 372 101 49 166 123 225 Future Volume (vph) 41 452 99 44 372 101 49 166 123 225 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA
Protected Phases 7 4 3 8 2 6
Permitted Phases 4 8 2 6
Detector Phase 7443882266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 27.0 27.0 10.0 27.5 27.5 23.0 23.0 23.0 23.0 Total Split (%) 15.8% 45.0% 45.0% 16.7% 45.8% 45.8% 38.3% 38.3% 38.3% 38.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None Max Max Max Max Act Effct Green (s) 5.2 18.1 18.1 5.7 20.1 20.1 19.2 19.2 19.2 19.2 Actuated g/C Ratio 0.10 0.35 0.35 0.11 0.39 0.39 0.37 0.37 0.37 0.37 v/c Ratio 0.27 0.76 0.18 0.26 0.57 0.17 0.14 0.18 0.34 0.21 Control Delay 29.8 24.6 4.1 28.9 16.5 4.0 16.0 11.5 18.6 13.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 29.8 24.6 4.1 28.9 16.5 4.0 16.0 11.5 18.6 13.5

LOS C C A C B A B B B B
Approach Delay 21.5 15.1 12.3 15.2
Approach LOS C B B B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 51.9
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay: 16.9 Intersection LOS: B
Intersection Capacity Utilization 56.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 1: S LORAINE AVE & E FOOTHILL BLVD
Phasings WOODLAND RESIDENTIAL PROJECT
1: S LORAINE AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT
Protected Phases 7 4 3 8 2 6
Permitted Phases 4 8 2 6
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 27.0 27.0 10.0 27.5 27.5 23.0 23.0 23.0 23.0 Total Split (%) 15.8% 45.0% 45.0% 16.7% 45.8% 45.8% 38.3% 38.3% 38.3% 38.3% Maximum Green (s) 5.0 22.5 22.5 5.5 23.0 23.0 18.5 18.5 18.5 18.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None None None None None None Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 000000
90th %ile Green (s) 5.0 22.5 22.5 5.5 23.0 23.0 18.5 18.5 18.5 18.5 90th %ile Term Code Max Max Max Max Max Max MaxR MaxR MaxR MaxR 70th %ile Green (s) 5.0 22.5 22.5 5.5 23.0 23.0 18.5 18.5 18.5 18.5 70th %ile Term Code Max Max Max Max Hold Hold MaxR MaxR MaxR MaxR 50th %ile Green (s) 0.0 21.2 21.2 5.5 31.2 31.2 18.5 18.5 18.5 18.5 50th %ile Term Code Skip Gap Gap Max Hold Hold MaxR MaxR MaxR MaxR 30th %ile Green (s) 0.0 15.0 15.0 0.0 15.0 15.0 18.5 18.5 18.5 18.5 30th %ile Term Code Skip Gap Gap Skip Hold Hold MaxR MaxR MaxR MaxR 10th %ile Green (s) 0.0 10.9 10.9 0.0 10.9 10.9 18.5 18.5 18.5 18.5 10th %ile Term Code Skip Gap Gap Skip Hold Hold MaxR MaxR MaxR MaxR Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 51.9
Control Type: Actuated-Uncoordinated
90th %ile Actuated Cycle: 60
70th %ile Actuated Cycle: 60
50th %ile Actuated Cycle: 58.7
30th %ile Actuated Cycle: 42.5
10th %ile Actuated Cycle: 38.4
HCM 6th Signalized Intersection Summary WOODLAND RESIDENTIAL PROJECT 1: S LORAINE AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 452 99 44 372 101 49 166 46 123 225 21 Future Volume (veh/h) 41 452 99 44 372 101 49 166 46 123 225 21 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 1772 1870 1772 1772 1870 1772 1772 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 45 497 109 48 409 111 54 182 51 135 247 23 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 Percent Heavy Veh, % 222222222222
Cap, veh/h 78 611 490 82 615 494 465 997 272 483 1189 110 Arrive On Green 0.05 0.33 0.33 0.05 0.33 0.33 0.36 0.36 0.36 0.36 0.36 0.36 Sat Flow, veh/h 1688 1870 1502 1688 1870 1502 1051 2759 752 1087 3289 304 Grp Volume(v), veh/h 45 497 109 48 409 111 54 115 118 135 133 137 Grp Sat Flow(s),veh/h/ln 1688 1870 1502 1688 1870 1502 1051 1777 1735 1087 1777 1816 Q Serve(g_s), s 1.3 12.5 2.7 1.4 9.6 2.7 1.9 2.3 2.4 5.0 2.6 2.7 Cycle Q Clear(g_c), s 1.3 12.5 2.7 1.4 9.6 2.7 4.6 2.3 2.4 7.3 2.6 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.43 1.00 0.17
Lane Grp Cap(c), veh/h 78 611 490 82 615 494 465 642 627 483 642 656 V/C Ratio(X) 0.58 0.81 0.22 0.59 0.67 0.22 0.12 0.18 0.19 0.28 0.21 0.21 Avail Cap(c_a), veh/h 165 822 660 181 840 675 465 642 627 483 642 656 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 23.9 15.8 12.5 23.9 14.8 12.5 12.9 11.2 11.2 13.7 11.3 11.3 Incr Delay (d2), s/veh 6.6 4.6 0.2 6.6 1.2 0.2 0.5 0.6 0.7 1.4 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/ln 0.6 5.3 0.8 0.7 3.7 0.8 0.5 0.9 0.9 1.3 1.0 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.5 20.4 12.7 30.5 16.0 12.7 13.4 11.8 11.9 15.2 12.0 12.0 LnGrp LOS C C B C BBBBBBBB
Approach Vol, veh/h 651 568 287 405
Approach Delay, s/veh 19.9 16.6 12.1 13.1
Approach LOS BBBB
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 23.0 7.0 21.2 23.0 6.9 21.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.5 5.5 22.5 18.5 5.0 23.0 Max Q Clear Time (g_c+I1), s 6.6 3.4 14.5 9.3 3.3 11.6
Green Ext Time (p_c), s 1.2 0.0 2.2 1.4 0.0 2.2
Intersection Summary
HCM 6th Ctrl Delay 16.3
HCM 6th LOS B
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
2: S LORAINE AVE & E CARROLL AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95
Ped Bike Factor
Frt 0.929 0.987
Flt Protected 0.977 0.998
Satd. Flow (prot) 1691 0 3493 0 0 3532
Flt Permitted 0.977 0.998
Satd. Flow (perm) 1691 0 3493 0 0 3532
Link Speed (mph) 30 30 30
Link Distance (ft) 867 546 630
Travel Time (s) 19.7 12.4 14.3
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
2: S LORAINE AVE & E CARROLL AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group WBL WBR NBT NBR SBL SBT
Traffic Volume (vph) 8 9 250 24 14 352
Future Volume (vph) 8 9 250 24 14 352
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 9 10 287 28 16 405
Shared Lane Traffic (%)
Lane Group Flow (vph) 19 0 315 0 0 421
Intersection Summary
HCM 6th TWSC WOODLAND RESIDENTIAL PROJECT
2: S LORAINE AVE & E CARROLL AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 8 9 250 24 14 352
Future Vol, veh/h 8 9 250 24 14 352
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 2 22222
Mvmt Flow 9 10 287 28 16 405
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 536 158 0 0 315 0
Stage 1 301 -----
Stage 2 235 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 475 859 - - 1242 -
Stage 1 725 -----
Stage 2 782 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 467 859 - - 1242 -
Mov Cap-2 Maneuver 467 -----
Stage 1 725 -----
Stage 2 769 -----
Approach WB NB SB
HCM Control Delay, s 11 0 0.4

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 616 1242 -
HCM Lane V/C Ratio - - 0.032 0.013 -
HCM Control Delay (s) - - 11 7.9 0.1
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.1 0 -
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
3: S LORAINE AVE & E STEFFEN ST
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor
Frt 0.969 0.992 0.998
Flt Protected 0.963 0.999 0.999
Satd. Flow (prot) 0000 1738 0 0 3507 0 0 3529 0
Flt Permitted 0.963 0.952 0.951
Satd. Flow (perm) 0000 1738 0 0 3342 0 0 3359 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 27 15 3
Link Speed (mph) 30 30 30 30
Link Distance (ft) 204 776 1474 546
Travel Time (s) 4.6 17.6 33.5 12.4
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
3: S LORAINE AVE & E STEFFEN ST
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 0 0 0 17 0 5 3 275 16 5 346 4
Future Volume (vph) 0 0 0 17 0 5 3 275 16 5 346 4
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 0 20 0 6 4 324 19 6 407 5
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 0 0 26 0 0 347 0 0 418 0
Intersection Summary
Timings WOODLAND RESIDENTIAL PROJECT
3: S LORAINE AVE & E STEFFEN ST
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 0 3 275 5 346
Future Volume (vph) 0 3 275 5 346
Turn Type NA Perm NA Perm NA
Protected Phases 8 2 6
Permitted Phases 2 6
Detector Phase 82266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 24.0 36.0 36.0 36.0 36.0
Total Split (%) 40.0% 60.0% 60.0% 60.0% 60.0%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None Max Max Max Max
Act Effct Green (s) 5.9 50.5 50.5
Actuated g/C Ratio 0.11 0.95 0.95
v/c Ratio 0.12 0.11 0.13
Control Delay 11.9 0.8 0.8
Queue Delay 0.0 0.0 0.0
Total Delay 11.9 0.8 0.8

LOS B A A
Approach Delay 11.9 0.8 0.8
Approach LOS B A A
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 53.3
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.13
Intersection Signal Delay: 1.2 Intersection LOS: A
Intersection Capacity Utilization 24.9% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 3: S LORAINE AVE & E STEFFEN ST
Phasings WOODLAND RESIDENTIAL PROJECT
3: S LORAINE AVE & E STEFFEN ST
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group WBT NBL NBT SBL SBT
Protected Phases 8 2 6
Permitted Phases 2 6
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 24.0 36.0 36.0 36.0 36.0
Total Split (%) 40.0% 60.0% 60.0% 60.0% 60.0%
Maximum Green (s) 19.5 31.5 31.5 31.5 31.5
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lead/Lag
Lead-Lag Optimize?
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None Max Max Max Max
Walk Time (s) 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 00000
90th %ile Green (s) 7.2 46.5 46.5 46.5 46.5
90th %ile Term Code Gap Dwell Dwell Dwell Dwell
70th %ile Green (s) 0.0 46.5 46.5 46.5 46.5
70th %ile Term Code Skip Dwell Dwell Dwell Dwell
50th %ile Green (s) 0.0 46.5 46.5 46.5 46.5
50th %ile Term Code Skip Dwell Dwell Dwell Dwell
30th %ile Green (s) 0.0 46.5 46.5 46.5 46.5
30th %ile Term Code Skip Dwell Dwell Dwell Dwell
10th %ile Green (s) 0.0 46.5 46.5 46.5 46.5
10th %ile Term Code Skip Dwell Dwell Dwell Dwell
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 53.3
Control Type: Actuated-Uncoordinated
90th %ile Actuated Cycle: 62.7
70th %ile Actuated Cycle: 51
50th %ile Actuated Cycle: 51
30th %ile Actuated Cycle: 51
10th %ile Actuated Cycle: 51
HCM 6th Signalized Intersection Summary WOODLAND RESIDENTIAL PROJECT 3: S LORAINE AVE & E STEFFEN ST
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 17 0 5 3 275 16 5 346 4
Future Volume (veh/h) 0 0 0 17 0 5 3 275 16 5 346 4
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 20 0 6 4 324 19 6 407 5
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222
Cap, veh/h 42 0 12 93 2511 145 96 2640 32
Arrive On Green 0.03 0.00 0.03 0.75 0.75 0.75 0.75 0.75 0.75 Sat Flow, veh/h 1332 0 400 7 3332 193 10 3504 43
Grp Volume(v), veh/h 26 0 0 183 0 164 219 0 199
Grp Sat Flow(s),veh/h/ln 1732 0 0 1864 0 1667 1862 0 1694 Q Serve(g_s), s 0.6 0.0 0.0 0.0 0.0 1.1 0.0 0.0 1.4
Cycle Q Clear(g_c), s 0.6 0.0 0.0 1.1 0.0 1.1 1.4 0.0 1.4 Prop In Lane 0.77 0.23 0.02 0.12 0.03 0.03
Lane Grp Cap(c), veh/h 54 0 0 1493 0 1256 1492 0 1277
V/C Ratio(X) 0.48 0.00 0.00 0.12 0.00 0.13 0.15 0.00 0.16 Avail Cap(c_a), veh/h 808 0 0 1493 0 1256 1492 0 1277
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.9 0.0 0.0 1.4 0.0 1.4 1.4 0.0 1.4 Incr Delay (d2), s/veh 6.5 0.0 0.0 0.2 0.0 0.2 0.2 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 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.4 0.0 0.0 1.6 0.0 1.6 1.6 0.0 1.7 LnGrp LOS C AAAAAAAA
Approach Vol, veh/h 26 347 418
Approach Delay, s/veh 26.4 1.6 1.7
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 36.0 36.0 5.8
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 31.5 31.5 19.5
Max Q Clear Time (g_c+I1), s 3.1 3.4 2.6
Green Ext Time (p_c), s 2.1 2.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 2.5
HCM 6th LOS A
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Ideal Flow (vphpl) 1800 1900 1900 1900 1700 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 100 0 150 0
Storage Lanes 1 0 1 1
Taper Length (ft) 25 25
Lane Util. Factor 1.00 0.95 0.95 0.95 0.97 1.00
Ped Bike Factor
Frt 0.966 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1676 3539 3419 0 3072 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 1676 3539 3419 0 3072 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 65 118
Link Speed (mph) 30 30 30
Link Distance (ft) 1469 3035 1474
Travel Time (s) 33.4 69.0 33.5
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT WBT WBR SBL SBR
Traffic Volume (vph) 146 957 633 186 277 111
Future Volume (vph) 146 957 633 186 277 111
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 155 1018 673 198 295 118
Shared Lane Traffic (%)
Lane Group Flow (vph) 155 1018 871 0 295 118
Intersection Summary
Timings WOODLAND RESIDENTIAL PROJECT
4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT WBT SBL SBR
Lane Configurations
Traffic Volume (vph) 146 957 633 277 111
Future Volume (vph) 146 957 633 277 111
Turn Type Prot NA NA Prot Perm
Protected Phases 7486
Permitted Phases 6
Detector Phase 74866
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 22.5 22.5 22.5
Total Split (s) 14.0 36.5 22.5 23.5 23.5
Total Split (%) 23.3% 60.8% 37.5% 39.2% 39.2%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None None None Max Max
Act Effct Green (s) 8.7 28.0 17.5 19.3 19.3
Actuated g/C Ratio 0.15 0.50 0.31 0.34 0.34
v/c Ratio 0.60 0.58 0.79 0.28 0.20
Control Delay 34.6 11.2 23.9 15.9 4.7
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 34.6 11.2 23.9 15.9 4.7

LOS C B C B A
Approach Delay 14.3 23.9 12.7
Approach LOS B C B
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 56.5
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 17.5 Intersection LOS: B
Intersection Capacity Utilization 52.1% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 4: ROUTE 66 & S LORAINE AVE
Phasings WOODLAND RESIDENTIAL PROJECT
4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT WBT SBL SBR
Protected Phases 7486
Permitted Phases 6
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 22.5 22.5 22.5
Total Split (s) 14.0 36.5 22.5 23.5 23.5
Total Split (%) 23.3% 60.8% 37.5% 39.2% 39.2%
Maximum Green (s) 9.5 32.0 18.0 19.0 19.0
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None None Max Max
Walk Time (s) 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0000
90th %ile Green (s) 9.5 32.0 18.0 19.0 19.0
90th %ile Term Code Max Max Max MaxR MaxR
70th %ile Green (s) 9.5 32.0 18.0 19.0 19.0
70th %ile Term Code Max Hold Max MaxR MaxR
50th %ile Green (s) 9.5 32.0 18.0 19.0 19.0
50th %ile Term Code Max Hold Max MaxR MaxR
30th %ile Green (s) 9.1 31.6 18.0 19.0 19.0
30th %ile Term Code Gap Hold Max MaxR MaxR
10th %ile Green (s) 0.0 15.0 15.0 19.0 19.0
10th %ile Term Code Skip Gap Hold MaxR MaxR
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 56.5
Control Type: Actuated-Uncoordinated
90th %ile Actuated Cycle: 60
70th %ile Actuated Cycle: 60
50th %ile Actuated Cycle: 60
30th %ile Actuated Cycle: 59.6
10th %ile Actuated Cycle: 43
HCM 6th Signalized Intersection Summary WOODLAND RESIDENTIAL PROJECT 4: ROUTE 66 & S LORAINE AVE
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 146 957 633 186 277 111
Future Volume (veh/h) 146 957 633 186 277 111
Initial Q (Qb), veh 000000
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 1772 1870 1870 1870 1673 1772
Adj Flow Rate, veh/h 155 1018 673 198 295 118
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 222222
Cap, veh/h 195 1758 807 237 1060 515
Arrive On Green 0.12 0.49 0.30 0.30 0.34 0.34
Sat Flow, veh/h 1688 3647 2801 796 3092 1502
Grp Volume(v), veh/h 155 1018 442 429 295 118
Grp Sat Flow(s),veh/h/ln 1688 1777 1777 1727 1546 1502
Q Serve(g_s), s 5.0 11.2 12.9 12.9 3.8 3.1
Cycle Q Clear(g_c), s 5.0 11.2 12.9 12.9 3.8 3.1
Prop In Lane 1.00 0.46 1.00 1.00
Lane Grp Cap(c), veh/h 195 1758 529 514 1060 515
V/C Ratio(X) 0.80 0.58 0.83 0.83 0.28 0.23
Avail Cap(c_a), veh/h 289 2053 577 561 1060 515
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 23.9 9.9 18.2 18.2 13.2 13.0
Incr Delay (d2), s/veh 8.9 0.3 9.6 9.9 0.7 1.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.3 3.6 6.1 5.9 1.3 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.8 10.2 27.7 28.0 13.9 14.0
LnGrp LOS C B C C B B
Approach Vol, veh/h 1173 871 413
Approach Delay, s/veh 13.2 27.9 13.9
Approach LOS B C B
Timer - Assigned Phs 4 6 7 8
Phs Duration (G+Y+Rc), s 31.9 23.5 10.9 21.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 32.0 19.0 9.5 18.0
Max Q Clear Time (g_c+I1), s 13.2 5.8 7.0 14.9
Green Ext Time (p_c), s 7.2 1.2 0.1 1.6
Intersection Summary
HCM 6th Ctrl Delay 18.5
HCM 6th LOS B
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
5: ALLEY & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot) 0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm) 0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 202 934 438 161
Travel Time (s) 4.6 21.2 10.0 3.7
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
5: ALLEY & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 0 610 0 0 539 0000000
Future Volume (vph) 0 610 0 0 539 0000000
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 735 0 0 649 0000000
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 735 0 0 649 0000000
Intersection Summary
HCM 6th TWSC WOODLAND RESIDENTIAL PROJECT
5: ALLEY & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 610 0 0 539 0000000
Future Vol, veh/h 0 610 0 0 539 0000000
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 - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 735 0 0 649 0000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 649 0 0 735 0 0 1384 1384 735 1384 1384 649 Stage 1 - - - - - - 735 735 - 649 649 -
Stage 2 - - - - - - 649 649 - 735 735 -
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 937 - - 870 - - 121 143 420 121 143 470 Stage 1 - - - - - - 411 425 - 458 466 -
Stage 2 - - - - - - 458 466 - 411 425 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 937 - - 870 - - 121 143 420 121 143 470 Mov Cap-2 Maneuver - - - - - - 121 143 - 121 143 -
Stage 1 - - - - - - 411 425 - 458 466 -
Stage 2 - - - - - - 458 466 - 411 425 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 937 - - 870 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
6: S TREANOR AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.999 0.996 0.887
Flt Protected 0.992
Satd. Flow (prot) 0 1861 0 0 1855 0 0 1639 0 0 1863 0
Flt Permitted 0.992
Satd. Flow (perm) 0 1861 0 0 1855 0 0 1639 0 0 1863 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 934 403 732 248
Travel Time (s) 21.2 9.2 16.6 5.6
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
6: S TREANOR AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 1 600 4 1 535 16 209000
Future Volume (vph) 1 600 4 1 535 16 209000
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 1 690 5 1 615 18 2 0 10 0 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 696 0 0 634 0 0 12 0000
Intersection Summary
HCM 6th TWSC WOODLAND RESIDENTIAL PROJECT
6: S TREANOR AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 600 4 1 535 16 209000
Future Vol, veh/h 1 600 4 1 535 16 209000
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 - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 690 5 1 615 18 2 0 10 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 633 0 0 695 0 0 1321 1330 693 1326 1323 624 Stage 1 - - - - - - 695 695 - 626 626 -
Stage 2 - - - - - - 626 635 - 700 697 -
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 950 - - 901 - - 134 155 443 133 156 485 Stage 1 - - - - - - 433 444 - 472 477 -
Stage 2 - - - - - - 472 472 - 430 443 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 950 - - 901 - - 134 154 443 130 155 485 Mov Cap-2 Maneuver - - - - - - 134 154 - 130 155 -
Stage 1 - - - - - - 432 443 - 471 476 -
Stage 2 - - - - - - 471 471 - 419 442 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 17 0

HCM LOS C A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 312 950 - - 901 - - -
HCM Lane V/C Ratio 0.041 0.001 - - 0.001 - - -
HCM Control Delay (s) 17 8.8 0 - 9 0 - 0
HCM Lane LOS C A A - A A - A
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - -
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
7: SAN JOSE DR & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 90 0 115 115 200 200 100 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.996 0.990 0.929 0.970
Flt Protected 0.999 0.999 0.979 0.964
Satd. Flow (prot) 0 1853 0 0 1842 0 0 1694 0 0 1742 0
Flt Permitted 0.999 0.999 0.979 0.964
Satd. Flow (perm) 0 1853 0 0 1842 0 0 1694 0 0 1742 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 403 1048 1180 511
Travel Time (s) 9.2 23.8 26.8 11.6
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
7: SAN JOSE DR & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 12 579 20 14 542 44 8 1 10 38 2 11 Future Volume (vph) 12 579 20 14 542 44 8 1 10 38 2 11
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 14 666 23 16 623 51 9 1 11 44 2 13
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 703 0 0 690 0 0 21 0 0 59 0
Intersection Summary
HCM 6th TWSC WOODLAND RESIDENTIAL PROJECT
7: SAN JOSE DR & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 579 20 14 542 44 8 1 10 38 2 11
Future Vol, veh/h 12 579 20 14 542 44 8 1 10 38 2 11
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 - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 2 22222222222
Mvmt Flow 14 666 23 16 623 51 9 1 11 44 2 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 674 0 0 689 0 0 1394 1412 678 1393 1398 649 Stage 1 - - - - - - 706 706 - 681 681 -
Stage 2 - - - - - - 688 706 - 712 717 -
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 917 - - 905 - - 119 138 452 119 141 470 Stage 1 - - - - - - 427 439 - 440 450 -
Stage 2 - - - - - - 436 439 - 423 434 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 917 - - 905 - - 110 131 452 111 134 470 Mov Cap-2 Maneuver - - - - - - 110 131 - 111 134 -
Stage 1 - - - - - - 416 428 - 429 437 -
Stage 2 - - - - - - 410 426 - 401 423 -
Approach EB WB NB SB
HCM Control Delay, s 0.2 0.2 27 51.3

HCM LOS D F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 185 917 - - 905 - - 134
HCM Lane V/C Ratio 0.118 0.015 - - 0.018 - - 0.437
HCM Control Delay (s) 27 9 0 - 9.1 0 - 51.3
HCM Lane LOS D A A - A A - F
HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 1.9
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Ideal Flow (vphpl) 1800 1900 1800 1800 1900 1800 1800 1900 1800 1800 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 100 100 100 100 200 200 100 0
Storage Lanes 1 1 1 1 1 1 1 0
Taper Length (ft) 25 25 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.850 0.969
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1676 1863 1500 1676 1863 1500 1676 1863 1500 1676 1805 0 Flt Permitted 0.255 0.221 0.701 0.704
Satd. Flow (perm) 450 1863 1500 390 1863 1500 1237 1863 1500 1242 1805 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 176 214 176 18
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1048 1602 1658 950
Travel Time (s) 23.8 36.4 37.7 21.6
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Volume (vph) 15 448 140 20 396 219 200 75 29 222 63 16 Future Volume (vph) 15 448 140 20 396 219 200 75 29 222 63 16 Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 16 492 154 22 435 241 220 82 32 244 69 18 Shared Lane Traffic (%)
Lane Group Flow (vph) 16 492 154 22 435 241 220 82 32 244 87 0 Intersection Summary
Timings WOODLAND RESIDENTIAL PROJECT
8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 15 448 140 20 396 219 200 75 29 222 63 Future Volume (vph) 15 448 140 20 396 219 200 75 29 222 63 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 4 8 8 2 2 6
Detector Phase 74438852216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s) 9.5 23.0 23.0 9.5 23.0 23.0 9.6 22.9 22.9 9.6 22.9 Total Split (%) 14.6% 35.4% 35.4% 14.6% 35.4% 35.4% 14.8% 35.2% 35.2% 14.8% 35.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Act Effct Green (s) 19.0 18.1 18.1 19.0 18.1 18.1 23.6 18.5 18.5 23.6 18.5 Actuated g/C Ratio 0.33 0.32 0.32 0.33 0.32 0.32 0.41 0.33 0.33 0.41 0.33 v/c Ratio 0.06 0.83 0.26 0.09 0.73 0.39 0.40 0.14 0.05 0.44 0.15 Control Delay 12.2 34.0 3.8 12.6 27.8 6.0 12.8 15.7 0.2 13.5 13.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.2 34.0 3.8 12.6 27.8 6.0 12.8 15.7 0.2 13.5 13.3

LOS B C A B C A B B A B B
Approach Delay 26.4 19.8 12.3 13.5
Approach LOS C B B B
Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 56.9
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay: 19.7 Intersection LOS: B
Intersection Capacity Utilization 52.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 8: S VALLEY CENTER AVE & E FOOTHILL BLVD Phasings WOODLAND RESIDENTIAL PROJECT
8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 4 8 8 2 2 6
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s) 9.5 23.0 23.0 9.5 23.0 23.0 9.6 22.9 22.9 9.6 22.9 Total Split (%) 14.6% 35.4% 35.4% 14.6% 35.4% 35.4% 14.8% 35.2% 35.2% 14.8% 35.2% Maximum Green (s) 5.0 18.5 18.5 5.0 18.5 18.5 5.1 18.4 18.4 5.1 18.4 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None None None None None None None Max Max None Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0 0
90th %ile Green (s) 5.0 18.5 18.5 5.0 18.5 18.5 5.1 18.4 18.4 5.1 18.4 90th %ile Term Code Max Max Max Max Max Max Max MaxR MaxR Max MaxR 70th %ile Green (s) 0.0 18.5 18.5 0.0 18.5 18.5 5.1 18.4 18.4 5.1 18.4 70th %ile Term Code Skip Max Max Skip Max Max Max MaxR MaxR Max MaxR 50th %ile Green (s) 0.0 18.5 18.5 0.0 18.5 18.5 5.1 18.4 18.4 5.1 18.4 50th %ile Term Code Skip Max Max Skip Max Max Max MaxR MaxR Max MaxR 30th %ile Green (s) 0.0 18.5 18.5 0.0 18.5 18.5 5.1 18.4 18.4 5.1 18.4 30th %ile Term Code Skip Max Max Skip Hold Hold Max MaxR MaxR Max MaxR 10th %ile Green (s) 0.0 16.2 16.2 0.0 16.2 16.2 5.1 18.4 18.4 5.1 18.4 10th %ile Term Code Skip Gap Gap Skip Hold Hold Max MaxR MaxR Max MaxR Intersection Summary
Cycle Length: 65
Actuated Cycle Length: 56.9
Control Type: Actuated-Uncoordinated
90th %ile Actuated Cycle: 65
70th %ile Actuated Cycle: 55.5
50th %ile Actuated Cycle: 55.5
30th %ile Actuated Cycle: 55.5
10th %ile Actuated Cycle: 53.2
HCM 6th Signalized Intersection Summary WOODLAND RESIDENTIAL PROJECT 8: S VALLEY CENTER AVE & E FOOTHILL BLVD
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 448 140 20 396 219 200 75 29 222 63 16 Future Volume (veh/h) 15 448 140 20 396 219 200 75 29 222 63 16 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 1772 1870 1772 1772 1870 1772 1772 1870 1772 1772 1870 1870 Adj Flow Rate, veh/h 16 492 154 22 435 241 220 82 32 244 69 18 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 Percent Heavy Veh, % 222222222222
Cap, veh/h 214 548 440 191 559 449 591 565 454 587 432 113 Arrive On Green 0.02 0.29 0.29 0.03 0.30 0.30 0.08 0.30 0.30 0.08 0.30 0.30 Sat Flow, veh/h 1688 1870 1502 1688 1870 1502 1688 1870 1502 1688 1430 373 Grp Volume(v), veh/h 16 492 154 22 435 241 220 82 32 244 0 87 Grp Sat Flow(s),veh/h/ln 1688 1870 1502 1688 1870 1502 1688 1870 1502 1688 0 1803 Q Serve(g_s), s 0.4 15.4 4.9 0.5 12.9 8.2 5.1 1.9 0.9 5.1 0.0 2.2 Cycle Q Clear(g_c), s 0.4 15.4 4.9 0.5 12.9 8.2 5.1 1.9 0.9 5.1 0.0 2.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.21
Lane Grp Cap(c), veh/h 214 548 440 191 559 449 591 565 454 587 0 545 V/C Ratio(X) 0.07 0.90 0.35 0.12 0.78 0.54 0.37 0.15 0.07 0.42 0.00 0.16 Avail Cap(c_a), veh/h 319 568 456 287 568 456 591 565 454 587 0 545 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 15.9 20.7 17.0 16.3 19.5 17.8 13.4 15.5 15.1 13.8 0.0 15.6 Incr Delay (d2), s/veh 0.1 16.8 0.5 0.3 6.7 1.2 0.4 0.5 0.3 0.5 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 8.6 1.6 0.2 6.1 2.7 2.0 0.8 0.3 2.2 0.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.0 37.5 17.4 16.6 26.2 19.0 13.8 16.0 15.4 14.2 0.0 16.2 LnGrp LOS B D B B C BBBBBAB
Approach Vol, veh/h 662 698 334 331
Approach Delay, s/veh 32.3 23.4 14.5 14.8
Approach LOS C C B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.6 22.9 6.1 22.3 9.6 22.9 5.7 22.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 18.4 5.0 18.5 5.1 18.4 5.0 18.5 Max Q Clear Time (g_c+I1), s 7.1 3.9 2.5 17.4 7.1 4.2 2.4 14.9 Green Ext Time (p_c), s 0.0 0.4 0.0 0.5 0.0 0.3 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 23.4
HCM 6th LOS C
Lanes and Geometrics WOODLAND RESIDENTIAL PROJECT
9: WOODLAND LANE & SAN JOSE DR
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.958 0.899
Flt Protected 0.967 0.976
Satd. Flow (prot) 1726 0 0 1818 1675 0
Flt Permitted 0.967 0.976
Satd. Flow (perm) 1726 0 0 1818 1675 0
Link Speed (mph) 30 30 30
Link Distance (ft) 392 178 1180
Travel Time (s) 8.9 4.0 26.8
Intersection Summary
Area Type: Other
Volume WOODLAND RESIDENTIAL PROJECT
9: WOODLAND LANE & SAN JOSE DR
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Lane Group EBL EBR NBL NBT SBT SBR
Traffic Volume (vph) 8 4 3 3 5 14
Future Volume (vph) 8 4 3 3 5 14
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 000000
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 9 4 3 3 5 15
Shared Lane Traffic (%)
Lane Group Flow (vph) 13 0 0 6 20 0
Intersection Summary
HCM 6th TWSC WOODLAND RESIDENTIAL PROJECT
9: WOODLAND LANE & SAN JOSE DR
OPENING YEAR WITH PROJECT CONDITIONS Synchro 11 Report

PM PEAK HOUR
Intersection
Int Delay, s/veh 3.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 4 3 3 5 14
Future Vol, veh/h 8 4 3 3 5 14
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 9 4 3 3 5 15
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 22 13 20 0 - 0
Stage 1 13 -----
Stage 2 9 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 995 1067 1596 - - -
Stage 1 1010 -----
Stage 2 1014 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 993 1067 1596 - - -
Mov Cap-2 Maneuver 993 -----
Stage 1 1008 -----
Stage 2 1014 -----
Approach EB NB SB
HCM Control Delay, s 8.6 3.6 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1596 - 1016 - -
HCM Lane V/C Ratio 0.002 - 0.013 - -
HCM Control Delay (s) 7.3 0 8.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -
BUILDER/DEVELOPER: OLSON HOMES 3010 OLD RANCH PARKWAY SUITE 100 SEAL BEACH, CA 90740 714-552-5161 CONTACT: BRIAN GEIS OWNER: CITY OF GLENDORA 116 E FOOTHILL BLVD GLENDORA, CA 91741 626-914-8292 CONTACT: VALERIE VELASQUEZ UTILITIES: BJ PALMER & ASSOCIATES, INC. ONE RIDGEGATE DRIVE SUITE 105 TEMECULA, CA 92590 949-290-0775 CONTACT: BRUCE PALMER GEOTECHNICAL: ALTA CALIFORNIA GEOTECHNICAL 170 N MAPLE ST SUITE 108 CORONA, CA 92878 951-509-7090 CONTACT: SCOTT GRAY GLENDORA - WOODLAND & SAN JOSE GLENDORA, CALIFORNIA NTS A0.0 THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 ARCHITECT: KTGY GROUP, INC. 17911 VON KARMAN AVE. SUITE 200 IRVINE, CA 92614 949-221-6256 CONTACT: ALAN SCALES CIVIL: ADVANCED CIVIL GROUP 30251 GOLDEN LANTERN SUITE E, PMB 251 LAGUNA NIGUEL, CA 92677 949-735-6888 CONTACT: STEVE AUSTIN LANDSCAPE: STUDIO PAD, INC. 23282 MILL CREEK DRIVE SUITE 200 LAGUNA HILLS, CA 92653 949-770-8530 CONTACT: PETER DUARTE THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.06.5 A0.1 SHEET INDEX SHEET INDEX ARCHITECTURECOVER SHEET SHEET INDEX & DEVELOPMENT SUMMARY ARCHITECTURAL SITE PLAN ARCHITECTURAL SITE STUDY CONCEPTUAL STREET ELEVATION CONCEPTUAL STREET ELEVATION CONCEPTUAL PERSPECTIVE VIEW PLAN 1 - EXTERIOR ELEVATIONS B PLAN 1 - FLOOR/ROOF PLANS PLAN 2 - EXTERIOR ELEVATIONS A PLAN 2 - EXTERIOR ELEVATIONS B PLAN 2 - FLOOR PLANS PLAN 2 - ROOF PLANS PLAN 3 - EXTERIOR ELEVATIONS A PLAN 3 - EXTERIOR ELEVATIONS B PLAN 3 - FLOOR PLANS PLAN 3 - ROOF PLANS PLAN 3 ALT - EXTERIOR ELEVATIONS A PLAN 3 ALT - EXTERIOR ELEVATIONS B PLAN 3 ALT - FLOOR PLANS PLAN 3 ALT - ROOF PLANS COLOR AND MATERIALS BOARD A0.0 A0.1 A1.0 A1.1 A1.2 A1.3 A1.4 A2.0 A2.1 A3.0 A3.0.1 A3.1 A3.2 A4.0 A4.0.1 A4.1 A4.2 A5.0 A5.0.1 A5.1 A5.2 A6.0 LANDSCAPE SCHEMATIC LANDSCAPE PLAN SCHEMATIC POCKET PARK ENLARGEMENTS SCHEMATIC WALL AND FENCE PLAN SCHEMATIC PLANTING PLAN SCHEMATIC LIGHTING PLAN SCHEMATIC LANDSCAPE AREA PLAN L-1 L-2A-C L-3 L-4 L-5 L-6CIVIL PHOTOGRAPHIC SURVEY EXISTING CONDITIONS - SITE PLAN PARKING PLAN TENTATIVE TRACT MAP NO.84681 CONCEPT GRADING PLAN SECTIONS TREE INVENTORY C-1 C-2 C-3 C-4 C-5 C-6 C-7 LEGAL DESCRIPTION: Real property in the City of Glendora, County of Los Angeles, State of California, described as follows: PARCEL 1: (APN: 8655-021-900) THOSE PORTIONS OF LOTS 2 AND 5, OF TRACT NO. 1233, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 18 PAGE 120 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS A WHOLE AS FOLLOWS: BEGINNING AT A POINT IN THE NORTH LINE OF THE SOUTH 10.00 FEET OF SAID LOT 5 THAT IS DISTANT ALONG SAID NORTH LINE AND THE NORTH LINE OF THE SOUTH 10.00 FEET OF LOTS 3 AND 4 OF SAID TRACT NO. 1233, (AND THE EASTERLY PROLONGATION THEREOF), SOUTH 89º 43¹ WEST 767.00 FEET FROM THE CENTER LINE OF VALLEY CENTER AVENUE, AS SHOWN ON SAID MAP, SAID POINT OF BEGINNING BEING THE NORTHWEST CORNER OF THE LAND DESCRIBED IN DEED TO CHARLES MORRIS JOHNSON AND WIFE, RECORDED ON JUNE 14, 1945, AS INSTRUMENT NO. 875, IN BOOK 22108, PAGE 20 OF OFFICIAL RECORDS, IN THE OFFICE OF SAID RECORDER; THENCE ALONG THE WEST LINE OF THE LAND DESCRIBED IN SAID DEED SOUTH 0º 23¹ WEST 343.45 FEET TO THE SOUTH LINE OF SAID LOT 2; THENCE WESTERLY ALONG SAID SOUTH LINE 539.19 FEET, MORE OR LESS, TO THE SOUTHWEST CORNER OF SAID LOT 2; THENCE NORTHERLY ALONG THE WEST LINE OF SAID LOT 2 TO THE NORTHWEST CORNER OF SAID LOT; THENCE EASTERLY ALONG THE NORTH LINE OF SAID LOT 2 TO A POINT THEREON DISTANT EASTERLY 94.00 FEET FROM THE SOUTHWEST CORNER OF SAID LOT 5; THENCE, ALONG A STRAIGHT LINE WHICH PASSES THROUGH A POINT IN THE NORTH LINE OF SAID LOT 4 DISTANT EASTERLY 239.00 FEET FROM THE NORTHWEST CORNER OF SAID LOT 4, NORTHEASTERLY TO THE NORTH LINE OF THE SOUTH 10.00 FEET OF SAID LOT 5; THENCE EASTERLY ALONG THE LAST MENTIONED NORTH LINE TO THE POINT OF BEGINNING. EXCEPTING THAT PORTION OF LOT 2 DESCRIBED AS FOLLOWS: BOUNDED EASTERLY BY A LINE PARALLEL WITH AND 767 FEET WESTERLY FROM THE CENTER LINE OF VALLEY CENTER AVENUE 50 FEET WIDE AND BOUNDED WESTERLY BY THE SOUTH-EASTERLY LINE OF THE STRIP OF LAND 100 FEET WIDE DESCRIBED IN PARCEL 2 OF THE DEED TO LOS ANGELES COUNTY FLOOD CONTROL DISTRICT RECORDED IN BOOK 7358 PAGE 77 OF OFFICIAL RECORDS. PARCEL 2: (APN: 8655-007-901 AND 8655-007-902) THE SOUTH 113 FEET OF WEST 197.255 FEET OF LOT 6 OF TRACT NO. 1233, IN THE CITY OF GLENDORA, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 18 PAGE (S) 120 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PARCEL 3: (APN: 8655-007-900) THE SOUTH HALF OF THE EAST FIVE ACRES OF LOT 9 OF TRACT NO. 1233, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 18 PAGE 120 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPTING THE WESTERLY 16 FEET THEREOF FOR ROAD PURPOSES. APN: 8655-021-900 and 8655-007-901 and 8655-007-902 and 8655-021-900 PROJECT TEAM: APPLICANT: OLSON HOMES BRIAN GEIS 714.552.5161 ARCHITECT: KTGY GROUP, INC. ALAN SCALES 949.221.6256 CIVIL: ADVANCED CIVIL GROUP STEVEN AUSTIN 949.735.6888 LANDSCAPE: STUDIO PAD, INC. PETER DUARTE 949.770.8530 OWNER: CITY OF GLENDORA 116 E FOOTHILL BLVD, GLENDORA, CA 91741 VALERIE VELASQUEZ 626.914.8292 SITE INFORMATION: ADDRESS: 263 S. San Jose Dr. CITY: Glendora, CA APN(s): 8655-021-900, 8655-007-901, 8655-007-902, 8655-007-900 COUNTY: Los Angeles GENERAL PLAN: Low/ Medium Density Residential ZONING: R-1 Single Family Residential/ E-3 Estate Residential CONSTRUCTION TYPE: V-B OCCUPANCY TYPE: R3 FIRE SPRINKLER TYPE: NFPA 13D EXISTING LAND USE: Vacant Land PROPOSED LAND USE: Single Family Residential SITE SUMMARY: GROSS SITE AREA: 8655-007-900 2.50 ac 8655-007-901, 902 0.44 ac 8655-021-900, Parcel 1 1.88 ac 8655-021-900, Flood Ctrl 0.97 ac Total Gross Acres - ±5.79 ac Total Net Acres - ±4.82 ac GROSS SITE DENSITY: City General Plan 3.1-6 du/ac GROSS SITE DENSITY PROPOSED: ±7.1 du/ac (with density bonus) LOT COVERAGE: 22.5% FAR: 0.38 BUILDING & UNIT DATA: See Site Plan on Sheet A1.0 LOCATION MAP: ZONING: GENERAL PLAN: UTILITIES: BJ PALMER & ASSOCIATES, INC. BRUCE PALMER 949.290.0775 GEOTECHNICAL: ALTA CALIFORNIA GEOTECHNICAL SCOTT GRAY 951.509.7090 PROJECT SITE: 263 S. SAN JOSE DR., GLENDORA, CA 90741 PROJECT SITE: 263 S. SAN JOSE DR., GLENDORA, CA 90741 PROJECT SITE: 263 S. SAN JOSE DR., GLENDORA, CA 90741 N N N P1 P2 P1 P3 P1
P3 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

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OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE S
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

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P2 P2 P2 P2 P1 P3 ALT P3 P1 P3 ALT P3 P2 P3 ALT P3 ALT
P3 P3 P2 P2 P1
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P1 P2
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P2
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS P2

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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
P3
P2
P3
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P3

DW DW DW
DW DW
T
T
T
T
T up 17r
up
17r up
17r up 17r up 17r up 17r up 17r
up
17r up 17r up 17r up 17r up 17r up 17r up 17r
17r up up 17r
up
17r
up 17r up 17r up 17r up 17r
up
17r
up
17r
up
17r up
17r
up
17r up 17r
up
17r up 17r up 17r
up
17r up 17r up 17r
17r up 229.70' (PL)
299.79' (PL)
116.13' (PL) 74.54' (PL)

10.00' (PL) 113.42' (PL)

10.68' (PL) 249.76' (PL)
113.01' (PL)
218.60' (PL) 172.79' (PL) 328.52' (PL)
331.60' (PL) 328.52'
333.56' 5' Setback 5' Setback Trash/Recycle/Organics Bin Location, Typ.

SAN JOSE DRIVE

BIG DALTON WASH
CHANNEL EXISTING SINGLE FAMILY HOMES EXISTING SINGLE FAMILY HOMES WOODLAND LANE O.S. Open Space Open Space LOT "A" LOT "B" LOT "C" EXISTING SINGLE FAMILY HOMES SEWER EASEMENT 6' 11' 20' 7' 36' 7'
16' 5'
5' 4'
7'
4'
11' 10' 6'
30'
11' 11' 3'
29' 28' 7'
5' 10'
5'
7'
10'
11'
8'
5'
5' 5' 5' 8'
3' 4' 8' 7'
5'5' 5'3' 4' 8' 7' 10' 18' 9' 7'
6' 5'
5' 5'
5'
4'
10'
13' 5' 16' 5' 11' 13' 4'
5' 7'
4'
4'
4'
11' 6'
8' 10'
52'
36' 6'
22'
10'
56'
36' 10' 8'
8'
8'
8' 3' 4'
7'
6'
5' 5'
11' 6'
5'
8'
5'
9'
10'
8' 8' 20' 12'
5'
6'
5'
4'
5'5'
5'
4'
5'5' 5'5' 9' 5'7' 5'7' 5'5' 6'3' 4' 5' 5' 5' 6' 5'5' 5'5' 6' 8' 5' 7' 5'5' 5'5' 5' 5' 5' 5' 5'5' 5'5' 5'3' 4'3'
8' 12' 10' 7' 10' 4' 10' 8'
22'
5'
6'
6'
6'
8'
7'
6'
6'
15'
10'
13' 13' 8'
20'
10'
12'
10' 10' 59'
9'
9'
9'
8' 8'
10' 8' PRIVATE DRIVE & FIRE LANE

PRIVATE DRIVE
& FIRE LANE WOODLAND LANE CONCEPTUAL STREET ELEVATION

CONCEPTUAL STREET
ELEVATION 28 PL-2 (A-2) 32 PL-2 (A-3) 36 PL-2 (A-1) 38 PL-2 (A-3) 41 PL-2 (B-3) 31 PL-1 (B-2) 4 PL-1 (B-1) 39 PL-1 (B-1) 19 PL-3 Alt (B-3) 12 PL-3 Alt (A-1) 10 PL-3 Alt (B-2) 8 PL-3 Alt (A-3) 1 PL-3 Alt (A-1) 27 PL-3 (B-1) 30 PL-3 (A-1) 33 PL-3 (B-1) 35 PL-3 (B-3) 40 PL-3 (A-2) 5 PL-2 (B-1)
2 PL-2 (B-2) 16 PL-2 (A-3) 26 PL-3 Alt (A-2)
3 PL-1 (A-3)
6 PL-3 (A-3) 7 PL-2 (B-2) 11 PL-1 (A-3) 37 PL-3 (B-2) 14 PL-2 (A-2) 13 PL-3 (B-3) 22 PL-2 (A-3) 24 PL-2 (A-1) 23 PL-3 (B-2) 21 PL-1 (B-1) 25 PL-3 (B-3) 29 PL-1 (B-3) 34 PL-2 (A-2) 9 PL-2 (B-1) 20 PL-2 (A-2) 15 PL-3 (B-1)
9'
10'
8' 18 PL-2 (A-1)
4'
18' 22'
22' 17 PL-3 (B-2)
6'
5'
11'
9' 36' PUBLIC STREET & FIRE LANE

SAN JOSE DRIVE

PUBLIC STREET & FIRE LANE
15' 15' STORM DRAIN EASEMENT LOT "D" 5' Setback EXISTING SINGLE FAMILY HOMES 9' SHT. A1.4 up 17r up 17r up 17r 6'
5' 8' 5' 5'
5' 4' 5' 5'
5' 8' PL-1 PLAN TYPES PL-2 PL-3 PL-3 Alt
18'
18'
18'
18' 3' 4' 5' 5'
9'

7.5'

21.2'
8' 18.2' 5'

15.2' 14.3' 22.2'
15' 10' 19.3' 19.3'
8'14.3'
3'
3' SITE INFORMATION Address: 263 S. San Jose Dr. City: Glendora, CA APN(s): 8655-021-900, 8655-007-901, 8655-007-902, 8655-007-900 County: Los Angeles General Plan: Low/ Medium Density Residential Zoning: R-1 Single Family Residential/ E-3 Estate Residential Construction Type: V-B Occupancy Type: R3 Fire Sprinkler Type: NFPA 13D SITE SUMMARY Gross Site Area: 8655-007-900 2.50 ac 8655-007-901, 902 0.44 ac 8655-021-900, Parcel 1 1.88 ac 8655-021-900, Flood Ctrl 0.97 ac Total Gross Acres - ±5.79 ac Total Net Acres - ±4.82 ac UNIT SUMMARY # Plan Type Gross Area 7 DU - 1 3 bd/2 ba/1 Car Garage (Mod. Afford.) 985 sf 16 DU - 2 3 bd/2.5 ba/Bonus Rm/2 Car Garage 1,884 sf 12 DU - 3 4 bd/4.5 ba/Loft Opt/ Bd 5 Opt/ 2 Car Garage 2,188 sf 6 DU - 3 Alt 4 bd/4.5 ba/Loft Opt/ Bd 5 Opt/ 2 Car Garage 2,163 sf Total:41 DU Total Gross Area: 76,273 sf (Avg. 1,860 sf) Gross Site Density: ±7.1 du/ac Lot Coverage: 22.5% FAR: 0.38 THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 0 15 30 60 A1.0 ARCHITECTURAL SITE PLAN Scale: 1" = 20'-0"

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

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OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE S
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS SS SS SS
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

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SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD

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D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

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T
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T
T
T dn 17r dn 17r
dn
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dn
17r dn 17r
dn
17r dn 17r dn 17r dn 17r dn 17r dn 17r dn 17r
dn
17r dn
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dn 17r dn 17r dn 17r dn 17r
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dn 17r dn 17r dn 17r
dn 17r
dn
17r
dn 17r dn 17r
dn 17r dn 17r dn 17r
17r dn dn 17r SAN JOSE DRIVE

BIG DALTON WASH
CHANNEL EXISTING SINGLE FAMILY HOMES EXISTING SINGLE FAMILY HOMES O.S. Open Space Open Space LOT "A" LOT "B" LOT "C" EXISTING SINGLE FAMILY HOMES 11' 20' 7' 36' 7'
16' 5'
5' 4'
7'
4'
11' 10' 6'
30'
11' 11' 3'
29' 28' 7'
5' 10'
5'
7'
10'
11'
8'
5'
5' 5' 5' 8'
3' 4' 8' 7'
5'5' 5'3' 4' 8' 7' 10'
6' 5'
5' 5'
5'
4'
10'
13' 5' 16' 5' 11' 13' 4'
5'7'
4'
4'
4'
11' 6'
8' 10'
52'
36' 6'
22'
10'
56'
36' 10' 8'
8'
8'
8' 3' 4'
7'
6'
5' 5'
11' 6'
5'
8'
5'
9'
10'
8' 8' 20' 12'
5'
6'
5'
4'
5'5'
5'
4'
5'5' 5'5' 9' 5'7' 5'7' 5'5' 6'3' 4' 5' 5' 5' 6' 5'5' 5'5' 6' 8' 5' 7' 5'5' 5'5' 5' 5' 5' 5' 5'5' 5'5' 5'3' 4'3'
8' 12' 10' 7' 10' 4' 10' 8'
22'
5'
6'
6'
6'
8'
7'
6'
6'
15'
10'
13' 13' 8'
20'
10'
12'
10' 10' 59'
9'
9'
9'
8' 8'
10' 8' PRIVATE DRIVE & FIRE LANE

PRIVATE DRIVE
& FIRE LANE WOODLAND LANE CONCEPTUAL STREET ELEVATION

CONCEPTUAL STREET
ELEVATION 28 PL-2 (A-2) 32 PL-2 (A-3) 36 PL-2 (A-1) 38 PL-2 (A-3) 41 PL-2 (B-3) 31 PL-1 (B-2) 4 PL-1 (B-1) 39 PL-1 (B-1) 19 PL-3 Alt (B-3) 12 PL-3 Alt (A-1) 10 PL-3 Alt (B-2) 8 PL-3 Alt (A-3)
1 PL-3 Alt (A-1) 27 PL-3 (B-1) 30 PL-3 (A-1) 33 PL-3 (B-1) 35 PL-3 (B-3) 40 PL-3 (A-2) 5 PL-2 (B-1)
2 PL-2 (B-2) 16 PL-2 (A-3) 26 PL-3 Alt (A-2)
3 PL-1 (A-3)
6 PL-3 (A-3)
7 PL-2 (B-2) 11 PL-1 (A-3) 37 PL-3 (B-2) 14 PL-2 (A-2) 13 PL-3 (B-3) 22 PL-2 (A-3) 24 PL-2 (A-1) 23 PL-3 (B-2) 21 PL-1 (B-1) 25 PL-3 (B-3) 29 PL-1 (B-3) 34 PL-2 (A-2) 9 PL-2 (B-1) 20 PL-2 (A-2) 15 PL-3 (B-1)
9'
10'
8' 18 PL-2 (A-1)
4'
18' 22'
22' 17 PL-3 (B-2)
6'
5'
11'
9' 36' PUBLIC STREET & FIRE LANE

SAN JOSE DRIVE
PUBLIC STREET & FIRE LANE 15' LOT "D" EXISTING SINGLE FAMILY HOMES 6'18' 9' 7' 9' THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 0 12 1/2 25 50 A1.1 ARCHITECTURAL SITE STUDY SECOND FLOOR WINDOW ADJACENCY STUDY Scale: 1" = 25'-0" CONCEPTUAL STREET ELEVATION ALONG INTERNAL WOODLAND LANE (FACING SOUTH) P3 (A-1) P1 (B-2) P2 (A-3) P3 (B-1) P2 (A-2) THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 0 4 8 12 A1.2 STREET SCENE CONCEPTUAL STREET ELEVATION ALONG INTERNAL WOODLAND LANE (FACING EAST) P3 ALT (A-1) PRIVATE DRIVE P2 (B-2) P3 ALT (A-3) THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 0 4 8 12 A1.3 STREET SCENE THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 NTS A1.4 PERSPECTIVE VIEW Left Elevation Front Elevation
8'-1"
14'-0" T.O.P. F.FL. Right Elevation Rear Elevation
9'-4"
(30' Max. to Eave) THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 A2.0 PLAN 1 ELEVATIONS 0 2 4 8 PRAIRIE - STYLE B 1ST FLOOR PLAN 34'-0"
32'-0" 13'-0"
60'-0" Foyer 5'-0" x 9'-11" 8' clg
9'-0" 41'-0" 3'-0"
6'-0" 7'-6" 15'-10" 18'-2" Primary Bedroom 11'-4" x 12'-2" 8' clg Bedroom 3 8'-7" x 9'-0" 8' clg Great Room 10'-11" x 12'-4" 8' clg Bedroom 2 9'-0" x 8'-0" 8' clg Bath 2 9'-0" x 5'-0" 8' clg PBath 5'-0" x 9'-0" 8' clg Total Floor Area: 985 SQ. FT.10'-6" Porch 14'-2" x 5'-1" 8' clg Kitchen 6'-11" x 14'-8" 8' clg Dining 10'-11" x 7'-6" 8' clg36'-0" Open Sp 22'-2" x 15'-0" 333 sf w.i.c. w.i.c. linen drop zone 10'-0" Garage 10'-0" x 20'-0" 8' clg Ceiling Mounted Storage=60 C.F. (10' x 6') x 1' 22'-11 1/2" W/H 22'-2"
15'-0" 4'-0"
15'-0" P1 - GROSS S.F. 1ST FLOOR 985 SQ. FT. TOTAL LIVING 985 SQ. FT. GARAGE 238 SQ. FT. PORCH 87 SQ. FT. STORAGE AREA PROVIDED: 60 C.F.

3.5:123.5:12 3.5:12 RIDGE
RIDGE

3.5:12 3.5:12 ROOF PLAN

3.5:12
RIDGE

3.5:12 3.5:12 0 2 4 8 THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 A2.1 PLAN 1 FLOOR & ROOF PLANS Left Elevation Front Elevation
9'-1" 9'-1"
25'-6" T.O.P. F.FL. F.FL. T.O.P.
20'-8"
(30' Max. to Eave) Right Elevation Rear Elevation
9'-10" T.O.P. F.FL. THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 A3.0 PLAN 2 ELEVATIONS 0 2 4 8 PRAIRIE - STYLE A Left Elevation Front Elevation
9'-1" 9'-1"
25'-6" T.O.P. F.FL. F.FL. T.O.P.
20'-8"
(30' Max. to Eave) Right Elevation Rear Elevation
10'-1" T.O.P. F.FL. THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 A3.0.1 PLAN 2 ELEVATIONS 0 2 4 8 PRAIRIE - STYLE B 2ND FLOOR PLAN w.i.c. Bath 2 5'-0" x 10'-8" 9' clg Bedroom 2 11'-0" x 10'-2" 9' clg Bedroom 3 15'-2" x 10'-3" 9' clg Primary Bedroom 15'-0" x 14'-0" 9' clg Primary Bath 11'-9" x 8'-8" 9' clg Laundry 5'-9" x 6'-0" 9' clg OTB w.i.c. linen open rail opt w.i.c. dn 17r pocket door opt 1ST FLOOR PLAN 36'-0" 20'-10" 18'-0"
60'-0"
21'-2" 46'-0" 5'-0"
5'-0" 8'-0" 31'-0" 5'-0" Garage 20'-0" x 20'-0" 9'_clg41'-0" Open Sp 10'-0" x 21'-2" 232 sf Great Room 20'-11" x 14'-11" 9' clg6'-0" Dining Pdr 3'-6" x 7'-0" 9' clg Porch 15'-9" x 6'-0" 9' clg Foyer 7'-3" x 14'-4" high clg pan Flex/Office/Dining 9'-7" x 9'-4" 9' clg Kitchen 9'-6" x 15'-10" 9' clg open rail opt
pocket
door
opt
door opt 5'-0" up 17r slider opt slider opt Ceiling Mounted Storage= 90 C.F. (15' x 4') x 1.5' 20'-1 1/2" 20'-1" W/H 10'-0"
15'-2" P2 - GROSS S.F. 1ST FLOOR 867 SQ. FT. 2ND FLOOR 1017 SQ. FT. TOTAL LIVING 1884 SQ. FT. GARAGE 427 SQ. FT. PORCH 95 SQ. FT. STORAGE AREA PROVIDED: 90 C.F. 0 2 4 8 THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 A3.1 PLAN 2 FLOOR PLANS

ROOF PLAN - STYLE A
RIDGE 3.5:12 3.5:12

3.5:12

3.5:12

3.5:12
RIDGE

3.5:12 3.5:12 3.5:12

3.5:12 ROOF PLAN - STYLE B
RIDGE 3.5:12 3.5:12

3.5:12

3.5:12

3.5:12
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3.5:12 3.5:12 3.5:12

3.5:12 THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 0 2 4 8 A3.2 PLAN 2 ROOF PLANS Left Elevation Front Elevation
9'-1" 9'-1"
26'-6" T.O.P. F.FL. F.FL. T.O.P. Right Elevation Rear Elevation 9'-10" T.O.P. F.FL.
20'-8"
(30' Max. to Eave) THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 A4.0 PLAN 3 ELEVATIONS 0 2 4 8 PRAIRIE - STYLE A Left Elevation Front Elevation
9'-1" 9'-1"
26'-6" T.O.P. F.FL. F.FL. T.O.P. Right Elevation Rear Elevation 9'-10" T.O.P. F.FL.
20'-8"
(30' Max. to Eave) THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 A4.0.1 PLAN 3 ELEVATIONS 0 2 4 8 PRAIRIE - STYLE B dn 17r 2ND FLOOR PLAN Bedroom 2 12'-0" x 11'-4" 9' clg w.i.c. Bedroom 3 11'-6" x 10'-4" 9' clg Bath 3 5'-9" x 8'-8" 9' clg Bath 2 8'-7" x 5'-0" 9' clg Laundry 8'-8" x 5'-9" 9' clg linen base/ uppers opt Loft/ Bedroom 5 Opt 15'-6" x 11'-8" 9' clg Primary Bedroom 14'-0" x 13'-7" 9' clg linen Primary Bath 8'-6" x 10'-7" 9' clg linen base std uppers opt closet opt pocket door opt tub opt high windows door opt door opt linen base std sink/uppers opt 35'-0" 34'-0" 18'-0"
60'-0"
8'-0" 45'-0" 5'-0" 5'-0" 20'-8" 14'-4" up 17r Ceiling Mounted Storage= 105 C.F. (14' x 5') x 1.5' 20'-1 1/2" 20'-1" 1ST FLOOR PLAN Open Sp 19'-4" x 8'-0" 143 sf Bath 4 5'-11" x 8'-4" 9' clg Bedroom 4/ Lock Off Opt/ Office Opt 9'-6" x 10'-7" 9' clg Porch 14'-6" x 5'-0" 9' clg Foyer 4'-4" x 10'-9" 9' clg Kitchen 12'-2" x 12'-11" 9' clg Great Room 22'-3" x 15'-11" 9' clg Dining pan Pdr 5'-0" x 5'-0" 9' clg TV wall opt Cabinet opt Pair French doors opt Garage 20'-0" x 20'-0" 9'_clg W/H 5'-0" 4'-0" 51'-0" 19'-4"
3'-0"
8'-0" Office Option Pair French doors opt Bev bar optOffice 9'-6" x 12'-11" 9' clg Lower & Upper Cabinet Option Bedroom 5 Option w.i.c. Bedroom 3 11'-6" x 10'-4" 9' clg Bath 3 5'-8" x 8'-8" 9' clg Bedroom 5 11'-6" x 11'-8" 9' clg Primary Bath 8'-6" x 10'-7" linen 9' clg large shower opt pocket door opt linen base/ uppers opt door opt linen base std sink/uppers opt Lock Off Option Pair French doors opt coat Lock Off Bedroom 9'-6" x 10'-7" 9' clg Bath 4 5'-11" x 8'-4" 9' clg Lock off opt P3 - GROSS S.F. 1ST FLOOR 908 SQ. FT. 2ND FLOOR 1279 SQ. FT. TOTAL LIVING 2188 SQ. FT. GARAGE 426 SQ. FT. PORCH 122 SQ. FT. STORAGE AREA PROVIDED: 105 C.F. 0 2 4 8 THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 A4.1 PLAN 3 FLOOR PLANS

3.5:12
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3.5:12 3.5:12
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3.5:12 ROOF PLAN - STYLE A

3.5:12 3.5:12
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3.5:12
RIDGE ROOF PLAN - STYLE B 0 2 4 8 THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 A4.2 PLAN 3 ROOF PLANS Left Elevation Front Elevation
9'-1" 9'-1"
26'-0" T.O.P. F.FL. F.FL. T.O.P. Right Elevation Rear Elevation 10'-4" T.O.P. F.FL.
20'-8"
(30' Max. to Eave) THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 A5.0 PLAN 3 ALT ELEVATIONS 0 2 4 8 PRAIRIE - STYLE A Left Elevation Front Elevation
9'-1" 9'-1"
26'-0" T.O.P. F.FL. F.FL. T.O.P. Right Elevation Rear Elevation 10'-4" T.O.P. F.FL.
20'-8"
(30' Max. to Eave) THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 A5.0.1 PLAN 3 ALT ELEVATIONS 0 2 4 8 PRAIRIE - STYLE B 2ND FLOOR PLAN Laundry 9'-2" x 5'-9" 9' clg Bedroom 2 11'-8" x 11'-5" 9' clg Bedroom 3 10'-7" x 10'-4" 9' clg Loft/ Bedroom 5 Opt 15'-0" x 11'-6" 9' clg Bath 2 8'-1" x 5'-0" 9' clg Bath 3 5'-6" x 8'-8" 9' clg w.i.c. Primary Bedroom 14'-0" x 13'-7" 9' clg Primary Bath 8'-6" x 10'-7" 9' clg closet opt linen pocket door opt tub opt linen base std uppers opt high windows dn 17r door opt door opt linen base/ uppers opt linen base std sink/uppers opt 1ST FLOOR PLAN 35'-0" 34'-0" 18'-0"
60'-0"
8'-0" 45'-0" 5'-0" 5'-0"
5'-0" 8'-0" 20'-8" 14'-4"47'-0" Bath 4 8'-8" x 5'-0" 9' clg Bedroom 4/ Office Opt 10'-4" x 11'-3" 9' clg Porch 4'-6" x 5'-9" 9' clg Foyer 8'-2" x 5'-11" 9' clg open rail opt Pdr 5'-0" x 5'-0" 9' clg TV wall opt Open Sp 19'-4" x 8'-0" 143 sf Great Room 22'-3" x 15'-11" 9' clg Dining Kitchen 12'-2" x 12'-11" 9' clg Pair French doors opt up 17r Cabinet opt Garage 20'-0" x 20'-0" 9'_clg 20'-1 1/2" 20'-1" W/H pan Ceiling Mounted Storage= 105 C.F. (14' x 5') x 1.5' 19'-4" 3'-0"
8'-0" Office Option Bev bar optOffice 12'-8" x 11'-3" 9' clg Pair French doors opt Lower & Upper Cabinet Option Bedroom 5 Option Bedroom 5 11'-0" x 11'-8" 9' clg Bedroom 3 10'-7" x 10'-4" 9' clg Bath 3 5'-6" x 8'-8" 9' clg w.i.c. Primary Bath 8'-6" x 10'-7" 9' clg linen large shower opt pocket door opt door opt door opt linen base/ uppers opt linen base std sink/uppers opt P3 ALT- GROSS S.F. 1ST FLOOR 912 SQ. FT. 2ND FLOOR 1251 SQ. FT. TOTAL LIVING 2163 SQ. FT. GARAGE 426 SQ. FT. PORCH 26 SQ. FT. STORAGE AREA PROVIDED: 105 C.F. 0 2 4 8 THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 A5.1 PLAN 3 ALT FLOOR PLANS

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3.5:12 ROOF PLAN - STYLE A/B RIDGE 3.5:12 3.5:12

3.5:12 0 2 4 8 THE OLSON COMPANY 3010 OLD RANCH PKWY, SUITE 100 SEAL BEACH, CA 90740 GLENDORA GLENDORA, CA # 2023-0315 Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Plot Date: 1st Submittal Set: 2024.12.12 2nd Submittal Set: 2025.02.25 3rd Submittal Set: 2025.05.27 2025.05.27 A5.2 PLAN 3 ALT ROOF PLANS

Schematic Pocket Park Enlargements
Glendora - Woodland, CA
The Olson Company
Project No.: TOC67-DDate: May 27, 2025
3rd City Submittal Scale: 1" = 10' Pocket Park 'A' Deck feature, to be flush with adjacent grade.

Spinner play.

DG walkway.

Adirondack lounge
seating.

Open lawn space.

Seating area with table. Toad-stool seating. 1 L-2A Decorative boulders to be located and retained during site grading. Tree lanterns to be hung on suitable existing tree branches. Natural bark mulch. Enhanced pedestrian entry portal. Enhanced pedestrian entry portal. DG walkway.

Adirondack lounge
seating. Public bench. 123 4 5 7 8 1 109 49 11 9 5 3 11 7 2 4/ Tree swing to be hung on suitable existing tree branches. 12 12 8 13 13 10 3'-0" 6'-0" 2'-0"
1'-6"
1'-8" 6'-0"
Schematic Pocket Park Enlargements
Glendora - Woodland, CA
The Olson Company
Project No.: TOC67-DDate: May 27, 2025
3rd City Submittal Scale: 1" = 10' Pocket Park 'B' Jacaranda mimosifolia (Blue Jacaranda) specimen tree. 3 L-2B Open lawn area.

Enhanced paving at
pedestrian crossing. 2 2 1 1 3
Schematic Pocket Park Enlargements
Glendora - Woodland, CA
The Olson Company
Project No.: TOC67-DDate: May 27, 2025
3rd City Submittal Scale: 1" = 10' Pocket Park 'C' Deck feature, to be flush with adjacent grade. 2 Pedestrian gate to connect to future trail. Seating area with table. 3 Short-term bike rack. 1 Wall, per L3. Adirondack lounge seating. 5 L-2C Shade structure with integrated dining area. 9 Decorative boulders to be located and retained during site grading.Tree lanterns to be hung on suitable existing tree branches. 4 7 DG walkway.

Enhanced pedestrian
entry portal. 5 8 Open play area. 9 7 1 9 3 10 2 8 4 6 6 Toad-stool seating. 10 Pedestrian walk connecting sidewalk and Pocket Park 'C'. 13 13 6'-0" 17'-1" 11'-0" 3'-0" 1'-8"

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8 3738 2324 25 26 LOT "C" LOT "A"
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S. SAN JOSE DR. BIG DALTON WASH PROPOSED WALL LEGEND Existing Property Line wall along east edge. 6'-0" High CMU wall with single-side stucco, on exposed face, with 2" cap. 6'-0" High CMU wall, tan precision, with 2" cap. 6'-0" High vinyl fence (brown / tan color). 5'-6" High tube steel fence (black color). 3'-6" High wood or vinyl rail fence. 3'-6" High brick-clad pilaster, with 2" brick cap and wood rail fence. 6'-6" High stucco over CMU pilaster, with 2" high concrete cap. 3'-6" High brick-clad CMU pilater, with 2" high concrete cap. 6'-0" High vinyl private yard gate (brown / tan color). 5'-6" High metal ADA pedestrian gate (black paint color). Schematic Wall and Fence Plan Glendora - Woodland, CAThe Olson Company Project No.: TOC67-D Date: May 27, 2025 3rd City Submittal L-3 60' Scale: 1" = 30' 0 15' 30' Pedestrian gate for future trail connection.
3 5 Stack stone retaining wall.
8 4 12 12 10 11
2 7
123456
891011
7 NOTES: 1. Special footings for walls and fences within an designated radius of existing Oak trees will be designed and constructed in coordination with the Arborist to minimize impacts on root systems. The Arborist will determine appropriate footing types, and establish required setback distances. All excavation and construction near Oaks will follow best practices. Compliance with all applicable city tree protection guidelines will be maintained.

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T Type/Form PROPOSED PLANTING LEGEND Symbol Specimen Street/ Trunk Single Single Botanical Name (Common Name) Suggestions *Platanus x acerifolia (London Plane Tree) *Quercus agrifolia (Coast Live Oak) Size 48" Box 48" Box Low Medium (R4) Qty. TOTAL = 73 615 Wucols TREES *Lagerstroemia i.x f. 'Natchez' (Crape Myrtle) Flowering Medium Single 36" Box Medium 10 Tree Size 24 ft 25 ft 16 ft [15 Year Growth] Parkway Evergreen *Tristania conferta (Brisbane Box) Single 36" Box 25 ft Medium 43 Existing mature tree.* Mitigation species.

Jacaranda mimosifolia (Blue Jacaranda) Single 48" Box 25 ft Schematic Planting Plan Glendora - Woodland, CA
The Olson Company
Project No.: TOC67-DDate: May 27, 2025
3rd City Submittal NOTES: 1. Irrigation (including spray and/or drip) will be provided, in the Construction Document phase, and to be installed per local California water regulations (AB1881) . 2. Vehicular Swinging Gates to be installed per local Fire Codes & Regulations. 3. Transformers, back-flow preventers & other above-ground utilities to be screened with landscape as permitted per local codes & regulations. 4. Landscape lighting (landscape up-lights, path lights/bollards, etc.) to be coordinated with Electrical Engineer in future phase. 5. The plant palette listed provides a list of plant material to select from when preparing final landscape construction documents for this project. However, substitutions may be required due to availability, soils tests, or other conditions. 6. All trees within 5' of hardscape to be installed with deep root barriers. VINES & ESPALIERS Bougainvillea 'Monka' Bougainvillea Pandorea jasminoides 'Lady Di' White Bower Vine (Oo-La-La® Bougainvillea) Antigonon leptopus Coral Vine Trachelospermum jasminoides Star Jasmine Low Med Low Med SHRUBS and GROUND COVER Agave spp. Aloe spp. Bougainvillea spp. Lavandula stoechas 'Larkman Hazel' Rosmarinus o. 'Huntington Carpet' Chamaerops humilis Xylosma congestum 'Compact' Anigozanthos Carex divulsa Stipa (Nassella) pulchra Muhlenbergia capillaris Kalanchoe thyrsiflora Delosperma spp. Callistemon citrinus 'Little John' Dasylirion longissimum Westringia spp. Dianella revoluta 'Little Rev' Yucca gloriosa Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low WUCOLS (R4) Agave Aloe Bougainvillea Hazel™ Spanish Lavender Groundcover Rosemary Mediterranean Fan Palm Compact Xylosma Kangaroo Paw Berkeley Sedges Purple Needlegrass Pink / Hairy Awn Muhly Flapjack Paddle Plant Trailing Ice Plant Dwarf Bottlebrush Mexican Grass Tree Westringia Little Rev™ Flax Lily Spanish Dagger Hesperaloe parviflora Red / Yellow Yucca Low Native Muhlenbergia rigens Deer Grass Med Native Grevillea lanigera 'Prostrate' Prostrate Woolly Grevillea Low L-4 60' Scale: 1" = 30' 0 15' 30'
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5 Jacaranda mimosifolia (Blue Jacaranda). EXISTING TREE NOTE: “Tree canopies are denoted on the plan. The ground plane below the canopy will be designated at natural oak leaf litter on the planting plans in the construction drawings.” Public street trees to comply with the City of Glendora Street Tree Theme and to be approved by the City Arborist Public street trees to comply with the City of Glendora Street Tree Theme and to be approved by the City Arborist

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T PHOTO SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Uplight - FX Luminaire C-UL Corrosion-resistant brass up light. 6.5in. H x 2.4in. Dia. Brass, (AB) Antique Bronze, 3-Prong Spike Lamp: 20W MR-16 LED Warm Flood, 4W / 4.3VA, 2700K, Beamspread: Flood 6 Downlight - FX Luminaire MD
Down light ideal for small space applications. 9.38in. H x 2.62in. Dia. Order code: MD, Aluminum, (BZ) Bronze Metallic, Mini J-Box for 1/2in. Thread Lamp: 20W MR-16 LED Warm Flood, 4W / 4.3VA, 2700K 4 Pathlight - FX Luminaire PM
Modern path light with powder-coated finish. 2.5in. Dia x 14.0in. H. PM-XT for Extra Tall 18.5in.. Order code: PM, Aluminum Alloy, (BZ) Bronze Metallic, Deck Mount for PM Lamp: PM-1LED, 2.2W / 2.2VA, 2700K, Beamspread: Very Wide Flood 9 Pole Light - SVE-3
Area Pole Light, HID - Direct Lighting Sales, Model San Vicente #SVE-3 Cast Aluminum, Textured Bronze, RA21 Radius, On DBC-1 Base & 10` round pole.Lamp: Per Elec. Eng., Per Elec. Eng., Per Elec. Eng.

Accessories: On DBC-1 Base & 10` round pole.
4 String Light - 100`
Continuous light string(100`) black C9 string light with LEDG40 warm white bulbs with 1/16" Diameter galvanized steel cable wire-secure to posts with s.s 18-8 3/16" wire eye lags. (W.P.)Light switch & Dimmer mounted on post.
-, Black, Galvanized Eye Bolts., Hide Conduit Connection along Back of Post.

Lamp: LED, Per Manuf.
2 Exterior Electrical GFI Outlet Cast Aluminum, Textured Architectural Bronze, Wall 3 Transformer - FX Luminaire - PX SS, Stainless Steel, Wall 300W T 2 SCHEMATIC LIGHTING SCHEDULE Glendora - Woodland, CAThe Olson Company Project No.: TOC67-D Date: May 27, 2025 3rd City Submittal L-5

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S. SAN JOSE DR. BIG DALTON WASH LANDSCAPE AREA - FRONT YARD HOA Installed and Maintained Private Front Yard Takeoff: 17,750 sf LANDSCAPE AREA - REAR YARD Private Rear Yard Takeoff: 39,165 sf LANDSCAPE AREA - COMMON OPEN SPACE HOA Installed and Maintained Common Open Space Ref. Lot A/B/C Takeoff: 16,966 sf SCHEMATIC LANDSCAPE AREA SCHEDULE Schematic Landscape Area Plan Glendora - Woodland, CA
The Olson Company
Project No.: TOC67-DDate: May 27, 2025
3rd City Submittal L-6 60' Scale: 1" = 30'
0 15' 30' Scale: 1" = 10' Typ. Open Space Condition - HOA and Private Landscape HOA Installed and Maintained Front Yard. Homeowner Installed and MaintainedPrivate Rear Yard. Natural gray concrete driveway, with light broom finish and tooled joints. Private unit entry natural grey concrete walk, with light top-cast finish and saw-cut joints.

Natural grey public sidewalk, broom
finish, per City Standard. Builder Installed and HOA Maintained Public Parkway.

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LAGUNA NIGUEL, CA 92647
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NOTICE OF PUBLIC HEARING
City Council
_____________________________________________
NOTICE IS HEREBY GIVEN that the City Council of the City of Glendora will hold a public hearing pursuant to §21.01.030 (E) and §21.02.040, of the Glendora Municipal Code in the City Council Chamber of City Hall, 116 E. Foothill Boulevard, Glendora, California, to receive and consider all evidence and reports relating to the following application/project:

Hearing Date: Tuesday, August 26, 2025, at 7:00 p.m.

File Number: PLN24-0045
Subject Property: 263 S. San Jose Drive
Request: Development Plan Review (DPR) and Vesting Tentative Tract Map (VTTM) to develop 41 detached, single-family residential homes.

Applicant: The Olson Company
General Plan Land Use /
Zoning:

Low/Medium Density /
R-1 Single-family residential, E-3 Single-family estate, E-4 Single-family estate
Environmental: A Categorical Exemption is being recommended for this project, pursuant to §15332 of the California Environmental Quality Act guidelines.

Contact Person: Yalini Siva, Senior Planner
(626) 914-8213 or [email protected]
All interested parties are invited to attend said hearing and express their views on this matter. Should you be unable to attend the public hearing, your testimony must be made in writing and delivered prior to the scheduled hearing date as follows: City Clerk Department, 116 E. Foothill Blvd, Glendora, CA, 91741, [email protected].

Further information on this item will be posted to the city’s website at CityofGlendora.gov/citymeetings and will be on file for public inspection and copying for the cost of duplication, at the office of the City Clerk, 116 E. Foothill Blvd, Glendora, CA, between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday, exclusive of holidays, within those hours for agenda posting and public inspection as required by the Ralph M. Brown Act, California Government Code § 54950 et seq. as applicable to this meeting.

Further Information on the above application may be obtained or viewed at the Community Development Department Planning Division, located at 116 E. Foothill Blvd, Glendora, CA, 91741 or by telephone at (626) 914-8214.

If you challenge this action(s) in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the Planning Commission at, or prior to, the public hearing.

Kathleen R. Sessman, MMC
City Clerk
Mailed: August 14, 2025
Published: August 14, 2025 (San Gabriel Valley Examiner)

CERTIFICATION
I, hereby certify that I posted a copy of this Notice on the bulletin board outside the City Hall Council Chamber, 116 E. Foothill Boulevard on August 14, 2025.

Kathleen R. Sessman, MMC
City Clerk

DEVELOPMENT PLAN REVIEW AND TENTATIVE TRACT MAP

SAN JOSE DRIVE/WOODLAND LANE PROJECT

COMMUNITY DEVELOPMENT

CITY COUNCIL
AUGUST 26, 2025

YALINI SIVA, SENIOR PLANNER

PROJECT / REQUEST
▪ The Olson Company
▪ Tentative Tract Map (TTM) No. 84681 to subdivide land to create 41 residential detached, single-family homes.
▪ Development Plan Review (DPR) for approval of the project’s development plans.
▪ SB 330 for early vesting for overall fees and streamlining of process.
▪ CEQA Notice of Categorical Exemption.

PROJECT LOCATION

PROJECT SITE

CITY YARD

SURPLUS LAND
▪ State Surplus Land Act and HCD allowed the City to list the property for sale to developers who would set aside 15% of new homes to moderate-income households.
▪ Project site is City-owned property, currently in escrow with the Olson Company.

AFFORDABLE HOUSING
▪ Seven of the 41 homes will be available for purchase to moderate income qualified buyers. State law allows
developers to request concessions, waivers and incentives. ▪ Reduced parking, pursuant to Govt State Code 65915(p)(1) ▪ Reduced lot area, lot width, depth, setbacks
▪ Additional building height, 2nd floor area
▪ Reduced number of parking spaces

SITE PLAN
Traffic Study studied 9 intersections and a traffic signal was not warranted.

Circulation
• With the extension, vehicle trips are better disbursed through the neighborhood.
• Proposes approximately 29 daily AM trips and 39 daily PM trips Safety
• San Jose is a dead end with no turnaround and does not comply with LA County Fire Standards
• Woodland Lane will provide secondary access to San Jose for improved safety

CIRCULATION & SAFETY

LANDSCAPE
PLAN

ELEVATIONS

STREET VIEW RENDERING

PUBLIC NOTICE
On August 14, 2025:
▪ Notices were sent out to all property owners within 300 feet of the site per GMC;
▪ Notice was published in the San Gabriel Valley Examiner; ▪ Notices were posted to site notification boards.

That the City Council:

1. Adopt a Categorical Exemption pursuant to the California Environmental Quality Act (CEQA) for the project; and

2. Adopt a Resolution entitled, “A RESOLUTION OF THE CITY COUNCIL OF

THE CITY OF GLENDORA, CALIFORNIA APPROVING TENTATIVE TRACT MAP NO. 84681 FOR SUBDIVISION OF LAND TO CREATE 41 DETACHED SINGLEFAMILY RESIDENTIAL HOMES AND DEVELOPMENT PLAN REVIEW FOR THE CONSTRUCTION OF THE HOMES ON CERTAIN PROPERTY LOCATED AT 263 S. SAN JOSE DRIVE (AIN #S 8655-007-900, 8655-007-901, 8655-007- 902 AND 8655-021-900), LOCATED AT THE TERMINUS OF SAN JOSE DRIVE AND WOODLAND LANE, GLENDORA, CALIFORNIA (PROJECT FILE NO.

PLN24-0045; APPLICANT: THE OLSON COMPANY; PROPERTY OWNER: CITY OF GLENDORA.”

RECOMMENDATIONS

STAFF REPORT
TO: Mayor and Council Members DATE: August 26, 2025
FROM: City Clerk DISTRICT(S): Not Applicable
SUBJECT: Affirm minutes from the July 8, 2025 Regular Joint City Council Meeting Minutes

RECOMMENDATION
That the City Council, Successor Agency and Housing Authority:

1. Affirm minutes as presented.

STRATEGIC FOCUS AREAS
Not Applicable

EXECUTIVE SUMMARY
This staff report requests affirmation of the minutes from previous meetings. The minutes have been prepared and reviewed in accordance with city procedures and transparency requirements. Affirming these minutes ensures the accuracy and integrity of the official record. Staff recommends approval to maintain proper documentation and compliance with meeting protocols.

LEGISLATIVE HISTORY / PREVIOUS ACTIONS
Not Applicable.

DISCUSSION
Pursuant to the City's standard practives and the Brown Act, meeting action minutes are reviewed and affirmed by the legislative bodies to ensure transparency and accuracy in government proceedings. The action minutes for the July 8, 2025 meeting was compiled base on staff notes and official recordings. No requests for revisions or amendments have been received to date.

By affirming minutes, legislatice bodies acknowledge their accuracy and preserve them as an official record of the meeting. If any corrections or amendments are desired, they can be addressed before final affirmation.

FISCAL IMPACT
There is no impact associated with this action.

ENVIRONMENTAL DETERMINATION
There are no environmental impacts associated with this action.

Prepared By Roxanne Breceda, Deputy City Clerk/Records Manager Concurs With Not Applicable
Reviewed By Kathleen R. Sessman, City Clerk/Communications Director Certified to Availability of Funds Not Applicable
Approved By Not Applicable
Legal Review Not Applicable
CEQA Review Not Applicable
ATTACHMENTS:

A. July 8, 2025 Regular Meeting Minutes
Attachments
A. July 8 2025 Regular Joint Meeting Minutes.pdf
City of Glendora Minutes
Regular Meeting
Tuesday, July 8, 2025
City Hall Council Chamber
116 E. Foothill Boulevard
Virtually via Zoom ID# 9329247224
The City Council also serves as members of the Board of Directors of the Successor Agency of the former Community Redevelopment Agency, and Housing Authority, which are concurrently convening this evening.

CALL TO ORDER
The City Council, Successor Agency and Housing Authority meeting was called to order at 6:00 PM.

ROLL CALL
Members Present: Karen Davis, Shaunna Elias, Mendell L. Thompson, Mayor Pro Tem/ViceChair Michael Allawos, Mayor/Chair David Fredendall Members Absent: None
Staff Present: City Manager/Executive Director Adam Raymond, City/Agency Attorney Danny Aleshire, Assistant City Manager Moises Lopez, Deputy City Manager Marie Ricci, Chief of Police Mike Randazzo, Public Works Director William Wittkopf, Finance Director/City Treasurer Kyle Johnson, Community Development Director Jeff Kugel, Library Director Janet Stone, City Clerk/Communications Director Kathleen Sessman, Captain Shelly Gold, Captain Chris Stabio, Assistant Director of Human Resources Rita Wendling, Economic Development and Housing Manager Tiffany Chew, Business Services Manager Julie Linger, Support Services Supervisor Marc Archibald, Principal Planner Hans Friedel, Senior Media Specialist Greg Morton, Media Specialist Craig Gill, Senior Office Assistant Tori Tevelow, City Clerk Specialist Lorena Cordova, and Deputy City Clerk/Records Manager Roxanne Breceda

CLOSED SESSION
Closed Session titles were read into the record. There was no one wishing to provide comment.

The meeting convened into Closed Session at 6:03 PM.

1. CONFERENCE WITH REAL PROPERTY NEGOTIATORS A closed session will be held, pursuant to Government Code § 54956.8, to enable the City Council to give direction to its negotiator(s) City Manager Adam Raymond, City Attorney Danny Aleshire, Assistant City Manager Moises Lopez, and Community Development Director Jeff Kugel regarding certain real property Lot Adjacent to Nelson’s Drugstore (APN: 8638-015-011; Approx. 6,000 Sq. Ft.). The City’s real property negotiator will seek direction from the City Council regarding this property.

2. THREAT TO PUBLIC FACILITIES A closed session will be held, pursuant to Government Code §54957, regarding a possible threat to public facilities.

Closed Session adjourned at 6:47 PM and the meeting reconvened into Open Session at 7:03 PM with all members present. City Attorney Aleshire reported the following actions: Privileged and confidential briefings were given on both Closed Session items and there were no reportable actions taken.

Minutes Tuesday, July 8, 2025 Page 2 of 5
Regular Meeting City Council, Successor Agency and Housing Authority

PLEDGE OF ALLEGIANCE
The Invocation was given by Reverend Karen Davis of First Christian Church of Glendora.

The Pledge of Allegiance was led by Dan Tron.

REORDERING OF AND ADDITIONS TO THE AGENDA
There were no requests received.

Mayor Fredendall read into the record the “Immigration Letter to the Community” from the City Manager and the Chief of Police.

PUBLIC COMMENT

3. Public Comments received
Comments and/or correspondence were received from: Linda Davidson, Devon Wemple, Elijah Kouyoumdjian, Teri Merrick, Bob Moore, Susan J Kramer, Bill Shook, Helen Glaze, Kate Hamilton, Andrew Turner, Karen Fortus-Garcia, Dan Tron, Linda Granicy, Tomoko Toland, Jennifer DesCombes, Andrew Turner, Lily Urrutia, Krista Granger, Robert Denman, Richard Viveros Jr., Eric Hamilton, Alicia Romero, Sara Baron, Michael Baron, Lona Ferrari, Reed Pew, Raquel Botero, Robert Chacon, Judy Nelson, Tonya Pace, Monica Garcia, Chris Fense, Jackson Glaze, Ian Jameson, John Kachirisky, John Harrold Esq. and Erica Landmann relating to agenda item 11, Ray Kolbe, and Alexander Mujica.

Mayor Fredendall called for a recess at 8:42 PM and reconvened the meeting back into session at 8:50 PM with all members present.

MEMBER STATEMENTS/REPORTS
Council Member/Commissioner Elias commented on public comments and immigration, encouraged the community to visit City’s website, and thanked speakers for their comments but also encouraged speakers to share their concerns with state representatives.

Council Member/Commissioner Thompson commented on public comments, immigration, and the California Values Act (SB54); affirmed his support for the City’s published “Immigration Letter to the Community” and commented the role of the faith communities and religious leaders; and recognized the Glendora Tartan Band and Pageantry for their representation at the Washington, D.C. Independence Day Parade on July 4, 2025.

Council Member/Commissioner Davis commented on public comments, immigration and the importance of engaging with values of liberty, freedom, and justice for all; affirmed her support for the City’s published “Immigration Letter to the Community;” and commented on the City’s commitment to ensure that all community members live free from fear and are valued.

Mayor Pro Tem/Vice-Chair Allawos commented on hometown values of the community; staying connected with residents; public comments, immigration and the Dale Property; the Glendora Rotary Club for Field of Heroes event; issues related to homelessness, Proposition 1 funding, opposition to Senator Perez’s homeless bill; and announced that the Glendora Public Library Friends Foundation “Night on the Plaza” event was scheduled for July 12, 2025.

Minutes Tuesday, July 8, 2025 Page 3 of 5
Regular Meeting City Council, Successor Agency and Housing Authority Mayor/Chair Fredendall reaffirmed his support of the City’s “Immigration Letter to the Community”; clarified that the City became aware of the related incident at the same time as the public and that the Glendora Police Department is not engaging in these types of activities; and reiterated the City’s commitment to the “Immigration Letter to the Community” letter.

DIRECTOR/STAFF LIAISON AND ATTORNEY STATEMENTS
City Manager/Executive Director Raymond announced that this would be the last City Council meeting until the second meeting in August.

SPECIAL ITEMS

4. A Proclamation Proclaiming July as Parks and Recreation month Proclamation presented to Community Services Commissioner Eddie Kouyoumdjian and Administrative Assistant Megan Stone.

5. Recognition of the Glendora Community Emergency Response Team (CERT) from the California Services Association for their assistance during the Eaton Fire California Emergency Services Association (CESA) Board Members, Disaster Management Area Coordinator (DMAC) for Area D Diana Manzano-Garcia and Duarte Public Safety Manager and Area D Advisory Board Chair Bryan Arizumi recognized Stephen Avalos, Sharon Martinez, and the Glendora Community Emergency Response Team (CERT)for their assistance during the Eaton Fire.

6. Police Department Quarterly Update
Update presented.

7. National Night Out
Announcement of the upcoming National Night Out event schedule for August 8, 2025.

CONSENT CALENDAR
A motion was made by Mayor Pro Tem/Vice-Chair Allawos, seconded by Council Member/Commissioner Thompson, to approve Consent Calendar Items #8 - #10 as presented, affirming the actions appropriate to each item. Motion carried 5 - 0 as follows: AYES: Davis, Elias, Thompson, Allawos, Fredendall; NOES: None; ABSENT: None; ABSTAIN: None.

8. Affirm minutes from the June 10, 2025 Special City Council meeting, June 10, 2025 City Council, Successor Agency, Housing and Public Financing Authority meeting, and June 24, 2025 City Council, Successor Agency and Housing Authority meeting The City Council, Successor Agency, Housing and Public Financing Authority affirmed the minutes as presented.

9. Review and Affirm Disbursements for June 2025 in the Amount of $6,070,136.96 The City Council and Successor Agency reviewed and affirmed the disbursements for June 2025 in the amount of $6,070,136.96.

Minutes Tuesday, July 8, 2025 Page 4 of 5
Regular Meeting City Council, Successor Agency and Housing Authority

10. Second Reading and Adoption of Ordinance No. 2094 Updating the City's Fire Hazard Severity Zone Maps
The City Council adopted on second reading Ordinance No 2094 entitled, “AN ORDINANCE

OF THE CITY COUNCIL OF THE CITY OF GLENDORA ADOPTING THE OFFICIAL FIRE

HAZARD SEVERITY ZONE MAP PREPARED BY THE CALIFORNIA DEPARTMENT OF

FORESTRY AND FIRE PROTECTION AND THE OFFICE OF THE STATE FIRE MARSHAL

FOR LOCAL RESPONSIBILITY AREAS WITHIN THE CITY, PURSUANT TO CALIFORNIA GOVERNMENT CODE SECTIONS 51175-51189.”

NEW BUSINESS

11. Adopt the Glendora Station Area Vision Plan (PLN22-0059) Written correspondence was received from: John Harrold Esq. and Erica Landmann.

City Council discussion included the City’s 6
th Regional Housing Needs Assessment (RHNA)
cycle Housing Element requirements and associated unit expectations; the Metro Gold Line transit rider parking lot elements, shared-rider parking; potential developments opportunities and requirements of the Metro owned property; parcel subdivision implications under Senate Bill 9 (SB9); promenade design; development zoning considerations and scenarios; State Housing Element law requirements relating to site densities; statutory exemption from the California Environmental Quality Act (CEQA) that went into effect on July 1, 2025; and community outreach efforts.

Following discussion, multiple motions were made.

A motion was made by Council Member Davis, that the City Council approve the recommendations as presented with revisions to the Glendora Station Area Vision Plan specifically relating to Metro requiring potential developers on Metro owned property to include public parking to preserve the Park & Ride amenity adjacent to the station.

An alternate motion was made by Mayor Pro Tem Allawos, that the City Council table or continue the item until a public meeting was held. Motion failed due to the lack of a second.

The original motion made by Council Member Davis, seconded by Council Member Thompson, moved that the City Council 1. Adopt a finding of Statutory Exemption pursuant to Title 14 of the California Code of Regulations (CCR), Section 15262 Feasibility and Planning Studies of the California Environmental Quality Act (CEQA) Guidelines; and 2. Adopt Resolution CC 2025- 30 entitled, “A RESOLUTION OF THE CITY COUNCIL ADOPTING THE GLENDORA STATION AREA VISION PLAN,” with a revision to the Glendora Station Area Vision Plan (PLN22-0059) specifically relating to property adjacent to the station owned by Metro require potential developers to include accessible public parking to preserve the Park & Ride amenity.

Motion carried 4 - 1 as follows: AYES: Davis, Elias, Thompson, Fredendall; NOES: Allawos; ABSENT: None; ABSTAIN: None.

Mayor Fredendall requested a motion to extend tonight’s meeting past the 10:30 PM meeting curfew. A motion was made by Mayor Pro Tem Allawos, seconded by Council Member Thompson. There were no objections, meeting continued.

Minutes Tuesday, July 8, 2025 Page 5 of 5
Regular Meeting City Council, Successor Agency and Housing Authority

12. Exclusive Right to Negotiate Agreement (ENA) with Mercy Housing Related to the Disposition and Development of 1762 Dale Road
A motion was made by Council Member Thompson, seconded by Council Member Davis, that the City Council 1. Approve the Exclusive Right to Negotiate Agreement (ENA). Motion carried 5 - 0 as follows: AYES: Davis, Elias, Thompson, Allawos, Fredendall; NOES: None; ABSENT:

None; ABSTAIN: None.

13. Award the agreement for contract services with Yunex, LLC for traffic signal maintenance for a three-Year term with an option to extend the term for three additional one-year periods for an amount not to exceed Nine Hundred Fifty Thousand Dollars ($950,000) annually during the Term or any Extended Term
A motion was made by Mayor Pro Tem Allawos, seconded by Council Member Thompson, that the City Council, 1. Award an Agreement for Contract Services with Yunex, LLC for Traffic Signal Maintenance in an amount not to exceed Nine Hundred Fifty Thousand Dollars ($950,000) annually during the Term or any Extended Term; 2. Authorized a ten percent (10%) contingency in the amount of $95,000 annually; and 3. Authorize the City Manager to execute the Agreement.

Motion carried 5 - 0 as follows: AYES: Davis, Elias, Thompson, Allawos, Fredendall; NOES:

None; ABSENT: None; ABSTAIN: None.

14. Memorandum of Understanding between the City of Glendora and Glendora Police Management Association (GPMA) for the three-year term of July 1, 2025, through June 30, 2028
A motion was made by Mayor Pro Tem Allawos, seconded by Council Member Thompson, that the City Council 1. Adopt Resolution CC 2025-31 entitled, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GLENDORA, CALIFORNIA, APPROVING A 2025-2028

MEMORANDUM OF UNDERSTANDING (MOU) WITH THE GLENDORA POLICE MANAGEMENT ASSOCIATION;" and 2. Authorize the City Manager to execute the agreement and any and all non-substantive changes to the Memorandum of Understanding. Motion carried 5 - 0 as follows: AYES: Davis, Elias, Thompson, Allawos, Fredendall; NOES: None; ABSENT:

None; ABSTAIN: None.

MEMBER/STAFF CLOSING COMMENTS
Mayor/Chair Fredendall thanked staff and team for their reports.

City Manager/Executive Director Raymond thanked staff for their efforts in planning and coordinating tonight’s meeting.

ADJOURNMENT
Meeting was adjourned at 11:20 PM.

Kathleen R. Sessman, MMC
City Clerk/Communications Director
Minutes were approved on ___________.

STAFF REPORT
TO: Mayor and Council Members
Chair and Board Members
DATE: August 26, 2025
FROM: Finance DISTRICT(S): Citywide
SUBJECT: Review and Affirm Disbursements for July 2025 in the amount of $7,374,278.38

RECOMMENDATION
That the City Council and Successor Agency:

1. Review and affirm disbursements for July 2025 in the amount of $7,374,278.38.

STRATEGIC FOCUS AREAS
Goal 2: Maintain Financial Stability and Sustainability (MFSS)

EXECUTIVE SUMMARY
For July 2025 the City disbursed the following amounts through accounts payable and payroll.

Month A/P Payroll Total
July 2025 $5,921,638.82 $5,921,638.82
07/11/2025 $720,004.17 $720,004.17
07/25/2025 $732,635.39 $732,635.39
Total $5,921,638.82 $1,452,639.56 $7,374,278.38

LEGISLATIVE HISTORY / PREVIOUS ACTIONS
Pursuant to the Glendora Municipal Code Section 2.20.030 Departmental Reports, the Finance Department shall provide a comprehensive report on disbursements, at least on a quarterly basis.

DISCUSSION
Notable disbursements in the month of July include:

Name Amount Description
ICRMA $2,692,521.02 Liability Program Assessment & Member Contributions California Dept. of Technology $254,468.78 Microsoft 365 Subscriptions 72 Hour LLC $249,245.10 Police Vehicles
Transtech Engineers, Inc. $195,771.54 Contract Engineering Services Tyler Technologies Inc. $125,355.83 ERP & EPL Software Updates Mariposa Landscapes, Inc. $110,692.75 Citywide Landscape Maintenance

FISCAL IMPACT
There is no impact associated with the recommendation of this report.

ENVIRONMENTAL DETERMINATION
Not Applicable.

Prepared By George Perez-Sosa, Accounting
Technician
Concurs With Not Applicable
Reviewed By Kyle Johnson, Finance
Director/City Treasurer
Certified to Availability of Funds Kyle Johnson, Finance Director/City Treasurer
Approved By Adam Raymond, City Manager
Legal Review Not Applicable
CEQA Review Not Applicable
Attachments
A. Warrant Register - July 2025.pdf

CITY OF GLENDORA
CITY COUNCIL MEETING 8/26/2025
WARRANT REGISTER - JULY 2025 $5,921,638.82
PAYROLL EFT 7/11/2025 720,004.17 $
7/25/2025 732,635.39 $
TOTAL $7,374,278.38
PREPARED BY: George Perez

REVIEWED BY
Finance Director/City Treasurer
7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3703 EFT 7/4/2025 6858 72 HOUR LLC 55470530 72350 250473 JT25029 DB JEEP GRAND CHEROKEE UNIT 24 $44,607.81 $44,607.81
3704 EFT 7/4/2025 6487 DF POLYGRAPH 10150300 59100 2025/1 polygraph - patrick cam $200.00 $200.00
3705 EFT 7/4/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039136731 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$85.67
EFT 7/4/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039139800 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$48.18
EFT 7/4/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039139804 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$54.93
$188.78
3706 EFT 7/4/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10170560 56101 629664 TISSUE AND LINERS $149.34 EFT 7/4/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10170560 56101 630569 TISSUE AND LINERS $252.22 EFT 7/4/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10170560 56101 630942 TISSUE, LINERS, CLEANING SUPPLIES $206.54 EFT 7/4/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10170560 56101 630943 RESTROOM SUPPLIES $201.45 EFT 7/4/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10170560 56101 630944 TOWELS, TOILET TISSUE, LINERS $191.92 EFT 7/4/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10190810 56100 630945 Legion Janitorial Supplies $218.72 $1,220.19
3707 EFT 7/4/2025 6830 ESPERANZA FLORES 10190810 58300 W25-EF.1 Instructor Payment W25 Sessions 1-3 $1,969.80 $1,969.80
3708 EFT 7/4/2025 6480 GRIGOLLA & SONS CONSTRUCTION
CO.INC
25570520 59100 250107 923-F PUBLIC WORKS AND RELATED SERVICES $50,942.80 $50,942.80
3709 EFT 7/4/2025 3742 LOS ANGELES PARTYWORKS INC 10190810 58100 204309 Culture Fest Inflatables $1,570.00 $1,570.00

Page 1 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3710 EFT 7/4/2025 6892 ODP BUSINESS SOLUTIONS, LLC 10150360 51110 424054666001 folders, paper, memo books $534.52 EFT 7/4/2025 6892 ODP BUSINESS SOLUTIONS, LLC 10190800 51110 250037 427351457001 OFFICE SUPPLIES, GENERAL $621.77 $1,156.29
3711 EFT 7/4/2025 1489 OFFICE SOLUTIONS 10115030 51110 I-02322688 Office Supplies $275.36 EFT 7/4/2025 1489 OFFICE SOLUTIONS 50115030 51110 I-02322688 Office Supplies $275.34 $550.70
3712 EFT 7/4/2025 1489 OFFICE SOLUTIONS 10160410 51110 I-02319900 Ink and markers $1,595.74 $1,595.74
3713 EFT 7/4/2025 1138 PINPOINT INDUSTRIES, INC. 55330150 59100 11389 CITY APPAREL FOR IT DEPARTMENT $875.95 $875.95
3714 EFT 7/4/2025 21 PITNEY BOWES POSTAGE BY PHONE 10115030 55340 05-2025 May Postage - Account #8000-9090-0934-6847 $1,564.54 EFT 7/4/2025 21 PITNEY BOWES POSTAGE BY PHONE 50170620 55340 05-2025 May Postage - Account #8000-9090-0934-6847 $12.78 $1,577.32
3715 EFT 7/4/2025 5987 PRESCREEN SOLUTIONS, INC 10140250 55316 13495 New Hire Pre Screening $209.09 $209.09
3716 EFT 7/4/2025 4892 PRIORITY LANDSCAPE SERVICES LLC 10170580 59100 18935 South Hill brush clearance for PD $800.00 EFT 7/4/2025 4892 PRIORITY LANDSCAPE SERVICES LLC 10170580 59100 19055 South Hills brush clearance for PD $800.00 EFT 7/4/2025 4892 PRIORITY LANDSCAPE SERVICES LLC 10170580 59100 19056 South Hill brush clearance for PD $1,600.00 EFT 7/4/2025 4892 PRIORITY LANDSCAPE SERVICES LLC 10170580 59100 19089 South Hill brush clearance for PD $800.00 EFT 7/4/2025 4892 PRIORITY LANDSCAPE SERVICES LLC 10170580 59100 19090 South Hill brush clearance for PD $800.00 EFT 7/4/2025 4892 PRIORITY LANDSCAPE SERVICES LLC 10170580 59100 19203 South Hill brush clearance for PD $1,600.00 EFT 7/4/2025 4892 PRIORITY LANDSCAPE SERVICES LLC 10170580 59100 19233 South Hill brush clearance for PD $1,600.00 $8,000.00
3717 EFT 7/4/2025 4892 PRIORITY LANDSCAPE SERVICES LLC 10170580 59100 18936 South Hill brush clearance for PD $800.00

Page 2 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3717 EFT 7/4/2025 4892 PRIORITY LANDSCAPE SERVICES LLC 10170580 59100 19054 South Hill brush clearance for PD $800.00 $1,600.00
3718 EFT 7/4/2025 6493 QUALITY PUMPING SERVICES INC 10170560 59100 37 PUMPED SEPTIC BIG DALTON AND LASSIE LEAGUE
$1,600.00
$1,600.00
3719 EFT 7/4/2025 6493 QUALITY PUMPING SERVICES INC 10170560 59100 36 PUMPED SEPTIC BIG DALTON AND LASSIE LEAGUE
$1,600.00
EFT 7/4/2025 6493 QUALITY PUMPING SERVICES INC 10170560 59100 38 PUMPED SEPTIC BIG DALTON AND LASSIE LEAGUE
$1,600.00
$3,200.00
3720 EFT 7/4/2025 6537 RICHDAL, INC 10190810 58300 SU25-YR.1 Instructor Payment - Session #1 $1,512.00 $1,512.00
3721 EFT 7/4/2025 6828 RIGHT IMAGE BUILDERS INC 23100990 70000 250525 818 BUILDER'S SUPPLIES, COMPLETION OF 1,2,3 $9,500.00 $9,500.00
3722 EFT 7/4/2025 3498 STERICYCLE, INC. 10150360 59100 8011071413 May Services $512.24 $512.24
3723 EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 240230 20251504 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$3,850.00
EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20251505 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$1,760.00
EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20251506 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$2,560.00
EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20251507 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$3,220.00
EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20251508 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$375.00
EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 240230 20251510 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$2,420.00

Page 3 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3723 EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20251511 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$220.00
EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20251513 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$880.00
EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20251514 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$660.00
EFT 7/4/2025 6780 TRANSTECH ENGINEERS, INC 28500990 70000 250378 20251517 CDBG GRIND AND OVERLAY $5,620.00 $21,565.00
3724 EFT 7/4/2025 2324 WALTERS WHOLESALE ELECTRIC CO 10170560 56101 S128087822.001 ELECTRICAL SUPPLIES $72.52 $72.52
3725 EFT 7/4/2025 6241 Y TIRE PERFORMANCE LLC 55470530 51500 58904 TRAILER AND POLICE TIRES $1,358.84 $1,358.84
3726 EFT 7/4/2025 105 AFSCME DISTRICT COUNCIL 36 92000000 20104 24038 Payroll Run 1 - Warrant 250622 AFSCME DUES $1,430.00 $1,430.00
3727 EFT 7/4/2025 6825 DANA SIMPSON 92000000 20105 24048 Payroll Run 1 - Warrant 250622 GARNISHMENT

SPOUSAL
$100.00
$100.00
3728 EFT 7/4/2025 104 GLENDORA CITY EMPLOYEE

ASSOCIATION
92000000 20104 24037 Payroll Run 1 - Warrant 250622 CITY EMPLOYEE ASSOC
$700.00
$700.00
3729 EFT 7/4/2025 107 GLENDORA MANAGEMENT

ASSOCIATION
92000000 20104 24039 Payroll Run 1 - Warrant 250622 GMA DUES $510.00 $510.00
3730 EFT 7/4/2025 109 GLENDORA POLICE MANAGEMENT 92000000 20104 24041 Payroll Run 1 - Warrant 250622 PMA DUES $613.50 $613.50
3731 EFT 7/4/2025 6730 JASON TIBBETTS 10100001 42300 24269 Medical Reimbursement Q2 2025 $864.00

Page 4 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3731 EFT 7/4/2025 6730 JASON TIBBETTS 50100001 42300 24269 Medical Reimbursement Q2 2025 $336.00 $1,200.00
3732 EFT 7/4/2025 6731 MATTHEW WILLIAMS 10100001 42300 24274 Medical Reimbursement 2025 Q2 $864.00 EFT 7/4/2025 6731 MATTHEW WILLIAMS 50100001 42300 24274 Medical Reimbursement 2025 Q2 $336.00 $1,200.00
3733 EFT 7/4/2025 6115 MIDAMERICA ADMIN&RETIRE

SOLUTIONS
92000000 20103 24046 Payroll Run 1 - Warrant 250622 MIDAMERICA PT RETIR
$6,207.20
$6,207.20
3734 EFT 7/4/2025 6115 MIDAMERICA ADMIN&RETIRE

SOLUTIONS
92000000 20101 24047 Payroll Run 1 - Warrant 250622 MIDAMERICA HRA
$500.00
$500.00
3735 EFT 7/4/2025 108 POLICE ASSOCIATION 92000000 20104 24040 Payroll Run 1 - Warrant 250622 POA DUES $4,065.00 $4,065.00
3736 EFT 7/4/2025 6929 STERLING HEALTH SERVICES, INC 92000000 20106 24049 Payroll Run 1 - Warrant 250622 STERLING

HEALTH HSA
$361.01
$361.01
3737 EFT 7/11/2025 1339 AFLAC 92000000 20108 497735 AFLAC Individual July 2025 $2,045.52 $2,045.52
3738 EFT 7/11/2025 1339 AFLAC 92000000 20108 INV0000869199 AFLAC Group July 2025 Bill $3,122.81 $3,122.81
3739 EFT 7/11/2025 180 AQUA-METRIC SALES COMPANY 50170610 53540 250315 INV0108694 PUBLIC WORKS AND RELATED SERVICES $10,527.80 $10,527.80
3740 EFT 7/11/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039136753 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$86.94
EFT 7/11/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039137183 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$91.33

Page 5 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3740 EFT 7/11/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039137196 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$58.52
EFT 7/11/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039139799 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$218.22
EFT 7/11/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039139923 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$13.91
EFT 7/11/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039142692 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$19.61
EFT 7/11/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039142693 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$21.64
EFT 7/11/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039142694 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$15.00
$525.17
3741 EFT 7/11/2025 113 BRODART COMPANY 10180730 51300 B7006905 CONTENT FOR THE PUBLIC $133.49 $133.49
3742 EFT 7/11/2025 5194 CHARTER COMMUNICATIONS

HOLDINGS,LLC
55330150 57055 187847801061425 PD CABLE $396.64
$396.64
3743 EFT 7/11/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10190820 56100 631223 LFC 2025-06-23 $593.00 $593.00
3744 EFT 7/11/2025 6969 COMPLETE PAPERLESS SOLUTIONS,
LLC
30100990 70000 250445 4494 CONSULTING SERVICES $20,784.64 $20,784.64
3745 EFT 7/11/2025 6531 CORE & MAIN LP 50170630 53520 250537 X159712 FIRE HYDRANTS FOR EMERGENCY USE JUNE 2025
$15,456.80
$15,456.80
3746 EFT 7/11/2025 843 NANCY K. BOHL INC 10150360 59100 INV104984 Employee Support Services - May 2025 $800.00 $800.00

Page 6 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3747 EFT 7/11/2025 6328 TANGLED WEB SOLUTIONS 10150300 59100 250161 112035 N. Martinez Background $1,765.00 $1,765.00
3748 EFT 7/11/2025 6729 DOANE AND HARTWIG WATER
SYSTEMS, INC.
50170640 51500 I2025-0889 PRODUCTION PARTS $2,059.13
$2,059.13
3749 EFT 7/11/2025 2209 DOCU-TRUST 10190800 59100 0056115 OFF SITE DOCUMENT STORAGE $14.97 EFT 7/11/2025 2209 DOCU-TRUST 10115030 59100 0056118 Storage Docs - Invoice# 0056118 $98.46 EFT 7/11/2025 2209 DOCU-TRUST 10190800 51110 0056297 OFF SITE DOCUMENT STORAGE $96.64 $210.07
3750 EFT 7/11/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 5 100008202 Dirt Camp Bussing - 6.23.25 $1,036.04 EFT 7/11/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 5 100008274 Dirt Camp Bussing - 6.24.25 $1,036.04 EFT 7/11/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 5 100008325 Dirt Camp Bussing - 6.25.25 $1,036.04 EFT 7/11/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 5 100008327 Dirt Camp Bussing 6.26.25 $1,036.04 EFT 7/11/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 5 100008460 Dirt Camp Bussing 6.27.25 $1,036.04 EFT 7/11/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 5 100008512 Dirt Camp Bussing - 6.30.25 $1,036.04 $6,216.24
3751 EFT 7/11/2025 2508 ENVISIONWARE INC 10180710 51200 INV-US-76534 Terminal Stand $157.77 $157.77
3752 EFT 7/11/2025 6541 FIRE RISK MANAGEMENT SERVICES 92000000 20109 FRMS0725-GLENDORA FRMS Medical Bill July 2025 $77,546.10 $77,546.10
3753 EFT 7/11/2025 3316 GEORGE E. BOOTH CO., INC. 50170640 53560 250244 1144454 SCADA CONSULTING $45,000.00 $45,000.00
3754 EFT 7/11/2025 6459 GERALD L. GOMER 10190810 59200 31615 Summer Tee Ball Shirts $617.98 $617.98

Page 7 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3755 EFT 7/11/2025 2528 GLENDORA AFTER STROKE CENTER 10190820 59100 250079 2508 LFC AFTER STROKE JUNE 2025 $833.33 $833.33
3756 EFT 7/11/2025 3947 GLENDORA AQUATICS INC 10190810 58300 SU25-GAS.3 Instructor Payment Group Swim Session 2 $11,812.50 $11,812.50
3757 EFT 7/11/2025 11 GLENDORA CHAMBER OF COMMERCE 20460460 57220 JUNE 2025 BID FEES FROM 06/01/2025 - 06/30/2025 $6,300.00 $6,300.00
3758 EFT 7/11/2025 6923 FIVESTAR RUBBER STAMP ETC., INC 10120100 51780 75497 Retirement Plate Engraving $50.95 $50.95
3759 EFT 7/11/2025 902 GRAINGER 50170640 59100 9549687037 GEAR TIES - WATER DIV. $29.06 EFT 7/11/2025 902 GRAINGER 50170640 59100 9561180465 PIPE CEMENT - WATER DIV. $66.43 EFT 7/11/2025 902 GRAINGER 50170640 59100 9562147505 WATER DIV - PIPE COUPLING $1,116.63 EFT 7/11/2025 902 GRAINGER 50170640 59100 9562346529 WATER DIV - THRO BODY $975.01 EFT 7/11/2025 902 GRAINGER 50170640 59100 9562346537 WATER DIV - REPAIR CLAMPS $770.74 EFT 7/11/2025 902 GRAINGER 50170640 59100 9562468018 WATER DIV - REPAIR CLAMP $540.07 $3,497.94
3760 EFT 7/11/2025 6499 HD SUPPLY, INC. 50170640 53530 INV00742405 FILLED GAUGES - WATER DIV. $152.78 $152.78
3761 EFT 7/11/2025 1446 IMS REFRIGERATION INC. 10170560 56101 57291 ICE MACHINE, FRIDGE SERVICE $611.93 $611.93
3762 EFT 7/11/2025 6990 INFINITE CREATIVE ENTERPRISES 28050310 55600 250484 273250 Massage Chair - Sales Order#167647 $4,558.50 $4,558.50
3763 EFT 7/11/2025 1198 JOHNNY ALLEN TENNIS ACADEMY 10190810 58300 SU25-JAT.3 Instructor Payment SU25 $1,434.30 $1,434.30

Page 8 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3764 EFT 7/11/2025 6398 LA - C.A.D.A. 22890820 58600 250144 City of Glendora #38 LA CADA - June 2025 $20,833.33 EFT 7/11/2025 6398 LA - C.A.D.A. 22890820 58600 250144 City of Glendora#39 LA CADA-Adjustment for May and June '25. $2,084.00 $22,917.33
3765 EFT 7/11/2025 6773 LOS ANGELES CITY CLEANING INC. 10160430 59100 240229 7416 JANITORIAL SERVICES FOR MEDA AVE AND BUS PLAZA
$1,650.00
$1,650.00
3766 EFT 7/11/2025 37 LIEBERT CASSIDY WHITMORE 10150300 59100 291324 Client/Matter No.: GL050-00001 $270.00 EFT 7/11/2025 37 LIEBERT CASSIDY WHITMORE 10150300 59100 291325 Client/Matter No: GL050-00062 $900.00 $1,170.00
3767 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 10170580 59100 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $59,885.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 20370580 54001 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $208.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 20370580 54002 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $375.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 20370580 54003 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $167.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 20370580 54004 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $283.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 20370580 54006 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $50.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 20370580 54007 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $242.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 20460460 56500 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $426.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 23470580 56500 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $567.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 25570580 59100 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $9,571.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 50170580 59100 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $1,528.00 EFT 7/11/2025 1286 MARIPOSA LANDSCAPES, INC. 50170640 59100 250145 113960 CITYWIDE LANDSCAPE MAINTENANCE MAY 2025 $4,521.00 $77,823.00
3768 EFT 7/11/2025 5635 MUNICIPAL DENTAL POOL 92000000 20110 21031.07.2025 Delta Dental Bill July 2025 $12,431.00 $12,431.00

Page 9 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3769 EFT 7/11/2025 6892 ODP BUSINESS SOLUTIONS, LLC 10190820 51110 425399922001 LFC - ODP 2025-05-23 $64.48 $64.48
3770 EFT 7/11/2025 1138 PINPOINT INDUSTRIES, INC. 10190820 55320 11404 JULY 2025 LA FETRA TIMES $837.10 $837.10
3771 EFT 7/11/2025 5987 PRESCREEN SOLUTIONS, INC 10140250 55316 13561 Prescreening New Hire Background $235.04 $235.04
3772 EFT 7/11/2025 813 PROFORCE LAW ENFORCEMENT 10150310 59100 250545 723600 Helmets - Quote #723600 $9,388.72 $9,388.72
3773 EFT 7/11/2025 2560 RIGHT OF WAY, INC. 25570520 56600 74276 TRAFFIC CONTROL GHS MARCHING BAND

PRACTICE
$1,980.00
$1,980.00
3774 EFT 7/11/2025 6782 Roadline Products 25570520 56600 21497 25 GALLONS FAST DRY WHITE, 4 SPRAY TIPS $836.33 $836.33
3775 EFT 7/11/2025 5189 ELSER PLUMBING 10170560 59100 19322 plumbing repair service $580.00 $580.00
3776 EFT 7/11/2025 215 SAN GABRIEL BASIN WATER QUALITY 50170640 53110 0005098-IN SAN GABRIEL BASIN WATER QUALITY $56,356.80 $56,356.80
3777 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 10120100 51750 05F8710345837 DRINKING WATER $320.07 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 10140200 51110 05F8710345837 DRINKING WATER $169.68 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 10150300 51750 05F8710345837 DRINKING WATER $223.31 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 10170500 51750 05F8710345837 DRINKING WATER $263.31 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 10170580 51750 05F8710345837 DRINKING WATER $14.38 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 10180700 51400 05F8710345837 DRINKING WATER $162.29 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 10190800 51750 05F8710345837 DRINKING WATER $74.46

Page 10 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3777 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 10190820 51750 05F8710345837 DRINKING WATER $558.59 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 23160430 51200 05F8710345837 DRINKING WATER $75.01 EFT 7/11/2025 996 DS SERVICES OF AMERICA, INC. 50140200 51110 05F8710345837 DRINKING WATER $169.68 $2,030.78
3778 EFT 7/11/2025 5671 SPECIAL T WATER SYSTEMS INC 50170640 53510 248254 WATER SOFTENER RENTAL $125.00 $125.00
3779 EFT 7/11/2025 3450 SPOK INC. 50170640 59100 J6215595Q WATER DIV - 6/9/25 $23.61 $23.61
3780 EFT 7/11/2025 3498 STERICYCLE, INC. 50170640 51110 8010966075 PAPER RECYCLE FOR WATER DIV. $128.44 $128.44
3781 EFT 7/11/2025 1638 HAAKER EQUIPMENT COMPANY 50170630 51500 INV9875 MALE DISCONNECT & GASKET - WATER DIV. $222.36 $222.36
3782 EFT 7/11/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20253425 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$930.00
EFT 7/11/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20253426 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$880.00
EFT 7/11/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20253427 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$880.00
EFT 7/11/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20253843 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$1,085.00
EFT 7/11/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20253844 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$220.00
EFT 7/11/2025 6780 TRANSTECH ENGINEERS, INC 50270550 59100 240230 20253845 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$660.00
$4,655.00
3783 EFT 7/11/2025 6811 TRI COUNTY PUMP COMPANY 50200990 70000 250541 18744 EMERGENCY MOTOR REPAIR JUNE 2025 $12,385.75 $12,385.75

Page 11 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3784 EFT 7/11/2025 6590 TRUSTMARK VOLUNTARY BENEFIT
ADMIN
92000000 20108 00989407152025 Trustmark Bill July 2025 $1,833.38 $1,833.38
3785 EFT 7/11/2025 2584 ULINE 50170640 51110 193802594 WATER DIV. MAINTENANCE SUPPLIES $248.86 $248.86
3786 EFT 7/11/2025 1651 UNITED MAINTENANCE SYSTEMS 10170560 59100 250069 16016 CITYWIDE JANITORIAL MAINTENANCE MAY 2025 $11,100.00 EFT 7/11/2025 1651 UNITED MAINTENANCE SYSTEMS 10170580 59100 250069 16016 CITYWIDE JANITORIAL MAINTENANCE MAY 2025 $19,631.00 EFT 7/11/2025 1651 UNITED MAINTENANCE SYSTEMS 10190810 59100 250069 16016 CITYWIDE JANITORIAL MAINTENANCE MAY 2025 $2,600.00 EFT 7/11/2025 1651 UNITED MAINTENANCE SYSTEMS 10190820 56100 250069 16016 CITYWIDE JANITORIAL MAINTENANCE MAY 2025 $1,550.00 EFT 7/11/2025 1651 UNITED MAINTENANCE SYSTEMS 50170600 59100 250069 16016 CITYWIDE JANITORIAL MAINTENANCE MAY 2025 $550.00 EFT 7/11/2025 1651 UNITED MAINTENANCE SYSTEMS 10190810 56100 250036 16038 Legion & La Fetra Cleaning - June $500.00 EFT 7/11/2025 1651 UNITED MAINTENANCE SYSTEMS 10190820 56100 250036 16038 Legion & La Fetra Cleaning - June $750.00 $36,681.00
3787 EFT 7/11/2025 130 UNDERGROUND SERVICE ALERT/SC 50170600 59100 24-253906 California State Fee for Regulatory Costs $127.88 EFT 7/11/2025 130 UNDERGROUND SERVICE ALERT/SC 50170600 59100 24-254273 State Fee for Regulatory Costs - Water Div. $127.88 EFT 7/11/2025 130 UNDERGROUND SERVICE ALERT/SC 25070600 59100 520250308 WATER DIV. BOARD OPERATIONAL MONTHLY

EXPENSE
$389.25
EFT 7/11/2025 130 UNDERGROUND SERVICE ALERT/SC 50170600 59100 620250309 DIG ALERT MAINTENANCE FEE - WATER DIV. $381.85 $1,026.86
3788 EFT 7/11/2025 751 UNITED RENTALS (NORTH AMERICA) 25570520 56600 249627488-001 SAW BLADE $83.05 $83.05
3789 EFT 7/11/2025 751 UNITED RENTALS (NORTH AMERICA) 10190810 58100 250478 248967640-001 Portable Toilets $9,831.38 $9,831.38
3790 EFT 7/11/2025 2324 WALTERS WHOLESALE ELECTRIC CO 10170560 56101 S128087822.002 ELECTRICAL SUPPLIES $974.28 $974.28

Page 12 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3791 EFT 7/11/2025 2474 WATERWISE CONSULTING INC. 50170620 66010 250349 8687 CONSULTING SERVICES $4,898.50 $4,898.50
3792 EFT 7/11/2025 1524 XEROX CORPORATION 55330150 51560 250171 40631272 LEASE OF XEROX PRINTERS $9,554.54 $9,554.54
3793 EFT 7/14/2025 5899 WILLIAM TURNLEY 10100001 42300 24981 Medical Retiree Reimbursement Quarter 2 2025 $432.00 EFT 7/14/2025 5899 WILLIAM TURNLEY 50100001 42300 24981 Medical Retiree Reimbursement Quarter 2 2025 $168.00 $600.00
3794 EFT 7/18/2025 6765 A&P COMPLIANCE TESTING, INC. 55470530 59100 250014 12209 ENVIRONMENTAL AND ECOLOGICAL SERVICES $275.00 EFT 7/18/2025 6765 A&P COMPLIANCE TESTING, INC. 55470530 59100 250014 12210 ENVIRONMENTAL AND ECOLOGICAL SERVICES $275.00 EFT 7/18/2025 6765 A&P COMPLIANCE TESTING, INC. 55470530 59100 250014 12229 ENVIRONMENTAL AND ECOLOGICAL SERVICES $2,558.00 $3,108.00
3795 EFT 7/18/2025 287 CWF INC 10100001 59990 250482 77086 AMUSEMENT, DECORATIONS, ENTERTAINMENT,

GIFTS, TOYS
$19,815.44
$19,815.44
3796 EFT 7/18/2025 4163 ADVANTEC CONSULTING ENGINEERS
INC.
30170550 59100 250343 9803-0305-01-06 DESIGN SERVICES FOR CITWIDE ENG & TRAFFIC SURVEY
$12,512.50
$12,512.50
3797 EFT 7/18/2025 105 AFSCME DISTRICT COUNCIL 36 92000000 20104 24470 Payroll Run 1 - Warrant 250706 AFSCME DUES $1,402.50 $1,402.50
3798 EFT 7/18/2025 1166 AGI ACADEMY 10190820 58300 COMPADV-AGI-LFC-S-S1 COMPADV-AGI-LFC-S-S1 $187.60 $187.60
3799 EFT 7/18/2025 318 ANIMAL PEST MANAGEMENT

SERVICES
10170560 59100 677851 PEST SERVICES $1,530.00

Page 13 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3799 EFT 7/18/2025 318 ANIMAL PEST MANAGEMENT

SERVICES
10170560 59100 737272 AFTER HOUR TREATMENT CITY HALL $375.00 $1,905.00
3800 EFT 7/18/2025 117 ATHENS SERVICES 50170630 57170 250077 19504380 FY 24-25 REMOVAL OF MIXED WASTE $13,905.31 $13,905.31
3801 EFT 7/18/2025 6469 BAKER & TAYLOR, LLC 10180720 51300 250196 2039136382 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$483.70
EFT 7/18/2025 6469 BAKER & TAYLOR, LLC 10180710 51200 2039137184 DIVISION SUPPLIES $12.23 EFT 7/18/2025 6469 BAKER & TAYLOR, LLC 10180710 51200 2039137197 DIVISION SUPPLIES $5.73 EFT 7/18/2025 6469 BAKER & TAYLOR, LLC 10180720 51300 250196 2039139803 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$71.75
EFT 7/18/2025 6469 BAKER & TAYLOR, LLC 10180710 51200 2039139924 DIVISION SUPPLIES $1.36 EFT 7/18/2025 6469 BAKER & TAYLOR, LLC 10180720 51300 250196 2039142695 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$103.38
EFT 7/18/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039143000 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$23.00
EFT 7/18/2025 6469 BAKER & TAYLOR, LLC 10180710 51200 2039143001 DIVISION SUPPLIES $1.73 EFT 7/18/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039161767 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$20.28
$723.16
3802 EFT 7/18/2025 6781 BAY ALARM COMPANY 10190830 56100 22328162 August Monitoring $115.00 $115.00
3803 EFT 7/18/2025 3516 BIG BEN CONSTRUCTION 50170630 59100 250090 2503-03 FY 24-25 EMERGENCY MAINLINE REPAIRS $82,254.07 $82,254.07
3804 EFT 7/18/2025 2568 BURRO CANYON SHOOTING PARK 10150310 59100 3542 Range Fees 06 19 2025 $60.00 $60.00

Page 14 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3805 EFT 7/18/2025 2628 CELLEBRITE USA CORP 10150360 51110 250532 INVUS286804 Certified Operator Trainings - J. Watkins $3,800.00 $3,800.00
3806 EFT 7/18/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10190830 56100 630941 Teen Center Supplies $263.94 $263.94
3807 EFT 7/18/2025 594 CLINICAL LAB OF SAN BERNARDINO 50170640 59100 250043 2501050-GLE01 STATE MANDATED WATER TESTING SERVICES $2,550.00 $2,550.00
3808 EFT 7/18/2025 6531 CORE & MAIN LP 50170630 53520 X179578 WATER DIV. SUPPLY ORDER $2,267.31 $2,267.31
3809 EFT 7/18/2025 3762 DONNA COUPLAND 10190820 58300 CLD-DC-LFC-B&I-S-S1 CLD-DC-LFC-B&I-S-S1 $273.00 EFT 7/18/2025 3762 DONNA COUPLAND 10190810 58300 SU25-DC.1 Instructor Payment -- Session 1 $754.60 $1,027.60
3810 EFT 7/18/2025 297 COVINA VALLEY WATER COMPANY 50170640 53100 JUNE-25 WATER/SHARES $10,658.03 $10,658.03
3811 EFT 7/18/2025 3465 CSG CONSULTANTS INC 10160410 59100 250205 61119 CONSULTING SERVICES - MARCH $18,135.00 EFT 7/18/2025 3465 CSG CONSULTANTS INC 10160410 59100 250205 61478 CONSULTING SERVICES - MAY $21,528.00 EFT 7/18/2025 3465 CSG CONSULTANTS INC 10160410 59100 250205 B250675 PLAN REVIEW - MAY $13,462.54 $53,125.54
3812 EFT 7/18/2025 2209 DOCU-TRUST 10140200 59100 0056116 OFFSITE STORAGE OF DOCS $21.71 EFT 7/18/2025 2209 DOCU-TRUST 50140200 59100 0056116 OFFSITE STORAGE OF DOCS $9.31 $31.02
3813 EFT 7/18/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 260008 100008622 Dirt Camp Transportation - 7/1/2025 $1,036.04 EFT 7/18/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 260008 100008755 Dirt Camp Transportation - 7/2/2025 $1,036.04 EFT 7/18/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 260008 100008768 Dirt Camp Transportation 7/3/2025 $1,036.04

Page 15 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3813 EFT 7/18/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 260008 100008822 Dirt Camp Transportation 7/7/2025 $1,036.04 $4,144.16
3814 EFT 7/18/2025 6991 G&G ENVIRONMENTAL COMPLIANCE,
INC.
50170600 59100 250518 Glendora_0625 G & G ENVIRONMENTAL COMPLIANCE ASSESSMENT JUN 2025
$14,663.75
$14,663.75
3815 EFT 7/18/2025 125 GENERAL PUMP CO. INC. 50170640 56320 250076 32608 FY 24-25 WELL ASK BOOSTER MAINTENANCE $3,536.00 $3,536.00
3816 EFT 7/18/2025 3316 GEORGE E. BOOTH CO., INC. 50170640 53560 250244 1144640 SCADA CONSULTING $3,132.50 $3,132.50
3817 EFT 7/18/2025 11 GLENDORA CHAMBER OF COMMERCE 10160420 59600 260017 21427271 BID CONSULTING SERVICES - JUL 25 $4,166.67 $4,166.67
3818 EFT 7/18/2025 104 GLENDORA CITY EMPLOYEE

ASSOCIATION
92000000 20104 24469 Payroll Run 1 - Warrant 250706 City Employee Assoc
$710.00
$710.00
3819 EFT 7/18/2025 3381 GLENDORA GARDENS NURSERY 50170620 66010 250536 4375 GLENDORA GARDENS NURSERY VOUCHER PROGRAM JUNE 2025
$1,700.00
$1,700.00
3820 EFT 7/18/2025 107 GLENDORA MANAGEMENT

ASSOCIATION
92000000 20104 24471 Payroll Run 1 - Warrant 250706 GMA DUES $510.00 $510.00
3821 EFT 7/18/2025 109 GLENDORA POLICE MANAGEMENT 92000000 20104 24473 Payroll Run 1 - Warrant 250706 PMA DUES $613.50 $613.50
3822 EFT 7/18/2025 2923 GMS ELEVATOR SERVICES, INC 10190820 56100 124966 LFC GMS ELEVATOR SERVICE MAY 2025 $123.05 EFT 7/18/2025 2923 GMS ELEVATOR SERVICES, INC 10190820 56100 125376 LFC GMS ELEVATOR SERVICE JUNE 2025 $123.05 $246.10

Page 16 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3823 EFT 7/18/2025 902 GRAINGER 55470530 51500 9553310807 TRAILER WIRING ADAPTER, 6-WAY PIN, 7-WAY PLUG
$1,335.23
EFT 7/18/2025 902 GRAINGER 50170640 59100 9564778596 WATER DIV - SOFT COIL $1,774.32 $3,109.55
3824 EFT 7/18/2025 5300 INTELLIGENT FIRE SYSTEMS &

SOLUTION
50170640 59100 113656 WATER DIV. QUARTERLY MONITORING APR 25 TO JUNE 25
$135.00
$135.00
3825 EFT 7/18/2025 6227 JEFF JENKINS SERVICE TECHNICIAN 50170640 53510 250512 2198 CONTROL PANEL FOR PUMPING EQUIPMENT $16,433.00 $16,433.00
3826 EFT 7/18/2025 4184 JMD 30170550 59100 250138 098 (25-118) AS NEEDED CIVIL ENG FOR GOLD LINE $26,035.02 $26,035.02
3827 EFT 7/18/2025 6409 KANOPY 21680730 51300 250116 459245 - PPU PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$362.00
$362.00
3828 EFT 7/18/2025 6992 KIMBERLY BOYLE 10190810 58300 SU25-KB.1 Instructor Payment Summer 2025 PreSchool $5,040.00 $5,040.00
3829 EFT 7/18/2025 256 LANCE, SOLL & LUNGHARD 10140200 45100 240111 69444 PROFESSIONAL SVCS - TEMP IN LIEU OF $19,151.25 EFT 7/18/2025 256 LANCE, SOLL & LUNGHARD 50140200 45100 240111 69444 PROFESSIONAL SVCS - TEMP IN LIEU OF $19,151.25 $38,302.50
3830 EFT 7/18/2025 1496 LAW ENFORCEMENT MEDICAL 10150330 59100 18592 On Call Blood Draws - June 23 2025 $1,010.00 $1,010.00
3831 EFT 7/18/2025 6745 MALISSA J. APODACA INC. 10190810 58300 SU25-MA.2 Instructor Payment - Session 2 $1,522.50 $1,522.50
3832 EFT 7/18/2025 1286 MARIPOSA LANDSCAPES, INC. 10170580 59100 250145 114501 XTRA WEED ABATEMENT, SPRAY AND OTHERS $986.00 $986.00

Page 17 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3833 EFT 7/18/2025 6746 MARTIN B FELGEN 10190810 58300 SU25-PSE.1 Instructor Payment- Session 1 $8,092.00 $8,092.00
3834 EFT 7/18/2025 7037 MATRIX CONSULTING GROUP LTD 10100001 59100 250546 1 CONSULTING - CAP AND FEE STUD GUIDE $12,100.00 EFT 7/18/2025 7037 MATRIX CONSULTING GROUP LTD 10100001 59100 250546 2 CONSULTING - CAP AND FEE STUD GUIDE $11,300.00 $23,400.00
3835 EFT 7/18/2025 5712 MIDWEST TAPE LLC 10180730 51300 507175362 CONTENT FOR THE PUBLIC $124.02 EFT 7/18/2025 5712 MIDWEST TAPE LLC 21680730 51300 250151 507397641 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$2,361.55
$2,485.57
3836 EFT 7/18/2025 6858 72 HOUR LLC 55470530 72350 240163 WF12368 FORD EXPLORER $68,212.43 EFT 7/18/2025 6858 72 HOUR LLC 55470530 72350 240163 WF12394 FORD EXPLORER $68,212.43 EFT 7/18/2025 6858 72 HOUR LLC 55470530 72350 240163 WF12439 FORD EXPLORER $68,212.43 $204,637.29
3837 EFT 7/18/2025 513 OCLC INC. 21680730 51300 250113 1000424290 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$229.58
EFT 7/18/2025 513 OCLC INC. 21680730 51300 250113 1000424384 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$250.48
EFT 7/18/2025 513 OCLC INC. 21680730 51300 250113 1000450421 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$237.29
EFT 7/18/2025 513 OCLC INC. 21680730 51300 250113 1000450512 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$225.97
$943.32
3838 EFT 7/18/2025 6892 ODP BUSINESS SOLUTIONS, LLC 10190820 51110 427420881001 OFC ODP ORDER 06/27/2025 $136.69 EFT 7/18/2025 6892 ODP BUSINESS SOLUTIONS, LLC 50170600 51110 428815864001 WATER DIV. OFFICE SUPPLIES $239.46 EFT 7/18/2025 6892 ODP BUSINESS SOLUTIONS, LLC 50170600 51110 428825946001 WATER DIV OFFICE SUPPLIES $4.78

Page 18 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3838 EFT 7/18/2025 6892 ODP BUSINESS SOLUTIONS, LLC 10150360 51110 429810947001 paper, pens, mthly calendar, tape $361.28 $742.21
3839 EFT 7/18/2025 1810 OVERDRIVE, INC. 21680730 51300 250175 01148SV25207881 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$50.83
EFT 7/18/2025 1810 OVERDRIVE, INC. 21680730 51300 250175 01148SV25207929 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$5.98
$56.81
3840 EFT 7/18/2025 108 POLICE ASSOCIATION 92000000 20104 24101 Payroll Run 4 - Warrant 2506S4 ($2,700.00) EFT 7/18/2025 108 POLICE ASSOCIATION 92000000 20104 24472 Payroll Run 1 - Warrant 250706 POA DUES $4,065.00 $1,365.00
3841 EFT 7/18/2025 6580 REFRIGERATION SUPPLIES

DISTRIBUTOR
10170560 56101 46335232-00 MODULATING/FLOATING 174 IB-IN SPRING RETURN
$1,235.44
$1,235.44
3842 EFT 7/18/2025 6928 REGIONAL GOVERNMENT SERVICES 10100001 59990 250364 18272 CONSULTING SERVICES - FEBRUARY $293.35 $293.35
3843 EFT 7/18/2025 2560 RIGHT OF WAY, INC. 25570520 56600 74247 ET SIGN FOR JANET STONE RETIREMENT $120.73 $120.73
3844 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10115030 55310 GE052025 May Citywide Publications $79.75 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10115030 55310 GE052025 May Citywide Publications $60.50 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10115030 55310 GE052025 May Citywide Publications $104.50 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10115030 55310 GE052025 May Citywide Publications $118.25 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10115030 55310 GE052025 May Citywide Publications $74.25 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10115030 55310 GE052025 May Citywide Publications $68.75 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10115030 55310 GE052025 May Citywide Publications $74.25 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10115030 55310 GE052025 May Citywide Publications $71.50

Page 19 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3844 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10140200 55320 GE052025 May Citywide Publications $177.10 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10140200 55320 GE052025 May Citywide Publications $126.50 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10160400 55310 GE052025 May Citywide Publications $253.00 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10160400 55310 GE052025 May Citywide Publications $214.50 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10160400 55310 GE052025 May Citywide Publications $214.50 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 10170560 59100 GE052025 May Citywide Publications $82.50 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50115030 55310 GE052025 May Citywide Publications $79.75 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50115030 55310 GE052025 May Citywide Publications $60.50 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50115030 55310 GE052025 May Citywide Publications $104.50 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50115030 55310 GE052025 May Citywide Publications $118.25 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50115030 55310 GE052025 May Citywide Publications $74.25 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50115030 55310 GE052025 May Citywide Publications $68.75 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50115030 55310 GE052025 May Citywide Publications $74.25 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50115030 55310 GE052025 May Citywide Publications $71.50 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50140200 55320 GE052025 May Citywide Publications $75.90 EFT 7/18/2025 23 SAN GABRIEL VALLEY EXAMINER 50140200 55320 GE052025 May Citywide Publications $126.50 $2,574.00
3845 EFT 7/18/2025 786 SPORTS FACILITIES GROUP, INC. 30100990 70000 250377 A018459B FURNITURE: CAFETERIA, CHAPEL, DORMITORY,

HOUSEHOLD
$23,594.81
$23,594.81
3846 EFT 7/18/2025 6875 SPRINGSTEAD & ASSOCIATES 10160420 59100 250208 JULY 2025 CONSULTING SERVICES $4,150.00 $4,150.00
3847 EFT 7/18/2025 3498 STERICYCLE, INC. 10150370 51200 8011124775 July Steri Safe Services $109.74 $109.74

Page 20 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3848 EFT 7/18/2025 7038 ENGSTROM-SMITH LITHOGRAPHY,
INC.
10190810 55320 74410 Dirt Camp Forms $99.45
$99.45
3849 EFT 7/18/2025 347 THREE VALLEYS MUNICIPAL WATER 50170620 66010 6763 Supplemental Rebates $285.93 $285.93
3850 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 240230 20251509 TRANSTECH ENGINEERS, INC PROFESSIONAL

SERVICES
$34,722.50
EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20251512 ENGINEERING SERVICES, PROFESSIONAL $5,530.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20251515 ENGINEERING SERVICES, PROFESSIONAL $440.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20251516 ENGINEERING SERVICES, PROFESSIONAL $5,045.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20251518 ENGINEERING SERVICES, PROFESSIONAL $660.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20251520 ENGINEERING SERVICES, PROFESSIONAL $440.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20251521 ENGINEERING SERVICES, PROFESSIONAL $220.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20251522 ENGINEERING SERVICES, PROFESSIONAL $2,520.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20251523 ENGINEERING SERVICES, PROFESSIONAL $4,017.50 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253428 ENGINEERING SERVICES, PROFESSIONAL $36,210.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253429 ENGINEERING SERVICES, PROFESSIONAL $440.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253430 ENGINEERING SERVICES, PROFESSIONAL $1,320.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253431 ENGINEERING SERVICES, PROFESSIONAL $4,435.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253432 ENGINEERING SERVICES, PROFESSIONAL $4,240.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253433 ENGINEERING SERVICES, PROFESSIONAL $2,010.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253434 ENGINEERING SERVICES, PROFESSIONAL $4,240.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253435 ENGINEERING SERVICES, PROFESSIONAL $14,714.04 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253436 ENGINEERING SERVICES, PROFESSIONAL $1,930.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253846 ENGINEERING SERVICES, PROFESSIONAL $34,390.00

Page 21 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3850 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253847 ENGINEERING SERVICES, PROFESSIONAL $1,150.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253848 ENGINEERING SERVICES, PROFESSIONAL $2,805.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253850 ENGINEERING SERVICES, PROFESSIONAL $2,470.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253851 ENGINEERING SERVICES, PROFESSIONAL $1,320.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253853 ENGINEERING SERVICES, PROFESSIONAL $1,255.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253854 ENGINEERING SERVICES, PROFESSIONAL $2,417.50 $168,941.54
3851 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20251519 ENGINEERING SERVICES, PROFESSIONAL $220.00 EFT 7/18/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253849 ENGINEERING SERVICES, PROFESSIONAL $220.00 $440.00
3852 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 30100990 70000 250298 025-516224 FINANCE SOFTWARE UPDATE - EPL $480.77 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 50200990 70000 250298 025-516224 FINANCE SOFTWARE UPDATE - EPL $393.35 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 30100990 70000 250298 025-518281 FINANCE SOFTWARE UPDATE - EPL

IMPLEMENTATION
$1,419.41
EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 50200990 70000 250298 025-518281 FINANCE SOFTWARE UPDATE - EPL

IMPLEMENTATION
$1,161.34
EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 22160410 59100 260043 025-518667 SUBSCRIPTION - EPL $26,243.50 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 30100990 70000 250298 045-527244 FINANCE SOFTWARE UPDATE $5,747.50 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 50200990 70000 250298 045-527244 FINANCE SOFTWARE UPDATE $4,702.50 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 30100990 70000 250298 045-527590 FINANCE SOFTWARE UPDATE $634.43 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 30100990 70000 250298 045-527590 FINANCE SOFTWARE UPDATE $691.19 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 50200990 70000 250298 045-527590 FINANCE SOFTWARE UPDATE $519.08 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 50200990 70000 250298 045-527590 FINANCE SOFTWARE UPDATE $565.51 EFT 7/18/2025 3621 TYLER TECHNOLOGIES INC 55330150 59100 260043 045-528298 SUBSCRIPTION - ERP $68,417.25 $110,975.83

Page 22 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3853 EFT 7/18/2025 543 TAS 10180700 59200 27549 City Branded hats $685.27 $685.27
3854 EFT 7/18/2025 5313 WATERSIDE INDUSTRIAL INC 10170560 56101 WSI4127 CHILLER TOWER CONTROLLER MANIFOLD $375.00 $375.00
3855 EFT 7/18/2025 3368 WILLDAN FINANCIAL SERVICES 10140200 59100 250510 010-61830 CONTINUING DISCLOSURES $2,950.00 EFT 7/18/2025 3368 WILLDAN FINANCIAL SERVICES 40100001 59100 250510 010-61830 CONTINUING DISCLOSURES $1,250.00 $4,200.00
3856 EFT 7/18/2025 159 YWCA 10190820 59100 250276 YWCA LFC JUNE 2025 LFC YWCA JUNE 2025 $500.00 $500.00
3857 EFT 7/18/2025 3845 JOSE M AMARO 10100001 42300 25172 Retiree Medical Reimbursement 2025 Q2 $648.00 EFT 7/18/2025 3845 JOSE M AMARO 50100001 42300 25172 Retiree Medical Reimbursement 2025 Q2 $252.00 $900.00
3858 EFT 7/18/2025 6477 CHRISTOPHER LUBBOCK 10100001 42300 25175 Retiree Medical Reimbursement 2025 Q2 $216.00 EFT 7/18/2025 6477 CHRISTOPHER LUBBOCK 50100001 42300 25175 Retiree Medical Reimbursement 2025 Q2 $84.00 $300.00
3859 EFT 7/18/2025 6825 DANA SIMPSON 92000000 20105 24480 Payroll Run 1 - Warrant 250706 SPOUSAL

GARNISHMENT
$100.00
$100.00
3860 EFT 7/18/2025 6331 JAMES DE MOND 10100001 42300 25173 Retiree Medical Reimbursement 2025 Q2 $864.00 EFT 7/18/2025 6331 JAMES DE MOND 50100001 42300 25173 Retiree Medical Reimbursement 2025 Q2 $336.00 $1,200.00
3861 EFT 7/18/2025 6447 MARTIN BARRETT 10100001 42300 25171 Retiree Medical Reimbursement 2025 Q2 $864.00 EFT 7/18/2025 6447 MARTIN BARRETT 50100001 42300 25171 Retiree Medical Reimbursement 2025 Q2 $336.00 $1,200.00

Page 23 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3862 EFT 7/18/2025 6115 MIDAMERICA ADMIN&RETIRE

SOLUTIONS
92000000 20103 24478 Payroll Run 1 - Warrant 250706 MIDAMERICA RETIRE
$5,486.54
$5,486.54
3863 EFT 7/18/2025 6115 MIDAMERICA ADMIN&RETIRE

SOLUTIONS
92000000 20101 24479 Payroll Run 1 - Warrant 250706 MIDAMERICA HRA
$500.00
$500.00
3864 EFT 7/18/2025 5072 PATRICIA SORENSEN 10100001 42300 25176 Retiree Medical Reimbursement 2025 Q2 $432.00 EFT 7/18/2025 5072 PATRICIA SORENSEN 50100001 42300 25176 Retiree Medical Reimbursement 2025 Q2 $168.00 $600.00
3865 EFT 7/18/2025 4284 TIMOTHY P. STAAB 10100001 42300 25177 Retiree Medical Reimbursement 2025 Q2 $648.00 EFT 7/18/2025 4284 TIMOTHY P. STAAB 50100001 42300 25177 Retiree Medical Reimbursement 2025 Q2 $252.00 $900.00
3866 EFT 7/18/2025 6929 STERLING HEALTH SERVICES, INC 92000000 20106 24481 HSA WITH HDHP MEDICAL PLAN STERLING

HEALTH HSA
$361.01
$361.01
3867 EFT 7/18/2025 3063 BRIAN SUMMERS 10100001 42300 25178 Retiree Medical Reimbursement 2025 Q2 $432.00 EFT 7/18/2025 3063 BRIAN SUMMERS 50100001 42300 25178 Retiree Medical Reimbursement 2025 Q2 $168.00 $600.00
3868 EFT 7/25/2025 6091 ADOPT A HWY LITTER REMOVAL SVC, LLC
10100000 13291 260045 302205 ADOPT A HIGHWAY LITTER REMOVAL $3,303.00 $3,303.00
3869 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 250548 SD5429 EMERGENCY REPAIR HR AC UNIT $5,633.66 $5,633.66
3870 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2956 JUNE MAINTENANCE MUSEUM $262.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2957 JUNE MAINTENANCE CITY HALL $1,368.00

Page 24 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3870 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2958 JUNE MAINTENACE CITY HALL $1,430.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2959 JUNE MAINT LIBRARY $1,510.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2960 JUNE MAINT LA FETRA $972.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2961 JUNE MAINT TRANSPORTATION BUILDING $279.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2962 JUNE MAINT YOUTH CENTER $252.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2963 JUNE MAINT LEGION BUILDING $426.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2964 JUNE MAINT LIBERTY HOUSE $145.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2965 JUNE MAINT TEEN CENTER $695.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2966 JUNE MAINT LOUIE POMPIE $145.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2967 JUNE MAINT PARKS YARD $158.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2968 JUNE MAINT WATER DEPART $236.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2969 JUNE MAINT OFFSITE WATER YARD $478.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 2970 JUNE MAINT SCOUT HUT $254.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 SD5465 SERVICE CALL TEEN CENTER $292.50 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 SD5477 JUNE MAINT CHAMBER OF COMMERCE $386.33 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 SD5481 JUNE MAINT POLICE DEPARTMENT $365.00 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 SD5495 SERVICE CALL POLICE DEPARTMENT $808.51 EFT 7/25/2025 1 AIR-EX AIR CONDITIONING INC. 10170560 59100 SD5496 SERVICE CALL WATER DEPARTMENT $290.00 $10,752.34
3871 EFT 7/25/2025 7 ALTA-FOODCRAFT INC. 10120100 59100 12531890 ALTA FOOD CRAFT CONTRACT $35.00 $35.00
3872 EFT 7/25/2025 6846 AMERINATIONAL COMMUNITY

SERVICES, LLC
10160420 59100 260053 25-4969 CONSULTING SERVICES $9,000.00 $9,000.00

Page 25 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3873 EFT 7/25/2025 6823 ANN MARIE VERNER 10190810 58300 SU25-WSF.1 Instructor Payment SU25 Session 1 $265.50 $265.50
3874 EFT 7/25/2025 5167 AZTECH ELEVATOR COMPANY 10170560 59100 AZ19623 MONTHLY SERVICE FEE LIBRARY $145.00 EFT 7/25/2025 5167 AZTECH ELEVATOR COMPANY 10170560 59100 AZ20007 MONTHLY ELEVATOR FEE $145.00 $290.00
3875 EFT 7/25/2025 6840 CASCIO CREATIVE CO. 10140200 59100 250119 CG-2025-9 DESIGN OF FORMS - EE HANDBOOK $0.00 EFT 7/25/2025 6840 CASCIO CREATIVE CO. 10140250 59100 250119 CG-2025-9 DESIGN OF FORMS - EE HANDBOOK $217.00 EFT 7/25/2025 6840 CASCIO CREATIVE CO. 50140200 59100 250119 CG-2025-9 DESIGN OF FORMS - EE HANDBOOK $0.00 EFT 7/25/2025 6840 CASCIO CREATIVE CO. 50140250 59100 250119 CG-2025-9 DESIGN OF FORMS - EE HANDBOOK $217.00 $434.00
3876 EFT 7/25/2025 5194 CHARTER COMMUNICATIONS

HOLDINGS,LLC
22315050 57060 188628501070125 Monthly Cable Bill $173.88 $173.88
3877 EFT 7/25/2025 5194 CHARTER COMMUNICATIONS

HOLDINGS,LLC
55330150 57055 188628701070125 LIBRARY INTERNET $1,699.00 EFT 7/25/2025 5194 CHARTER COMMUNICATIONS

HOLDINGS,LLC
55330150 57055 188628801062125 PD FIBER $335.35
EFT 7/25/2025 5194 CHARTER COMMUNICATIONS

HOLDINGS,LLC
55330150 57055 213493001070125 CITY HALL INTERNET $1,219.99 $3,254.34
3878 EFT 7/25/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10170560 59100 631347 RESTROOM SUPPLIES $83.16 EFT 7/25/2025 6831 CLEAN SWEEP SUPPLY CO., INC 10190810 56100 631364 Legion Janitorial Supplies $363.65 $446.81
3879 EFT 7/25/2025 6287 CYNTHIA ESTRADA HAEBE 10150330 59100 25-077 June 2025 Services $1,372.25 $1,372.25

Page 26 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3880 EFT 7/25/2025 6525 DE NOVO PLANNING GROUP 10150300 59100 923442 4778 LEGACY - SERVICES JUNE $2,017.90 EFT 7/25/2025 6525 DE NOVO PLANNING GROUP 22260400 59100 923442 4778 LEGACY - SERVICES JUNE $2,827.50 $4,845.40
3881 EFT 7/25/2025 2119 DEKRA-LITE INDUSTRIES INC 23190800 59100 260024 SO073219 BUS PLAZA TREE - 50% DEPOSIT $6,650.55 $6,650.55
3882 EFT 7/25/2025 6972 DISABILITY ACCESS CONSULTANTS,
LLC
30100990 70000 250475 25-211 DAC-ADA SELF-EVALUATION AND TRANSITION PLAN
$17,400.99
EFT 7/25/2025 6972 DISABILITY ACCESS CONSULTANTS,
LLC
50200990 70000 250475 25-211 DAC-ADA SELF-EVALUATION AND TRANSITION PLAN
$3,469.01
$20,870.00
3883 EFT 7/25/2025 2209 DOCU-TRUST 10140200 59100 250114 0056117 STORAGE - JULY $1.57 EFT 7/25/2025 2209 DOCU-TRUST 50140200 59100 250114 0056117 STORAGE - JULY $0.67 $2.24
3884 EFT 7/25/2025 3184 DUNN-EDWARDS CORPORATION 10170560 51400 2160A35149 PAINT SUPPLIES $361.06 $361.06
3885 EFT 7/25/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 260008 100008909 Dirt Camp Transportation 7.8.25 $1,036.04 EFT 7/25/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 260008 100008976 Dirt Camp Transportation 7.9.25 $1,036.04 EFT 7/25/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 260050 100008984 Teen Trips- Wild Rivers $1,141.80 EFT 7/25/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 260008 100009085 Dirt Camp Transportation 7.10.25 $1,036.04 EFT 7/25/2025 233 DURHAM SCHOOL SERVICES, L.P. 23190800 58240 260008 100009088 Dirt Camp Transportation 7.11.25 $1,036.04 $5,285.96
3886 EFT 7/25/2025 152 EBSCO INFORMATION SERVICES 10180730 51300 250497 0565623 LIBRARY AND SUBSCRIPTION SERVICES (INCLUDES RESEAR
$12,141.65
$12,141.65
3887 EFT 7/25/2025 592 FORENSIC NURSE SPECIALISTS INC. 10150330 59100 6302 SART Exam - 06/18/25 $1,300.00 $1,300.00

Page 27 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3888 EFT 7/25/2025 6824 Gayton & Sons Inc 23100990 70000 260058 9599-4504 PAINTING OF 410 E. DALTON AVE $39,140.00 $39,140.00
3889 EFT 7/25/2025 3947 GLENDORA AQUATICS INC 10190810 58300 SU25-GAS.4 Instructor Payment SU25 Session 3 $11,340.00 $11,340.00
3890 EFT 7/25/2025 11 GLENDORA CHAMBER OF COMMERCE 10120100 59100 260010 21427270 GLENDORA CHAMBER JULY INVOICE $2,083.33 $2,083.33
3891 EFT 7/25/2025 4426 GNA-BROOK FIRE PROTECTION INC. 10170560 59100 10020080 FIRE SPRINKLER SERVICE LOUIE POMPIE PARK $2,031.00 EFT 7/25/2025 4426 GNA-BROOK FIRE PROTECTION INC. 10170560 59100 10020201 FIRE HOSE REPAIR POLICE DEPARTMENT $1,845.75 $3,876.75
3892 EFT 7/25/2025 902 GRAINGER 10170560 56101 9555221143 ELECTRICAL PARTS $221.44 $221.44
3893 EFT 7/25/2025 14 H & L CHARTER CO., INC. 23190800 58240 260030 31996 TRANSPORTATION FOR DAY TRIP ON 07/11/2025
$1,427.50
$1,427.50
3894 EFT 7/25/2025 716 HACH COMPANY 50170640 53510 14566380 WATER DIV. - CHLORINE $541.67 $541.67
3895 EFT 7/25/2025 98 ICRMA 55040260 57410 4403 MEMBER CONTRIBUTION $250,570.00 EFT 7/25/2025 98 ICRMA 55140260 57411 4403 MEMBER CONTRIBUTION $1,662,209.00 EFT 7/25/2025 98 ICRMA 55140260 57412 4403 MEMBER CONTRIBUTION $661,609.00 EFT 7/25/2025 98 ICRMA 55140260 57411 4416 LIABILITY PROGRAM ASSESSMENT $118,133.02 $2,692,521.02
3896 EFT 7/25/2025 5947 INFOSEND, INC. 50140200 55340 289599 WATER BILLING MAILER $568.48 EFT 7/25/2025 5947 INFOSEND, INC. 30100990 70000 290473 SOFTWARE CONVERSION $1,000.00 $1,568.48

Page 28 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3897 EFT 7/25/2025 163 INLAND VALLEY HUMANE SOCIETY & 10150380 32507 250174 JUNE 2025 ANIMAL CARE CONTROL - JUNE 2025 ($9,125.00) EFT 7/25/2025 163 INLAND VALLEY HUMANE SOCIETY & 10150380 59135 250174 JUNE 2025 ANIMAL CARE CONTROL - JUNE 2025 $37,553.67 $28,428.67
3898 EFT 7/25/2025 1888 INTER-CON SECURITY SYSTEMS INC. 10150310 59100 250167 BD0545253 Parking Enforcement - June 2025 $22,606.08 $22,606.08
3899 EFT 7/25/2025 4184 JMD 10160400 45100 250202 022 (25-120) CONSULTING SERVICES - MAY $18,792.40 EFT 7/25/2025 4184 JMD 22260400 59100 250202 022 (25-120) CONSULTING SERVICES - MAY $4,698.10 $23,490.50
3900 EFT 7/25/2025 6566 JPW COMMUNICATIONS, INC 55330150 59100 250453 3683 COMMUNICATIONS AND MEDIA RELATED

SERVICES
$8,152.50
$8,152.50
3901 EFT 7/25/2025 2186 REGIONAL TAP SERVICE CENTER 23160430 58250 250154 GLENDORA07152025 TAP SALES REIMBURSEMENTS $961.85 $961.85
3902 EFT 7/25/2025 2548 LA VERNE POWER EQUIPMENT INC 10170580 51500 479061 Pole saw for tree trimming $85.28 $85.28
3903 EFT 7/25/2025 6714 LARISSA M JONES 23100990 70000 250540 INV0945 FLOOR COVERING, FLOOR COVERING

INSTALLATION AND RE
$25,544.73
$25,544.73
3904 EFT 7/25/2025 1286 MARIPOSA LANDSCAPES, INC. 10570580 59100 250145 114515 CITYWIDE LANDSCAPE MAINTENANCE - GUSD $31,883.75 $31,883.75
3905 EFT 7/25/2025 6807 NAVIANT, INC 10115030 59100 240271 00154063 CONSULTING SERVICES $150.00 $150.00
3906 EFT 7/25/2025 6892 ODP BUSINESS SOLUTIONS, LLC 50170600 51110 421218498001 PORTABLE MIRRORS REFUND ($86.60) EFT 7/25/2025 6892 ODP BUSINESS SOLUTIONS, LLC 50170600 51110 422052885001 CREDIT FOR MISSING ITEM ($34.23) EFT 7/25/2025 6892 ODP BUSINESS SOLUTIONS, LLC 10140200 51110 426825801001 THERMAL PAPER $38.49 EFT 7/25/2025 6892 ODP BUSINESS SOLUTIONS, LLC 50140200 51110 426825801001 THERMAL PAPER $38.49

Page 29 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3906 EFT 7/25/2025 6892 ODP BUSINESS SOLUTIONS, LLC 10190820 51110 427426146001 LFC ODP 07/01/2025 $9.42 EFT 7/25/2025 6892 ODP BUSINESS SOLUTIONS, LLC 50170600 51110 428825946002 WATER DIV - EMPLOYEE SPACE HEATER $79.23 EFT 7/25/2025 6892 ODP BUSINESS SOLUTIONS, LLC 10190810 51110 429708318001 Legion Office Supplies $70.64 EFT 7/25/2025 6892 ODP BUSINESS SOLUTIONS, LLC 10190820 51110 431049716001 LFC ODP 07/04/2025 $203.36 $318.80
3907 EFT 7/25/2025 1489 OFFICE SOLUTIONS 10160410 51110 I-02325243 WIPES. POST IT. CLEANER $132.63 $132.63
3908 EFT 7/25/2025 1810 OVERDRIVE, INC. 21680730 51300 01148CO25199840 CONTENT FOR THE PUBLIC $1,009.31 $1,009.31
3909 EFT 7/25/2025 2114 PLACEWORKS 22260400 59100 923471 COG-10.0 - 7 LEGACY - OBJECTIVE DESIGN STANDARDS - JUNE
$8,506.25
EFT 7/25/2025 2114 PLACEWORKS 28060400 59100 240282 COG-11.0 - 9 GLENDORA STATION AREA VISION PLAN - JUNE $1,894.75 EFT 7/25/2025 2114 PLACEWORKS 30100990 70000 250256 COG-12.0-9 CONSULTING SERVICES - PLACEWORKS SOUTH HILLS
$2,156.25
$12,557.25
3910 EFT 7/25/2025 4515 ANTON PLASIL 10190810 58300 SU25-TP.1 Instructor Payment - Session 1 $210.00 $210.00
3911 EFT 7/25/2025 273 SAN GABRIEL VALLEY COUNCIL OF

GOVERNMENTS
10120100 55400 260002 2611 San Gabriel Valley Council of Governments Membersh
$26,851.82
$26,851.82
3912 EFT 7/25/2025 23 SAN GABRIEL VALLEY EXAMINER 10150310 59100 GF062025 June Citywide Publications $77.00 EFT 7/25/2025 23 SAN GABRIEL VALLEY EXAMINER 10160400 55310 GF062025 June Citywide Publications $176.00 EFT 7/25/2025 23 SAN GABRIEL VALLEY EXAMINER 10160400 55310 GF062025 June Citywide Publications $275.00 EFT 7/25/2025 23 SAN GABRIEL VALLEY EXAMINER 25000990 70000 GF062025 June Citywide Publications $165.00 EFT 7/25/2025 23 SAN GABRIEL VALLEY EXAMINER 50170600 59100 GF062025 June Citywide Publications $77.00

Page 30 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3912 EFT 7/25/2025 23 SAN GABRIEL VALLEY EXAMINER 50170600 59100 GF062025 June Citywide Publications $77.00 $847.00
3913 EFT 7/25/2025 6864 SAN GABRIEL VALLEY REGIONAL

HOUSING TRUST
10160420 55400 260049 FY26-RHT-10 CONSULTING SERVICES $16,910.72 $16,910.72
3914 EFT 7/25/2025 370 R&R CUSTOM SIGNS 23100990 70000 260018 230280 SIGNS, SIGN MATERIALS, SIGN MAKING

EQUIPMENT, AND
$4,173.06
$4,173.06
3915 EFT 7/25/2025 1723 SPRAGUES READY MIX 25570520 56600 275003 SIDEWALK REPAIR ON VALLEY CENTER AVE $1,820.73 $1,820.73
3916 EFT 7/25/2025 2741 THYSSENKRUPP ELEVATOR CORP 10170560 59100 3008714714 ELEVATOR CITY HALL MAINTENANCE $113.90 EFT 7/25/2025 2741 THYSSENKRUPP ELEVATOR CORP 10170560 59100 3008714874 ELEVATOR MAINTNACE INVOICE $757.14 $871.04
3917 EFT 7/25/2025 6780 TRANSTECH ENGINEERS, INC 30170550 59100 250387 20253852 ENGINEERING SERVICES, PROFESSIONAL $170.00 $170.00
3918 EFT 7/25/2025 3621 TYLER TECHNOLOGIES INC 30100990 70000 250298 045-523297 FINANCE SOFTWARE UPDATE $4,840.00 EFT 7/25/2025 3621 TYLER TECHNOLOGIES INC 50200990 70000 250298 045-523297 FINANCE SOFTWARE UPDATE $3,960.00 EFT 7/25/2025 3621 TYLER TECHNOLOGIES INC 30100990 70000 250298 045-526691 FINANCE SOFTWARE UPDATE - ERP

IMPLEMENTATION
$3,069.00
EFT 7/25/2025 3621 TYLER TECHNOLOGIES INC 50200990 70000 250298 045-526691 FINANCE SOFTWARE UPDATE - ERP

IMPLEMENTATION
$2,511.00
$14,380.00
3919 EFT 7/25/2025 543 TAS 10160420 55320 27550 DALE PROJECT FLYER $271.34 EFT 7/25/2025 543 TAS 10160420 51110 27596 SUPPLY ORDER $265.80 $537.14

Page 31 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 3920 EFT 7/25/2025 2324 WALTERS WHOLESALE ELECTRIC CO 10170560 59100 S127743609.001 ELECTRICAL SUPPLIES $107.57 EFT 7/25/2025 2324 WALTERS WHOLESALE ELECTRIC CO 10170560 59100 S128185044.001 ELECTRICAL SUPPLY LIGHT FRAME $154.26 EFT 7/25/2025 2324 WALTERS WHOLESALE ELECTRIC CO 10170560 59100 S128185044.003 ELECTRICAL LIGHT FIXTURE PD $351.20 $613.03
3921 EFT 7/25/2025 232 WEST COAST ARBORISTS, INC. 10170580 59150 250143 230845 CITY WIDE TREE MAINTENANCE $303.90 $303.90
3922 EFT 7/25/2025 3368 WILLDAN FINANCIAL SERVICES 50140200 59100 010-62384 ARBITRAGE REBATE SVCS $500.00 $500.00
3923 EFT 7/25/2025 1524 XEROX CORPORATION 55330150 51560 250547 40524719 XEROX LEASING $5,098.07 $5,098.07
119150 Printed 7/4/2025 183 AT&T 55330150 57050 3312545632 JUNE 25 PD PHONES $67.75 Printed 7/4/2025 183 AT&T 55330150 57050 3393448383 JUNE 25 PD PHONES $580.53 $648.28
119151 Printed 7/4/2025 6469 BAKER & TAYLOR, LLC 10180730 51300 250195 2039142691 PUBLICATIONS, AUDIOVISUAL MATERIALS,

BOOKS, TEXTBO
$40.59
$40.59
119152 Printed 7/4/2025 889 CALIFORNIA PEACE OFFICERS' 10150300 55400 435340 Glendora PD - #201187 - Membership $1,785.00 $1,785.00
119153 Printed 7/4/2025 702 CHARTER OAK UNIFIED SCHOOL 23000990 70000 250508 FILE 4635.006 CHARTER OAK EASEMENT $10,860.50 $10,860.50
119154 Printed 7/4/2025 3398 DUDEK 10170580 59100 250111 202504903 URBAN FORSTRY UPDATE RELATED TO

MUNICIPAL CODES
$5,595.00
$5,595.00
119155 Printed 7/4/2025 4264 YOUNGBLOOD & ASSOCIATES 10150300 59100 2557A Polygraph - Sotelo $350.00 Printed 7/4/2025 4264 YOUNGBLOOD & ASSOCIATES 10150300 59100 2562A Polygraph - Lehotsky $350.00 Printed 7/4/2025 4264 YOUNGBLOOD & ASSOCIATES 10150300 59100 2563A Polygraph - Ramirez $350.00

Page 32 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119155 Printed 7/4/2025 4264 YOUNGBLOOD & ASSOCIATES 10150300 59100 2564A Polygraphs - DeVaughn and Boodaghian $700.00 $1,750.00
119156 Printed 7/4/2025 3858 FRONTIER 55330150 57050 2091885318 JUNE 25 CITYWIDE PHONES $13,361.52 $13,361.52
119157 Printed 7/4/2025 3750 GINO MUNOZ PRODUCTIONS 10190810 58100 Band Agreement- WK3 Concert in the Park- Sound for week 3 $600.00 $600.00
119158 Printed 7/4/2025 2553 HOLLIDAY ROCK CO., INC. 25570520 56600 1776186 ASPHALT STREET REPAIRS $707.92 $707.92
119159 Printed 7/4/2025 342 DEPARTMENT OF JUSTICE 10140250 59100 820149 Fingerprinting - May 2025 $654.00 Printed 7/4/2025 342 DEPARTMENT OF JUSTICE 10150360 59100 820149 Fingerprinting - May 2025 $294.00 $948.00
119160 Printed 7/4/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 070841 Police Patches $420.05 Printed 7/4/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071146 Name Tape, Patches, Buttons $94.30 Printed 7/4/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071192 Cam Uniforms $893.39 Printed 7/4/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071193 Cam Uniform Patch $64.84 Printed 7/4/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071203 Toscano Uniforms $172.27 Printed 7/4/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071208 Uniforms - Smith $87.24 Printed 7/4/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071213 Jimenez Uniforms $87.24 Printed 7/4/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071214 Ramos Uniforms $172.27 $1,991.60
119161 Printed 7/4/2025 115 COUNTY OF LOS ANGELES 23160430 59100 99041052501 CWIRS AC TELECOMMUNICATIONS $776.80 $776.80
119162 Printed 7/4/2025 6101 CONCENTRA MEDICAL CENTERS 10140250 59100 87096675 DOT Physical $135.00 $135.00

Page 33 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119163 Printed 7/4/2025 999999 ONE TIME VENDOR 10190800 34904 2000995.004 REFUND FOR RENTAL ON 06-21-2025 $300.00 $300.00
119164 Printed 7/4/2025 999999 ONE TIME VENDOR 10190810 36901 2011804.001 REFUND OF CREDIT ON ACCOUNT $400.00 $400.00
119165 Printed 7/4/2025 999999 ONE TIME VENDOR 10190810 36901 2011803.001 REFUND OF CREDIT ON ACCOUNT $100.00 $100.00
119166 Printed 7/4/2025 999999 ONE TIME VENDOR 10190800 34904 2000996.004 REFUND FOR RENTAL ON 06-22-2025 $300.00 $300.00
119167 Printed 7/4/2025 999999 ONE TIME VENDOR 10400000 22701 WMP23-0134 REFUND $7,340.25 $7,340.25
119168 Printed 7/4/2025 999999 ONE TIME VENDOR 10400000 22701 WMP23-0068 REFUND $3,651.52 $3,651.52
119169 Printed 7/4/2025 999999 ONE TIME VENDOR 10180710 36801 21CA Refund for Lost Book Ireland 33008001196373 $24.99 $24.99
119170 Printed 7/4/2025 999999 ONE TIME VENDOR 50170620 66010 961EJuanitaAve Conservation Rebate - Dishwasher $175.00 $175.00
119171 Printed 7/4/2025 999999 ONE TIME VENDOR 50170620 66010 1304BruningAve Conservation Rebate - Pool Cover $125.00 $125.00
119172 Printed 7/4/2025 182 RIO HONDO COLLEGE 10150300 59100 S25-225-ZGRA PAT - 5/4/2025 $343.19 $343.19
119173 Printed 7/4/2025 6535 SARAH KELLY 10190810 58100 Concert Week 3 Concerts in the Park- Band Week 3 $2,000.00 $2,000.00
119174 Printed 7/4/2025 25 SOCALGAS 10170580 57150 021 217 7500 7 05.25 GAS SERVICE / MAY $45.03

Page 34 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119174 Printed 7/4/2025 25 SOCALGAS 50170610 57150 113 718 2000 9 05.25 GAS SERVICE / MAY $120.66 $165.69
119175 Printed 7/4/2025 213 SOUTHERN CALIFORNIA EDISON 10150300 57100 700078595912 06.25 ELECTRIC UTILITY / JUN $690.75 Printed 7/4/2025 213 SOUTHERN CALIFORNIA EDISON 50170640 53150 700373809853 06.25 ELECTRIC UTILITY / JUN $2,620.65 $3,311.40
119176 Printed 7/4/2025 26 VERIZON CALIFORNIA 55330150 57051 6115915246 CITYWIDE CELLPHONES $6,169.89 Printed 7/4/2025 26 VERIZON CALIFORNIA 55330150 57051 6115915247 PD UNIT PHONES $1,623.65 Printed 7/4/2025 26 VERIZON CALIFORNIA 55330150 57051 6115915248 TRANSPORTATION CELLPHONES $343.77 $8,137.31
119177 Printed 7/4/2025 798 FRANCHISE TAX BOARD 92000000 20105 24043 Payroll Run 1 - Warrant 250622 FTB

GARNISHMENT
$50.00
$50.00
119178 Printed 7/4/2025 3383 JOEY GUTIERREZ 10100001 42300 24271 Medical Reimbursement 2025 Q1,Q2 $648.00 Printed 7/4/2025 3383 JOEY GUTIERREZ 50100001 42300 24271 Medical Reimbursement 2025 Q1,Q2 $252.00 $900.00
119179 Printed 7/11/2025 183 AT&T 10150300 51219 287309283967x6182025 First Net - June 2025 $48.23 $48.23
119180 Printed 7/11/2025 292 AZUSA LIGHT & WATER 50170640 53150 016-6043.300 JULY 25 E05236 - 6/1/25 TO 7/1/25 $89,192.83 $89,192.83
119181 Printed 7/11/2025 5659 BIG SKY ELECTRIC INC 50170640 59100 250053 25-005-06 FY 24-25 EMERGENCY ELECTRICAL SERVICES $5,475.00 $5,475.00
119182 Printed 7/11/2025 2232 CHARLES P. CROWLEY COMPANY, INC.
50170640 53150 250052 CSIV01249 FY 24-25 REPAIRS CHEMICAL FEED SYSTEM $8,831.87 $8,831.87

Page 35 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119183 Printed 7/11/2025 6534 MAMA SAID ENTERTAINMENT 10190810 58100 Band Agreement #5 Concerts in the Park Band- Week 5 $2,250.00 $2,250.00
119184 Printed 7/11/2025 6832 G.M. SAGER CONSTRUCTION CO., INC 50170630 59100 250538 44448 WATER DIV - ASPHALT PAVING MAINTENANCE & REPAIRS
$73,801.00
$73,801.00
119185 Printed 7/11/2025 3750 GINO MUNOZ PRODUCTIONS 10190810 58100 260005 Sound Agreement- #4 Concerts in the Park- Sound Vendor Week 5 $600.00 Printed 7/11/2025 3750 GINO MUNOZ PRODUCTIONS 10190810 58100 260005 Sound Agreement- #5 Concerts in the Park- Sound Vendor Week 5 $600.00 Printed 7/11/2025 3750 GINO MUNOZ PRODUCTIONS 10190810 58100 260005 Sound Agreement- #6 Concerts in the Park- Sound Vendor Week 6 $600.00 Printed 7/11/2025 3750 GINO MUNOZ PRODUCTIONS 10190810 58100 260005 Sound Agreement- #7 Concerts in the Park- Sound Vendor Week 7 $600.00 $2,400.00
119186 Void 7/11/2025 3326 L.A. COUNTY SANDBAGS 25570520 56600 25-M152309 sandbags for residents $2,366.25 $2,366.25
119187 Printed 7/11/2025 115 COUNTY OF LOS ANGELES 10150370 51750 250228 253214BL Inmate Meals - May 2025 $550.10 $550.10
119188 Printed 7/11/2025 2150 CHEMSEARCH 25570520 51500 9189337 YIELD AEROSOL, DOZEN $282.36 $282.36
119189 Printed 7/11/2025 999999 ONE TIME VENDOR 10160410 36604 BPC25-0055 PERMIT REFUND $495.79 $495.79
119190 Printed 7/11/2025 999999 ONE TIME VENDOR 50170620 66010 753EVirginiaAve Conservation Rebate - Pool Cover $125.00 $125.00
119191 Printed 7/11/2025 999999 ONE TIME VENDOR 10190800 34904 2001005.004 REFUND FOR RENTAL ON 06/28/2025 $300.00 $300.00
119192 Printed 7/11/2025 999999 ONE TIME VENDOR 10190800 34903 2001350.011 Legion Rental Deposit 6.28.25 $300.00 $300.00

Page 36 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119193 Printed 7/11/2025 999999 ONE TIME VENDOR 10190800 34904 2000989.004 RENTAL CANCELLATION REFUND 09/20/2025 $400.00 $400.00
119194 Printed 7/11/2025 999999 ONE TIME VENDOR 50170620 66010 829InvernessAve2 Conservation Rebate - Pool Cover $118.38 $118.38
119195 Printed 7/11/2025 999999 ONE TIME VENDOR 50170620 66010 733ELaurelAve Conservation Rebate - Dishwasher $175.00 $175.00
119196 Printed 7/11/2025 999999 ONE TIME VENDOR 50170620 66010 1331SBenderAve Conservation Rebate - Pool Cover $125.00 $125.00
119197 Printed 7/11/2025 999999 ONE TIME VENDOR 10190800 34904 2000993.004 RENTAL REFUND 06-08-2025 $225.00 $225.00
119198 Printed 7/11/2025 999999 ONE TIME VENDOR 10400000 22701 WMP25-0006 REFUND $5,939.95 $5,939.95
119199 Printed 7/11/2025 3566 POLLARD WATER 50170630 53520 0290186 CLAMPS - WATER DIV. $1,952.37 $1,952.37
119200 Printed 7/11/2025 7031 RIGHTEOUS & THE WICKED TRIBUTE 10190810 58100 Band Agreement #6 Concerts in the Park- Week 6 $2,250.00 $2,250.00
119201 Printed 7/11/2025 7030 ROBERT HERNANDEZ 10190810 58100 Band Agreement #4 Concerts in the Park- Week 4 $1,300.00 $1,300.00
119202 Printed 7/11/2025 1966 SOUTHEAST CONSTRUCTION 25570520 56600 2506-209580 METAL MORTAR PLAN BLUE 29"X29" $60.22 Printed 7/11/2025 1966 SOUTHEAST CONSTRUCTION 25570520 56600 2506-215724 3.5 GALLON CONCRETE SPRAYER, RED PWDRD CHALK
$508.58
$568.80
119203 Printed 7/11/2025 24 STANDARD INSURANCE COMPANY 92000000 20111 160759462.07.2025 Standard Vision Bill July 2025 $2,713.92 $2,713.92

Page 37 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119204 Printed 7/11/2025 224 STETSON ENGINEERS INC. 50170600 59100 250472 2836-01-2501 2025 ANNUAL ASSESSMENT WATER SUPPLY & DEMAND
$2,698.00
$2,698.00
119205 Printed 7/11/2025 2189 T-MOBILE USA, INC. 55330150 57051 998091690 JUNE 2025 CITY CELLPHONES $701.34 $701.34
119206 Printed 7/11/2025 6789 THE DREAMBOATS 10190810 58100 260006 Band Agreement #7 Concerts in the Park- Week 7 band $2,500.00 $2,500.00
119207 Printed 7/11/2025 1563 U.S. BANK CORPORATE PAYMENT 92200000 20045 0445555649874 MAY 25 CAL CARD PURCHASES / MAY $101,435.33 $101,435.33
119208 Printed 7/11/2025 3786 VCA CENTRAL ANIMAL HOSPITAL 10150310 51210 5760659106 Biba - 06 30 2025 $176.72 $176.72
119209 Printed 7/11/2025 179 VULCAN MATERIALS COMPANY 50170630 59100 250060 3784797 FY 24-25 BASE, SAND AND COLD MIX FOR

EMERGENCY REP
$1,791.28
$1,791.28
119232 Printed 7/18/2025 7017 21ST CENTURY PROPERTY

MANAGEMENT
50100000 22751 23362 UB 312106000 568 COLORADO $151.58
$151.58
119233 Printed 7/18/2025 6973 AMV PROPERTY MAINTENANCE LLC 30100990 70000 2509 PROPERTY MAINTENANCE $2,175.00 $2,175.00
119234 Void 7/18/2025 7019 ANNA M POOL 50100000 22751 23364 UB 411128000 854 JENIFER $25.73 $25.73
119235 Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674392789 DURALAST PLATINUM BATTERY $435.90 Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674392790 DURALAST PLATINUM BATTERY RETURN ($217.95) Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674392878 AUTOMOTIVE ACCESSORIES FOR AUTOMOBILES,

BUSES, TRA
$433.90

Page 38 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119235 Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674392879 DURALAST PLATINUM BATTERY $449.19 Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674392881 BATTERIES RETURN ($433.90) Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674393588 BATTERIES $673.46 Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674393595 2008 GMC TRUCK SIERRA 1500 2WD TAIL LAMP $84.97 Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674400509 AUTOMOTIVE ACCESSORIES FOR AUTOMOBILES,

BUSES, TRA
$122.99
Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674401119 SERIES 2250A SCHUMACHER JUMP STARTER $324.49 Printed 7/18/2025 4674 AUTOZONE STORES INC 55470530 51500 250016 03674406925 HIGH MILEAGE TRANSMISSION TREATMENT $106.90 $1,979.95
119236 Printed 7/18/2025 7035 BAGRAT KHATCHATOURIAN 50100000 11024 24283 UB 891041000 647 FOXBROOK $85.94 $85.94
119237 Printed 7/18/2025 7024 BALAJI SETHURAMASAMYRAJA 50100000 22751 23369 UB 401249000 136 BARRANCA $52.71 $52.71
119238 Void 7/18/2025 4946 BOA EXPRESS TAX 92000000 20100 24477 Payroll Run 1 - Warrant 250706 $173,159.94 $173,159.94
119239 Printed 7/18/2025 7025 BRITTANY ORDUNO 50100000 22751 23370 UB 642000000 835 BRADISH $127.27 $127.27
119240 Printed 7/18/2025 184 CPCA 10150300 55400 11637 Membership Dues - M. Randazzo $1,872.00 $1,872.00
119241 Printed 7/18/2025 6152 CALIFORNIA DEPT. OF TECHNOLOGY 55330150 59110 250542 DC2425112QX MICROSOFT LICENSES $254,468.78 $254,468.78
119242 Printed 7/18/2025 532 CALIFORNIA DEPT OF TAX FEE 10100000 20012 0-050-198-294 Q2 25 SALES AND USE TAX APR-JUN $1,931.00 Printed 7/18/2025 532 CALIFORNIA DEPT OF TAX FEE 10340200 59100 TF500682 TAX IMPLEMENTATION $3,130.57 $5,061.57

Page 39 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119243 Printed 7/18/2025 6239 SOUTHWEST HYDROTECH 50170640 59100 31725 JUNE 5, 2025 SERVICES FOR WATER DIV $2,069.37 $2,069.37
119244 Printed 7/18/2025 7026 DOLLAR GREEN STORE PLUS 50100000 22751 23371 UB 841027000 1750 GRAND $51.90 $51.90
119245 Printed 7/18/2025 7022 DOUGLAS CRAVEN 50100000 22751 23367 UB 411249000 905 DODSWORTH $32.41 $32.41
119246 Printed 7/18/2025 3407 ARROYO BACKGROUND

INVESTIGATIONS
10150300 59100 3697 Background - Lehotsky $2,025.00
Printed 7/18/2025 3407 ARROYO BACKGROUND

INVESTIGATIONS
10150300 59100 3698 background - Boodaghian $2,025.00
Printed 7/18/2025 3407 ARROYO BACKGROUND

INVESTIGATIONS
10150300 59100 3699 Background - Salas $2,025.00
$6,075.00
119247 Printed 7/18/2025 4264 YOUNGBLOOD & ASSOCIATES 10150300 59100 2569A Polygraph - Beadle $350.00 Printed 7/18/2025 4264 YOUNGBLOOD & ASSOCIATES 10150300 59100 2570A Polygraph - Lehotsky $350.00 Printed 7/18/2025 4264 YOUNGBLOOD & ASSOCIATES 10150300 59100 2573A Polygraph - Tino - Jailer $350.00 $1,050.00
119248 Printed 7/18/2025 798 FRANCHISE TAX BOARD 92000000 20105 24475 Payroll Run 1 - Warrant 250706 FTB

GARNISHMENT
$50.00
$50.00
119249 Printed 7/18/2025 3858 FRONTIER 55330150 57050 2091885318 JULY 2025 CITYWIDE PHONES $12,847.97 $12,847.97
119250 Printed 7/18/2025 970 GROSSENBACHER BROS., INC. 10150360 51110 49001 Police Notebooks $693.50 $693.50

Page 40 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119251 Printed 7/18/2025 7020 HAO LI 50100000 22751 23365 UB 841066000 417 NEWBURGH $109.12 $109.12
119252 Printed 7/18/2025 407 HDL COREN & CONE 10140200 59100 SIN050918 SALES TAX $2,149.34 Printed 7/18/2025 407 HDL COREN & CONE 10340200 59100 SIN050918 SALES TAX $557.90 $2,707.24
119253 Printed 7/18/2025 203 INDEPENDENT CITIES ASSOCIATION 10120100 55400 260001 1449 Independent Cities Association Membership $2,627.90 $2,627.90
119254 Printed 7/18/2025 6742 JOSE LUIS ZAVALA 10100001 59990 250470 GLEN006 AMUSEMENT, DECORATIONS, ENTERTAINMENT,

GIFTS, TOYS
$4,775.00
$4,775.00
119255 Printed 7/18/2025 342 DEPARTMENT OF JUSTICE 10150360 32506 07 14 2025 CCW Renewal Fees - 10 Applicants $520.00 $520.00
119256 Printed 7/18/2025 7016 KATHLEEN C CUCCIA 50100000 22751 23361 UB 201048000 135 WABASH $25.57 $25.57
119257 Printed 7/18/2025 7016 KATHLEEN C CUCCIA 50100000 22751 23374 UB 201049000 121 WABASH $40.77 $40.77
119258 Printed 7/18/2025 7023 KATHY KEEGAN 50100000 22751 23368 UB 212034000 961 BENNETT $59.28 $59.28
119259 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071231 Uniforms - Valdivia $363.27 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071232 Uniforms - Molina $363.27 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071233 Uniforms - Herrera $352.22 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071235 Uniforms - Garcia $113.70 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071236 Pants - Lopez $113.70 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071238 Uniforms - Valdivia $212.49

Page 41 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119259 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071239 Uniforms - Herrera $208.07 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071241 Uniforms - Lopez $385.31 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071242 Uniforms - Garcia $385.31 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071243 Uniforms - Molina $198.68 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071265 Pants - Davis $44.14 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071268 Sew On - Verduzco $12.00 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071269 embroidery - garcia $64.00 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071270 Embroidery - Lopez $64.00 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071271 Embroidery - Reyes $56.00 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071272 Embroidery - Gaudet $56.00 Printed 7/18/2025 856 KEYSTONE UNIFORM DEPOT 10150300 59200 250160 071273 Sew On - 15 $60.00 $3,052.16
119260 Printed 7/18/2025 1666 LACPCA 10150300 55600 M Randazzo 2025 Strategic Planning Workshop $300.00 $300.00
119261 Printed 7/18/2025 7041 MARIO I MORENO 50100000 11024 25148 UB 903260400 1350 CANDISH $5,584.49 $5,584.49
119262 Printed 7/18/2025 7033 MICHAEL HOROWITZ 50100000 11024 24281 UB 561129000 1226 ADA $109.04 $109.04
119263 Printed 7/18/2025 3000 O'REILLY AUTO PARTS 55470530 51500 250018 3123-111307 AUTOMOTIVE ACCESSORIES FOR AUTOMOBILES,

BUSES, TRA
($21.91)
Printed 7/18/2025 3000 O'REILLY AUTO PARTS 55470530 51500 250018 3123-118930 AIR FILTER $19.76 Printed 7/18/2025 3000 O'REILLY AUTO PARTS 55470530 51500 250018 3123-119424 DOOR ROD CLIPS $8.26 Printed 7/18/2025 3000 O'REILLY AUTO PARTS 55470530 51500 250018 3123-119603 ADAPTER KIT $19.92 $26.03

Page 42 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119264 Printed 7/18/2025 999999 ONE TIME VENDOR 10180710 36801 22CA Refund for lost book Minecraft 33008010042087 $5.99 $5.99
119265 Printed 7/18/2025 999999 ONE TIME VENDOR 10100000 22613 B21-0805 PERMIT REFUND $4.84 Printed 7/18/2025 999999 ONE TIME VENDOR 10100000 22614 B21-0805 PERMIT REFUND $2.00 Printed 7/18/2025 999999 ONE TIME VENDOR 10160410 32601 B21-0805 PERMIT REFUND $861.72 Printed 7/18/2025 999999 ONE TIME VENDOR 10160410 36606 B21-0805 PERMIT REFUND $26.13 Printed 7/18/2025 999999 ONE TIME VENDOR 22160410 36602 B21-0805 PERMIT REFUND $113.91 Printed 7/18/2025 999999 ONE TIME VENDOR 22260400 36607 B21-0805 PERMIT REFUND $136.69 $1,145.29
119266 Printed 7/18/2025 999999 ONE TIME VENDOR 10400000 22701 WMP25-0052 REFUND $3,776.00 $3,776.00
119267 Printed 7/18/2025 999999 ONE TIME VENDOR 10190800 34903 2001342.011 LEGION BUILDING RENTAL REFUND $300.00 $300.00
119268 Printed 7/18/2025 999999 ONE TIME VENDOR 10400000 22701 WMP25-0053 PERMIT REFUND $4,378.40 $4,378.40
119269 Printed 7/18/2025 999999 ONE TIME VENDOR 10190810 36902 2011835.001 REFUND OF CREDIT ON ACCOUNT $194.00 $194.00
119270 Printed 7/18/2025 999999 ONE TIME VENDOR 10400000 22701 WMP24-0110 REFUND $3,976.71 $3,976.71
119271 Printed 7/18/2025 2784 SEQUOIA PACIFIC SOLAR I, LLC 24090830 57100 37743981 SOLAR SERVICE / JUNE 2025 $1,298.39 $1,298.39
119272 Printed 7/18/2025 7034 PHO EVERYDAY 50100000 11024 24282 UB 641264600 1832 ROUT66 UNIT C $39.90 $39.90

Page 43 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119273 Printed 7/18/2025 4474 PRES-TECH, PRES TECH EQUIPMENT 50170630 53520 INV-001301 OD Range SS1 $2,282.23 $2,282.23
119274 Printed 7/18/2025 7021 RAFAEL VAZQUEZ 50100000 22751 23366 UB 882150000 1513 PINKERTON $110.61 $110.61
119275 Printed 7/18/2025 5289 PARTY XTREME 10190810 58100 5613 Laser Tag for Ultimate Game Night on 7/19 $500.00 $500.00
119276 Printed 7/18/2025 266 SAM'S CLUB/SYNCHRONY BANK 10190800 51750 SAMS-7/7/25 SAM'S CLUB CARD - JULY 2025 $53.54 Printed 7/18/2025 266 SAM'S CLUB/SYNCHRONY BANK 23160430 51200 SAMS-7/7/25 SAM'S CLUB CARD - JULY 2025 $44.26 $97.80
119277 Printed 7/18/2025 1399 SCMAF-SAN GABRIEL VALLEY 10190830 58230 032125GLEDNORA Girls Basketball SCMAF Tournament $260.00 $260.00
119278 Printed 7/18/2025 7029 SENLIN WANG 50100000 22751 23375 UB 561181000 1156 EFFEN $14.18 $14.18
119279 Printed 7/18/2025 212 PECK ROAD GRAVEL 25570520 56600 879301 SPOILS DUMP $460.00 $460.00
119280 Printed 7/18/2025 25 SOCALGAS 10190810 57150 010 818 4100 7 06.25 GAS SERVICE / JUN $132.48 Printed 7/18/2025 25 SOCALGAS 10170580 57150 021 217 7500 7 06.25 GAS SERVICE / JUN $21.06 Printed 7/18/2025 25 SOCALGAS 23160430 57150 067 577 0039 5 06.25 GAS SERVICE / JUN $76.60 Printed 7/18/2025 25 SOCALGAS 10150300 57150 082 218 3000 6 06.25 GAS SERVICE / JUN $124.82 Printed 7/18/2025 25 SOCALGAS 10180700 57150 082 218 3000 6 06.25 GAS SERVICE / JUN $469.29 Printed 7/18/2025 25 SOCALGAS 10180740 57150 082 218 3000 6 06.25 GAS SERVICE / JUN $29.95 Printed 7/18/2025 25 SOCALGAS 10150300 57150 084 318 3000 2 06.25 GAS SERVICE / JUN $3,420.98 Printed 7/18/2025 25 SOCALGAS 10190810 57150 090 618 4900 7 06.25 GAS SERVICE / JUN $20.75 Printed 7/18/2025 25 SOCALGAS 55470530 57150 105 217 8300 0 05.25 GAS SERVICE / MAY $51.40

Page 44 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119280 Printed 7/18/2025 25 SOCALGAS 55470530 57150 105 217 8300 0 06.25 GAS SERVICE / JUN $46.50 Printed 7/18/2025 25 SOCALGAS 50170610 57150 113 718 2000 9 06.25 GAS SERVICE / JUN $90.35 Printed 7/18/2025 25 SOCALGAS 10170560 57150 157 870 5340 2 06.25 GAS SERVICE / JUN $19.03 Printed 7/18/2025 25 SOCALGAS 50170560 57150 157 870 5340 2 06.25 GAS SERVICE / JUN $6.01 Printed 7/18/2025 25 SOCALGAS 10190810 57150 172 518 4900 0 06.25 GAS SERVICE / JUN $46.53 $4,555.75
119281 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170500 57120 700012556591 06.25 ELECTRIC UTILITY / JUN $99.26 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170500 57120 700043404110.1 06.25 ELECTRIC UTILITY / JUN $60.45 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170500 57120 700044746144 06.25 ELECTRIC UTILITY / JUN $91.82 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170580 57100 700105419240 06.25 ELECTRIC UTILITY / JUN $3,280.31 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 50170640 53150 700115006779 06.25 ELECTRIC UTILITY / JUN $15.55 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 23160430 57100 700186875190 06.25 ELECTRIC UTILITY / JUN $203.06 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 23160430 57100 700188418302 06.25 ELECTRIC UTILITY / JUN $3,459.65 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170500 57120 700204872330.1 06.25 ELECTRIC UTILITY / JUN $38.08 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170500 57120 700311071869.1 06.25 ELECTRIC UTILITY / JUN $34.38 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 20170520 57110 700382717584 06.25 ELECTRIC UTILTIY / JUN $34,892.37 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 25570520 57110 700382717584 06.25 ELECTRIC UTILTIY / JUN $8,723.09 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170500 57120 700434430409 06.25 ELECTRIC UTILITY / JUN $78.32 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 25570520 57110 700483746320 06.25 ELECTRIC UTILITY / JUN $15.44 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 50170630 57100 700483790372 06.25 ELECTRIC UTILITY / JUN $14.18 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 50170640 53150 700485998740 06.25 ELECTRIC UTILITY / JUN $21.77 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170580 57100 700544079108.1 06.25 ELECTRIC UTILITY / JUN $442.13 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 25570580 57100 700544079108.1 06.25 ELECTRIC UTILITY / JUN $442.13 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10150300 57100 700544090222 05.25 ELECTRIC UTILITY / MAY $8,529.61 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170560 57100 700544090222 05.25 ELECTRIC UTILITY / MAY $2,240.75

Page 45 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119281 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170580 57100 700544090222 05.25 ELECTRIC UTILITY / MAY $15.65 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10180700 57100 700544090222 05.25 ELECTRIC UTILITY / MAY $6,111.57 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10180740 57100 700544090222 05.25 ELECTRIC UTILITY / MAY $390.11 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 25570520 57110 700544090222 05.25 ELECTRIC UTILITY / MAY $161.95 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 50170560 57100 700544090222 05.25 ELECTRIC UTILITY / MAY $710.62 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 50170630 57100 700544090222 05.25 ELECTRIC UTILITY / MAY $214.86 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 55470530 57100 700544090222 05.25 ELECTRIC UTILITY / MAY $1,228.09 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 50170640 53150 700544140843 06.25 ELECTRIC UTILITY / JUN $44,161.09 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170580 57100 700544149331 06.25 ELECTRIC UTILITY / JUN $7,967.95 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 20370580 54001 700544149331 06.25 ELECTRIC UTILITY / JUN $14.94 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 20370580 54002 700544149331 06.25 ELECTRIC UTILITY / JUN $14.85 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 20370580 54004 700544149331 06.25 ELECTRIC UTILITY / JUN $14.54 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 50170640 53150 700563209932 06.25 ELECTRIC UTILITY / JUN $36.70 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170580 57100 700576803975.1 06.25 ELECTRIC UTILITY / JUN $14.14 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 50170640 53150 700576818830 06.25 ELECTRIC UTILITY / JUN $16.27 Printed 7/18/2025 213 SOUTHERN CALIFORNIA EDISON 10170500 57120 700597856211 06.25 ELECTRIC UTILITY / JUN $89.96 $123,845.64
119282 Printed 7/18/2025 7028 SOUTHLAND PROPERTIES 50100000 22751 23373 UB 124160000 305 WESTRIDGE $48.69 $48.69
119283 Printed 7/18/2025 224 STETSON ENGINEERS INC. 50170600 59100 2740-04-018 WATER DIV. 2025 RRP & ERP $1,055.00 Printed 7/18/2025 224 STETSON ENGINEERS INC. 50170600 59100 2740-04-019 WATER DIV. 2025 RRP & ERP MAY 2025 $2,259.50 $3,314.50
119284 Printed 7/18/2025 7027 TIFFANY/MAXWELL HEWITT 50100000 22751 23372 UB 902091000 1126 RENWICK $56.64 $56.64

Page 46 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119285 Printed 7/18/2025 3552 TOP BILLING ENTERTAINMENT 10190810 58300 SU25-TBE.2 Instructor Payment Session 2 $750.00 $750.00
119286 Printed 7/18/2025 2165 TRANSPORTATION CONCEPTS 23160430 59145 250102 513-0625 TRANSIT OPERATIONS AND MAINTENANCE $64,523.29 $64,523.29
119287 Printed 7/18/2025 3860 TRANSUNION RISK & ALTERNATIVE 10150330 59100 2677112-202506-1 June 2025 Services $96.20 $96.20
119288 Printed 7/18/2025 1563 U.S. BANK CORPORATE PAYMENT 92200000 20045 0445555649874 JUN 25 CAL CARD PURCHASES / JUNE $107,108.59 $107,108.59
119289 Printed 7/18/2025 886 UNIFIRST CORPORATION 50170630 51200 L100783 FIRST AID SUPPLIES - WATER DIV. $119.23 $119.23
119290 Printed 7/18/2025 3786 VCA CENTRAL ANIMAL HOSPITAL 10150310 51210 5760659152 K9 Biba - Fecal Screening $46.97 $46.97
119291 Printed 7/18/2025 179 VULCAN MATERIALS COMPANY 50170630 59100 250060 3664875 IRWINDALE HMA - JUNE 16, 2025 $2,774.36 Printed 7/18/2025 179 VULCAN MATERIALS COMPANY 50170630 59100 250060 3871408 FY 24-25 BASE, SAND AND COLD MIX FOR

EMERGENCY REP
$1,725.35
Printed 7/18/2025 179 VULCAN MATERIALS COMPANY 50170630 59100 250060 3871423 FY 24-25 BASE, SAND AND COLD MIX FOR

EMERGENCY REP
$2,368.30
$6,868.01
119292 Printed 7/18/2025 7018 WELLS FARGO 50100000 22751 23363 UB 402188000 605 ROUTE 66 $187.81 $187.81
119293 Printed 7/18/2025 7032 YAN XIE 50100000 11024 24280 UB 402137000 151 ROUTE 66 $129.72 $129.72
119294 Printed 7/18/2025 6839 MATTHEW EGAN 10100001 42300 25174 Retiree Medical Reimbursement 2025 Q2 $864.00 Printed 7/18/2025 6839 MATTHEW EGAN 50100001 42300 25174 Retiree Medical Reimbursement 2025 Q2 $336.00 $1,200.00

Page 47 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119295 Printed 7/25/2025 183 AT&T 10150300 51219 287309283967x7182025 First Net - July 2025 $48.23 $48.23
119296 Printed 7/25/2025 184 CPCA 10150300 55610 12588 WLLE 2025 - L. Taylor & K. Dargel $1,150.00 $1,150.00
119297 Printed 7/25/2025 3040 CALIFORNIA ASSOCIATION FOR 10160420 55400 300006224 MEMBERSHIP $800.00 $800.00
119298 Printed 7/25/2025 3538 CALIFORNIA CONTRACT CITIES 10120100 55400 260047 515839 CALIFORNIA CONTRACT CITIES MEMBERSHIP DUES
$7,200.00
$7,200.00
119299 Printed 7/25/2025 7039 CALIFORNIA STATE UNIVERSITY LONG

BEACH RESEARCH
10150300 55610 3540 FTP/SAC Farino $447.00
$447.00
119300 Printed 7/25/2025 127 CINTAS CORPORATION 50170610 59200 250416 4229874599 RENTAL OR LEASE SERVICES OF CLOTHING $272.91 Printed 7/25/2025 127 CINTAS CORPORATION 50170630 59200 250416 4229874599 RENTAL OR LEASE SERVICES OF CLOTHING $272.91 Printed 7/25/2025 127 CINTAS CORPORATION 50170640 59200 250416 4229874599 RENTAL OR LEASE SERVICES OF CLOTHING $272.92 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4229874599 RENTAL OR LEASE SERVICES OF CLOTHING $48.00 Printed 7/25/2025 127 CINTAS CORPORATION 10170580 59200 250416 4230672053 RENTAL OR LEASE SERVICES OF CLOTHING $117.22 Printed 7/25/2025 127 CINTAS CORPORATION 25570520 59200 250416 4230672053 RENTAL OR LEASE SERVICES OF CLOTHING $117.23 Printed 7/25/2025 127 CINTAS CORPORATION 50170520 59200 250416 4230672053 RENTAL OR LEASE SERVICES OF CLOTHING $117.23 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4230672053 RENTAL OR LEASE SERVICES OF CLOTHING $12.00 Printed 7/25/2025 127 CINTAS CORPORATION 50170610 59200 250416 4230672421 RENTAL OR LEASE SERVICES OF CLOTHING $272.91 Printed 7/25/2025 127 CINTAS CORPORATION 50170630 59200 250416 4230672421 RENTAL OR LEASE SERVICES OF CLOTHING $272.91 Printed 7/25/2025 127 CINTAS CORPORATION 50170640 59200 250416 4230672421 RENTAL OR LEASE SERVICES OF CLOTHING $272.92 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4230672421 RENTAL OR LEASE SERVICES OF CLOTHING $48.00 Printed 7/25/2025 127 CINTAS CORPORATION 10170580 59200 250416 4231395385 RENTAL OR LEASE SERVICES OF CLOTHING $92.95

Page 48 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119300 Printed 7/25/2025 127 CINTAS CORPORATION 25570520 59200 250416 4231395385 RENTAL OR LEASE SERVICES OF CLOTHING $92.96 Printed 7/25/2025 127 CINTAS CORPORATION 50170520 59200 250416 4231395385 RENTAL OR LEASE SERVICES OF CLOTHING $92.96 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4231395385 RENTAL OR LEASE SERVICES OF CLOTHING $12.00 Printed 7/25/2025 127 CINTAS CORPORATION 50170610 59200 250416 4231395594 RENTAL OR LEASE SERVICES OF CLOTHING $272.91 Printed 7/25/2025 127 CINTAS CORPORATION 50170630 59200 250416 4231395594 RENTAL OR LEASE SERVICES OF CLOTHING $272.91 Printed 7/25/2025 127 CINTAS CORPORATION 50170640 59200 250416 4231395594 RENTAL OR LEASE SERVICES OF CLOTHING $272.92 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4231395594 RENTAL OR LEASE SERVICES OF CLOTHING $48.00 Printed 7/25/2025 127 CINTAS CORPORATION 10170580 59200 250416 4232071109 RENTAL OR LEASE SERVICES OF CLOTHING $92.95 Printed 7/25/2025 127 CINTAS CORPORATION 25570520 59200 250416 4232071109 RENTAL OR LEASE SERVICES OF CLOTHING $92.96 Printed 7/25/2025 127 CINTAS CORPORATION 50170520 59200 250416 4232071109 RENTAL OR LEASE SERVICES OF CLOTHING $92.96 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4232071109 RENTAL OR LEASE SERVICES OF CLOTHING $12.00 Printed 7/25/2025 127 CINTAS CORPORATION 50170610 59200 250416 4232071557 RENTAL OR LEASE SERVICES OF CLOTHING $268.18 Printed 7/25/2025 127 CINTAS CORPORATION 50170630 59200 250416 4232071557 RENTAL OR LEASE SERVICES OF CLOTHING $268.19 Printed 7/25/2025 127 CINTAS CORPORATION 50170640 59200 250416 4232071557 RENTAL OR LEASE SERVICES OF CLOTHING $268.19 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4232071557 RENTAL OR LEASE SERVICES OF CLOTHING $48.00 Printed 7/25/2025 127 CINTAS CORPORATION 10170580 59200 250416 4232874685 RENTAL OR LEASE SERVICES OF CLOTHING $98.28 Printed 7/25/2025 127 CINTAS CORPORATION 25570520 59200 250416 4232874685 RENTAL OR LEASE SERVICES OF CLOTHING $98.28 Printed 7/25/2025 127 CINTAS CORPORATION 50170520 59200 250416 4232874685 RENTAL OR LEASE SERVICES OF CLOTHING $98.29 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4232874685 RENTAL OR LEASE SERVICES OF CLOTHING $12.30 Printed 7/25/2025 127 CINTAS CORPORATION 50170610 59200 250416 4232874951 RENTAL OR LEASE SERVICES OF CLOTHING $273.77 Printed 7/25/2025 127 CINTAS CORPORATION 50170630 59200 250416 4232874951 RENTAL OR LEASE SERVICES OF CLOTHING $273.77 Printed 7/25/2025 127 CINTAS CORPORATION 50170640 59200 250416 4232874951 RENTAL OR LEASE SERVICES OF CLOTHING $273.78 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4232874951 RENTAL OR LEASE SERVICES OF CLOTHING $49.20 Printed 7/25/2025 127 CINTAS CORPORATION 10170580 59200 250416 4233616432 RENTAL OR LEASE SERVICES OF CLOTHING $161.61 Printed 7/25/2025 127 CINTAS CORPORATION 25570520 59200 250416 4233616432 RENTAL OR LEASE SERVICES OF CLOTHING $161.61

Page 49 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119300 Printed 7/25/2025 127 CINTAS CORPORATION 50170520 59200 250416 4233616432 RENTAL OR LEASE SERVICES OF CLOTHING $161.61 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4233616432 RENTAL OR LEASE SERVICES OF CLOTHING $12.30 Printed 7/25/2025 127 CINTAS CORPORATION 50170610 59200 250416 4233616649 RENTAL OR LEASE SERVICES OF CLOTHING $336.08 Printed 7/25/2025 127 CINTAS CORPORATION 50170630 59200 250416 4233616649 RENTAL OR LEASE SERVICES OF CLOTHING $336.08 Printed 7/25/2025 127 CINTAS CORPORATION 50170640 59200 250416 4233616649 RENTAL OR LEASE SERVICES OF CLOTHING $336.08 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4233616649 RENTAL OR LEASE SERVICES OF CLOTHING $49.20 Printed 7/25/2025 127 CINTAS CORPORATION 10170580 59200 250416 4234284839 RENTAL OR LEASE SERVICES OF CLOTHING $118.71 Printed 7/25/2025 127 CINTAS CORPORATION 25570520 59200 250416 4234284839 RENTAL OR LEASE SERVICES OF CLOTHING $118.71 Printed 7/25/2025 127 CINTAS CORPORATION 50170520 59200 250416 4234284839 RENTAL OR LEASE SERVICES OF CLOTHING $118.72 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4234284839 RENTAL OR LEASE SERVICES OF CLOTHING $12.30 Printed 7/25/2025 127 CINTAS CORPORATION 50170610 59200 250416 4234285272 RENTAL OR LEASE SERVICES OF CLOTHING $102.29 Printed 7/25/2025 127 CINTAS CORPORATION 50170630 59200 250416 4234285272 RENTAL OR LEASE SERVICES OF CLOTHING $912.48 Printed 7/25/2025 127 CINTAS CORPORATION 50170640 59200 250416 4234285272 RENTAL OR LEASE SERVICES OF CLOTHING $416.12 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4234285272 RENTAL OR LEASE SERVICES OF CLOTHING $301.02 Printed 7/25/2025 127 CINTAS CORPORATION 10170580 59200 250416 4235055102 RENTAL OR LEASE SERVICES OF CLOTHING $94.37 Printed 7/25/2025 127 CINTAS CORPORATION 25570520 59200 250416 4235055102 RENTAL OR LEASE SERVICES OF CLOTHING $94.38 Printed 7/25/2025 127 CINTAS CORPORATION 50170520 59200 250416 4235055102 RENTAL OR LEASE SERVICES OF CLOTHING $94.38 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 250416 4235055102 RENTAL OR LEASE SERVICES OF CLOTHING $12.30 Printed 7/25/2025 127 CINTAS CORPORATION 10170560 59100 260038 4235922075 LAUNDRY AND CLEANING SERVICES - M&O $8.37 Printed 7/25/2025 127 CINTAS CORPORATION 10170580 59200 260038 4235922075 LAUNDRY AND CLEANING SERVICES - M&O $34.98 Printed 7/25/2025 127 CINTAS CORPORATION 23470580 59200 260038 4235922075 LAUNDRY AND CLEANING SERVICES - M&O $9.99 Printed 7/25/2025 127 CINTAS CORPORATION 25570520 59200 260038 4235922075 LAUNDRY AND CLEANING SERVICES - M&O $146.49 Printed 7/25/2025 127 CINTAS CORPORATION 50170520 59200 260038 4235922075 LAUNDRY AND CLEANING SERVICES - M&O $39.74 Printed 7/25/2025 127 CINTAS CORPORATION 55470530 59200 260038 4235922075 LAUNDRY AND CLEANING SERVICES - M&O $54.86 $9,820.65

Page 50 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119301 Printed 7/25/2025 378 CITRUS COLLEGE 10150310 32505 alarm refund 7 15 25 Alarm Refund - 51696 $100.00 $100.00
119302 Printed 7/25/2025 6587 DOORKING INC 50170600 59100 2541338 WATER YARD FRONT GATE PHONE ACCESS $45.95 $45.95
119303 Printed 7/25/2025 1279 EWING IRRIGATION PRODUCTS, INC. 10170580 51500 2642284 IRRIGATION REPAIR SUPPLIES $536.95 $536.95
119304 Printed 7/25/2025 302 HILLYARD/LOS ANGELES 10190810 56100 605881523 Legion Floor Maintenance Supply $538.38 $538.38
119305 Printed 7/25/2025 2553 HOLLIDAY ROCK CO., INC. 25570520 56600 1781223 asphalt repair on Myrtle $1,022.55 $1,022.55
119306 Printed 7/25/2025 7006 JACOB GREEN AND ASSOCIATES, INC 10120100 59100 250514 3027 Organization Assessment $9,656.00 $9,656.00
119307 Printed 7/25/2025 115 COUNTY OF LOS ANGELES 23160430 59100 99041062501 SERVICES FROM JUNE 1-JUNE 30, 2025 $776.80 $776.80
119308 Printed 7/25/2025 115 COUNTY OF LOS ANGELES 10150370 51750 250228 253580BL Inmate Meals - June 2025 $430.32 $430.32
119309 Printed 7/25/2025 115 COUNTY OF LOS ANGELES 10160400 55310 NOE - TOCTAP NOE; TOCTAP CEQA $75.00 $75.00
119310 Printed 7/25/2025 999999 ONE TIME VENDOR 10180710 36801 23CA Refund for lost book Get the Scoop 33008008925608
$6.99
$6.99
119311 Printed 7/25/2025 999999 ONE TIME VENDOR 10150310 32505 barajas 07 15 2025 Alarm Refund 50637 $50.00 $50.00

Page 51 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119312 Printed 7/25/2025 999999 ONE TIME VENDOR 10190800 34903 2001353.011 Legion Rental 7.19.25 Deposit Refund $300.00 $300.00
119313 Printed 7/25/2025 999999 ONE TIME VENDOR 10190810 36902 2011875.001 REFUND OF CREDIT ON FILE $100.00 $100.00
119314 Printed 7/25/2025 999999 ONE TIME VENDOR 10150310 32505 Elwood Apts 07 15 25 Alarm Refund 54949 $35.00 $35.00
119315 Printed 7/25/2025 999999 ONE TIME VENDOR 50170620 66010 127VerdugoAve Conservation Rebate - Pool Cover $125.00 $125.00
119316 Printed 7/25/2025 999999 ONE TIME VENDOR 50170620 66010 1518SWabashSt Conservation Rebate - Pool Cover $125.00 $125.00
119317 Printed 7/25/2025 999999 ONE TIME VENDOR 10190810 36902 2011865.001 REFUND FOR CLASS $250.00 $250.00
119318 Printed 7/25/2025 999999 ONE TIME VENDOR 50170620 66010 643ENorthridgeAve Conservation Rebate - Pool Cover $125.00 $125.00
119319 Printed 7/25/2025 999999 ONE TIME VENDOR 10150310 32505 Mangini 7 15 2025 Alarm Refunds - 53899 53897 53898 $116.43 $116.43
119320 Printed 7/25/2025 999999 ONE TIME VENDOR 10150310 32505 Zhong 07 15 2025 Alarm Refund 50568 $50.00 $50.00
119321 Printed 7/25/2025 999999 ONE TIME VENDOR 10160410 32601 B24-1555 PERMIT REFUND $117.00 Printed 7/25/2025 999999 ONE TIME VENDOR 22160410 36602 B24-1555 PERMIT REFUND $11.70 $128.70
119322 Printed 7/25/2025 999999 ONE TIME VENDOR 10150310 32505 sherick 07 15 2025 Alarm Refund 50597 $10.00 $10.00

Page 52 of 57 ends

7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119323 Printed 7/25/2025 999999 ONE TIME VENDOR 10150310 32505 wolff 07 15 2025 Alarm Refund 49389 $10.00 $10.00
119324 Printed 7/25/2025 999999 ONE TIME VENDOR 10190800 34904 2001012.004 REFUND FOR RENTAL ON 07-12-2025 $300.00 $300.00
119325 Printed 7/25/2025 2987 PINS 55040260 59100 3273 ANNUAL SUBSCRIPTION $2,150.00 $2,150.00
119326 Printed 7/25/2025 1074 SHRED-IT USA 10140200 59100 8011351624 SHREDDING SVCS $84.21 Printed 7/25/2025 1074 SHRED-IT USA 50140200 59100 8011351624 SHREDDING SVCS $36.09 $120.30
119327 Printed 7/25/2025 212 PECK ROAD GRAVEL 25570520 56600 879370 SPOILS DUMP $240.00 $240.00
119328 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10170580 57100 700044813337 06.25 ELECTRIC UTILITY / JUN $16.59 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10170500 57120 700141071891 06.25 ELECTRIC UTILITY / JUN $162.70 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10170580 57100 700171323464 06.25 ELECTRIC UTILITY / JUN $75.43 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 25570520 57100 700171869593 06.25 ELECTRIC UTILITY / JUN $137.97 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 24090830 57100 700486170108 07.25 ELECTRIC UTILITY / JUL $5,545.86 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10150300 57100 700544090222 06.25 ELECTRIC UTILITY / JUN $9,915.19 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10170560 57100 700544090222 06.25 ELECTRIC UTILITY / JUN $2,601.34 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10170580 57100 700544090222 06.25 ELECTRIC UTILITY / JUN $14.71 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10180700 57100 700544090222 06.25 ELECTRIC UTILITY / JUN $7,104.15 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10180740 57100 700544090222 06.25 ELECTRIC UTILITY / JUN $453.46 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 25570520 57110 700544090222 06.25 ELECTRIC UTILITY / JUN $158.32 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 50170560 57100 700544090222 06.25 ELECTRIC UTILITY / JUN $824.32 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 50170630 57100 700544090222 06.25 ELECTRIC UTILITY / JUN $211.06

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7/1/2025 - 7/31/2025 Cash Disbursements
Check # Type Check Date Vendor # Vendor Name Org Object PO # Invoice # Description Invoice Amt 119328 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 55470530 57100 700544090222 06.25 ELECTRIC UTILITY / JUN $1,344.22 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10170500 57120 700544160142 06.25 ELECTRIC UTILITY / JUN $3,348.09 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 10170580 57100 700603290736 06.25 ELECTRIC UTILITY / JUN $16.15 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 23160430 57100 700880058917 06.25 ELECTRIC UTILITY / JUN $1,163.15 Printed 7/25/2025 213 SOUTHERN CALIFORNIA EDISON 20170520 57110 700916370057 06.25 ELECTRIC UTILITY / JUN $85.15 $33,177.86
119329 Printed 7/25/2025 1098 SOUTHERN CALIFORNIA

ASSOCIATION
10120100 55400 260046 0063 SCAG MEMBERSHIP DUES $7,439.00 $7,439.00
119330 Printed 7/25/2025 348 SUBURBAN WATER SYSTEMS 10170580 57160 180013661548 Irrigation Bill $233.69 $233.69
119331 Printed 7/25/2025 2579 THOMPSON PLUMBING SUPPLY 10170560 51400 662456 PLUMBING SUPPLIES $2,011.75 $2,011.75
119332 Printed 7/25/2025 4102 TUCKER TOURS, LLC 10190820 58200 260032 071125-52 TOUR GUIDE FOR DAY TRIP ON 07/11/2025 $3,978.00 $3,978.00
119333 Printed 7/25/2025 3786 VCA CENTRAL ANIMAL HOSPITAL 10150310 51210 5760659426 K9 Biba Fenbendazole $50.45 $50.45
119334 Printed 7/25/2025 7044 VIEWPOINT AMBULANCE,INC 10150300 51219 Glendora Police Jhan Palma Diquelme and Alex Fuste $1,832.65 $1,832.65
119335 Printed 7/25/2025 179 VULCAN MATERIALS COMPANY 50170630 59100 3904264 WATER DIV - CONCRETE SAND $831.77 $831.77
119336 Printed 7/25/2025 250 POSTMASTER - PERMIT 92 10115050 55340 F25.AG Postage for Fall Activity Guide & Glendora Report $2,500.00 Printed 7/25/2025 250 POSTMASTER - PERMIT 92 10190800 55340 F25.AG Postage for Fall Activity Guide & Glendora Report $3,500.00 $6,000.00
Total $5,921,638.82

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7/1/2025 - 7/31/2025 Cash Disbursements
Note: The payments above may include the following types: wire, automatic clearing house (ACH), electronic funds transfer (EFT) and paper check.

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7/1/2025 - 7/31/2025 Cash Disbursements
Fund Fund Title Amount
101 GENERAL FUND $676,348.57
103 MEASURES E/Z $3,688.47
104 TRUST $29,062.83
105 GUSD JUA $31,883.75
201 STREET LIGHTING ASSESSMT $34,977.52
203 LANDSCAPE ASSESSMENT $1,369.33
204 GLENDORA VILLAGE BUS DIST $6,726.00
216 LIBRARY FOUNDATION $4,732.99
221 PERMIT FILE MAINTENANCE $26,369.11
222 GENERAL PLAN MAINTENANCE $16,168.54
223 PEG CABLE TV $173.88
228 AFFORDABLE HOUSING $22,917.33
230 TRANS DEVELOP ACT $10,860.50
231 PROP A TRANSIT $174,142.67
234 MEASURE M $576.99
240 MEASURE A/PARKS $6,844.25
250 MEASURE W $554.25
255 STATE GAS TAX $81,564.04
280 GRANTS $6,453.25
285 COMMUNITY DEV BLOCK GRANT $5,620.00
301 CAPITAL PROJECTS $298,363.05
401 PENSION OBLIGATION BONDS $1,250.00
501 WATER OPERATIONS $588,921.76
502 WATER CAPITAL PROJECTS $43,997.54
550 WORKERS COMPENSATION $252,720.00

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7/1/2025 - 7/31/2025 Cash Disbursements
Fund Fund Title Amount
551 LIABILITY INSURANCE $2,441,951.02
553 TECHNOLOGY $385,914.49
554 FLEET MANAGEMENT $260,454.84
920 PAYROLL DISBURSEMENT $298,487.93
922 AP DISBURSEMENT $208,543.92
Total $5,921,638.82

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