4. Isabel Avenue and Discovery Dr
Storage Cont. NA 290 NA NA NA 275 Cont. NA NA Cont. 200 AM 11 - 8 - - - 16 91 - - 233 20
PM 18 - 11 - - - 8 93 - - 216 18
Source: Kittelson & Associates, Inc. 2026
Note: Red cells signifies exceeded queueing storage capacity. NA represents the movement is not applicable. Cont. represents continuous storage primarily for through lanes.
ATTACHMENT 3
301
Scenario 3: Existing Plus Project +Buildout
ATTACHMENT 3
302
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Existing Plus Project + Buildout Conditions Kittelson & Associates, Inc. Page 30
Existing Plus Project + Buildout
Conditions
4.1 TRAFFIC VOLUME DEVELOPMENT
4.1.1 Discovery Drive Closure Diversions
Discovery Drive through-traffic is reassigned to alternate routes consistent with the methodology described in Section 3.1.
4.1.2 Buildout Trips
Turning movement counts collected at the Eden Landing facility were applied as project trip inputs at the GILLIG site driveways, representing the warehouse operations being relocated to the Discovery Drive campus. The Eden Landing peak hour trip volumes were 6 trips in the AM Peak and 24 trips in the PM Peak. Appendix G contains the collected turning movement counts at the Eden Landing Facility. As previously described, existing GILLIG driveway counts were doubled to represent the approximate doubling of on-site employees from 250 to 490 (42 trips in AM Peak, 36 trips in PM Peak). The resulting doubled driveway volumes represent the project trip generation increment from the office addition and are added to the site driveway approach volumes in the traffic model. The trip assignment for total buildout is visualized in Figure 10 and Figure 11.
Trip distribution for the buildout trips is based on similar local and regional travel patterns as the existing GILLIG site, based on similar access to the site. The following buildout assumptions are made for trip distribution,
◼ Warehouse buildout trips (former Hayward Eden Landing operations) Warehouse trips are distributed primarily via truck routes, with the majority accessing Isabel Avenue via Jack London Boulevard:
– At Discovery Drive: 30% westbound, 70% eastbound
– At Isabel Avenue/Jack London Boulevard: 70% northbound (toward I-580), 30% southbound ◼ Employee buildout trips (office addition)
Employee trips are distributed between westbound and eastbound on Jack London Boulevard, then split evenly at Isabel Avenue
– At Discovery Drive: 25% westbound, 75% eastbound
– At Isabel Avenue/Jack London Boulevard: 50% northbound, 50% southbound
4.1.3 Total Project Volumes
The three trip components: closure diversions, warehouse trips, and office addition trips are combined and applied to the existing background volumes to develop the Existing Plus Project Plus Buildout scenario volumes. Figure 12 and Figure 13 illustrates the resulting traffic volumes.
ATTACHMENT 3
303
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 10:29am - pbalan Layout Tab: Figure10 AM Peak
Trip Assignment - Buildout Trips
Livermore, CA 10
Livermore Gillig Discovery Road Close May 2026
Figure
6 8
15 19
8 19
2 17
7 1
2 1
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
304
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 10:30am - pbalan Layout Tab: Figure11 PM Peak
Trip Assignment - Buildout Trips
Livermore, CA 11
Livermore Gillig Discovery Road Close May 2026
Figure
15 32
4 9
32 9
3 6
23 23
3 9
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
305
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 10:43am - pbalan Layout Tab: Figure12 AM Peak
Existing Plus Closure Plus Buildout Traffic Volumes
Livermore, CA 12
Livermore Gillig Discovery Road Close May 2026
Figure
17 18 1
186
33 62
503
3 8
21 1
197
10 34
546
1 198
1199
180 151
1478
111
25 74
105 146
285
455
31 1482 1706
65 18
14 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
306
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 10:43am - pbalan Layout Tab: Figure13 PM Peak
Existing Plus Closure Plus Buildout Traffic Volumes
Livermore, CA 13
Livermore Gillig Discovery Road Close May 2026
Figure
50 44 3
1 604
19 44
265
7 45
1 649
2 20
314
1 100
1270
204 240
1382
57 103
407
205 108
156
359
11 1501 1637
56 39
34 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
307
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Existing Plus Project + Buildout Conditions Kittelson & Associates, Inc. Page 35
4.2 TRAFFIC OPERATIONS AND PERFORMANCE
Intersection operations under Existing Plus Project Plus Buildout were evaluated during the weekday AM and PM peak hours. Table 7 provides a summary of the intersection level of service with the closure and buildout in place. Appendix D contains the Existing Plus Project Plus Buildout LOS worksheets.
As shown in Table 7, most intersections are projected to operate at LOS D or better under both cumulative and cumulative plus project closure scenarios.
Table 7. Existing Plus Closure Project + Buildout Level of Service # Intersection Traffic Control
Weekday AM Weekday PM
Delay
(Sec)
LOS Delay
(Sec) LOS
1 Discovery Drive/ Jack London Boulevard Signal 7.4 A 11.0 B 2 Voyager Street/ Jack London Boulevard Signal 6.6 A 8.7 A 3 Isabel Avenue/ Jack London Boulevard Signal 40.5 D 35.9 D 4 Isabel Avenue/ Discovery Drive Signal 6.9 A 7.4 A
Source: Kittelson & Associates, Inc. 2026
Note: Bold signifies unacceptable operations.
Table 8 summarizes the queue lengths of the respective movements against their available storage capacity at the 95th percentile demand level. Queues of all movements are expected to be within their available storage lengths.
Detailed Synchro queue reports for the Existing Plus Project Plus Buildout are included in Appendix D.
ATTACHMENT 3
308
Table 8. Existing Plus Closure Project + Buildout Queue Lengths Intersection Peak EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
1. Discovery Drive and Jack London Blvd
Storage NA Cont. NA 200 700 NA 400 NA 400 NA NA NA
AM - 56 - 59 78 - 24 - 0 - - -
PM - 156 - 44 41 - 47 - 6 - - -
2. Voyager Street and Jack London Blvd
Storage NA 700 NA 300 970 NA 350 NA 350 NA NA NA
AM - 48 - 38 78 - 15 - 0 - - -
PM - 150 - 24 44 - 13 - 0 - - -
3. Isabel Avenue and Jack London Blvd
Storage 200 970 450 215 800 800 300 Cont. 340 275 Cont. 250 AM 29 53 35 114 358 412 150 447 53 120 614 36
PM 61 208 67 64 176 276 61 351 54 128 387 0
4. Isabel Avenue and Discovery Dr
Storage Cont. NA 290 NA NA NA 275 Cont. NA NA Cont. 200 AM 11 - 8 - - - 16 91 - - 244 20
PM 18 - 11 - - - 8 93 - - 217 18
Source: Kittelson & Associates, Inc. 2026
Note: Red cells signifies exceeded queueing storage capacity NA represents the movement is not applicable. Cont. represents continuous storage primarily for through lanes.
ATTACHMENT 3
309
Scenario 4: Cumulative No-Build
ATTACHMENT 3
310
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Cumulative No-Build Conditions Kittelson & Associates, Inc. Page 38
Cumulative No-Build Conditions
5.1 TRAFFIC VOLUME DEVELOPMENT
Cumulative background volumes were developed from the SMP 39 and SMP 40 travel demand forecasts provided by the City of Livermore. These forecasts represent growth associated with approved and planned developments in the project area for the year 2040 and are used as the basis for all cumulative scenario analyses in this study.
5.1.1 LAVTA Development Trip Generation and Assignment
LAVTA development’s trip generation was also added to the Cumulative No-Build scenario. Trip generation for the LAVTA project was estimated using ITE rates for Land Use Code 710 (General Office Building) and Land Use Code 140 (Manufacturing). Trip distribution was based on regional directional splits consistent with existing travel patterns. Peak hour trip estimates are summarized in Table 9.
Table 9. LAVTA Project Trip Generation
ITE Code Sq ft.
Weekday AM Weekday PM
Total Entry Exit Total Entry Exit
710 22,426 28 24 4 26 4 22
140 32,634 24 19 5 25 7 18
Total Trips 52 43 9 51 11 40
Source: Kittelson & Associates, Inc. 2026
The trip assignment for the LAVTA development is visualized in Figure 14 and Figure 15. LAVTA project trips were assigned to the study intersection network and added to the cumulative background volumes to develop the Cumulative No-Build scenario volumes. Figure 16 and Figure 17 illustrates the resulting Cumulative Plus LAVTA traffic volumes.
ATTACHMENT 3
311
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 10:58am - pbalan Layout Tab: Figure14 AM Peak
Trip Assignment - LAVTA
Livermore, CA 14
Livermore Gillig Discovery Road Close May 2026
Figure
3 13
4 1
17 4
8 22
5 1
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
312
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 10:58am - pbalan Layout Tab: Figure15 PM Peak
Trip Assignment - LAVTA
Livermore, CA 15
Livermore Gillig Discovery Road Close May 2026
Figure
12 3
16 4
4 1
2 6
20 8
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
313
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 10:58am - pbalan Layout Tab: Figure16 AM Peak
Cumulative No-Build Traffic Volumes
Livermore, CA 16
Livermore Gillig Discovery Road Close May 2026
Figure
26 13
274
39 23
991
12 55
3 284
10 67
991
322
1718
195 264
1785
257
107
143
97 215
474
462
49 2170 1978
123
56 43
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
314
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 10:59am - pbalan Layout Tab: Figure17 PM Peak
Cumulative No-Build Traffic Volumes
Livermore, CA 17
Livermore Gillig Discovery Road Close May 2026
Figure
37 17 10
3 1214
27 12
505
7 80
4 1244
13 26
512
133
1793
210 379
1907
129
231
690
346 169
278
404
27 2040 2337
62 96
71 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
315
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Cumulative No-Build Conditions Kittelson & Associates, Inc. Page 43
5.2 LANE CONFIGURATIONS AND TRAFFIC
CONTROL
Existing lane configurations and traffic controls were assumed at all study intersections under the cumulative scenarios. Signal timing optimization was performed in Synchro to reflect anticipated future adjustments to traffic signal operations.
5.3 TRAFFIC OPERATIONS AND PERFORMANCE
Intersection operations under cumulative No-Build conditions were evaluated during the weekday AM and PM peak hours. Table 10 summarizes the average delay and Level of Service (LOS) for each study intersection.
As shown below, most intersections are projected to operate at LOS D or better under both cumulative and cumulative plus project closure scenarios. The only exception is the Isabel Avenue/Jack London Boulevard intersection, which is expected to operate at LOS E during both peak hours.
Table 10. Cumulative No Project Level of Service
# Intersection Traffic Control
Weekday AM Weekday PM
Delay
(Sec)
LOS Delay
(Sec) LOS
1 Discovery Drive/ Jack London Boulevard Signal 4.9 A 9.6 A 2 Voyager Street/ Jack London Boulevard Signal 7.9 A 8.8 A 3 Isabel Avenue/ Jack London Boulevard Signal 75.2 E 71.7 E 4 Isabel Avenue/ Discovery Drive Signal 9.4 A 10.0 B
Source: Kittelson & Associates, Inc. 2026
Note: Bold signifies unacceptable operations.
Appendix E contains the Cumulative No-Build LOS worksheets.
Table 11 summarizes the movements with their respective queue lengths against the available storage length. Detailed Synchro queue reports are included in Appendix E.
Queues of all movements are expected to be within their available storage lengths under this scenario , except the southbound left at Isabel Avenue and Jack London Blvd (intersection 3) which exceed the available storage length by 45 ft (i.e.: under two car lengths).
ATTACHMENT 3
316
Table 11. Cumulative No Project Queue Lengths
Intersection Peak EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
1. Discovery Drive and Jack London Blvd
Storage NA Cont. NA 200 700 NA 400 NA 400 NA NA NA
AM - 54 - 25 102 - 26 - 0 - - -
PM - 364 - 25 73 - 52 - 0 - - -
2. Voyager Street and Jack London Blvd
Storage NA 700 NA 300 970 NA 350 NA 350 NA NA NA
AM - 51 - 55 183 - 17 - 10 - - -
PM - 268 - 34 78 - 15 - 31 - - -
3. Isabel Avenue and Jack London Blvd
Storage 200 970 450 215 800 800 300 Cont. 340 275 Cont. 250 AM 93 95 38 168 761 508 258 808 82 252 935 184
PM 177 451 293 136 389 443 112 908 111 320 934 86
4. Isabel Avenue and Discovery Dr
Storage Cont. NA 290 NA NA NA 275 Cont. NA NA Cont. 200 AM 29 - 15 - - - 26 178 - - 308 21
PM 49 - 21 - - - 19 155 - - 410 16
Source: Kittelson & Associates, Inc. 2026
Note: Red cells signifiesexceeded queueing storage capacity. NA represents the movement is not applicable. Cont. represents continuous storage primarily for through lanes.
ATTACHMENT 3
317
Scenario 5: Cumulative Plus Project
+ Buildout
ATTACHMENT 3
318
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Cumulative Plus Project + Buildout Conditions Kittelson & Associates, Inc. Page 46
Cumulative Plus Project + Buildout
Conditions
6.1 TRAFFIC VOLUME DEVELOPMENT
The following components are combined and applied to the cumulative No-Build:
◼ Discovery Drive closure traffic diversions (Section 3.1 methodology) ◼ Warehouse expansion trips from Eden Landing turning movement counts and Office addition trips from doubled existing driveway counts (Section 4.1.2)
Figure 18 and Figure 19 represents the peak hour volumes for Cumulative Plus Closure Plus Buildout scenario.
ATTACHMENT 3
319
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 11:02am - pbalan Layout Tab: Figure18 AM Peak
Cumulative Plus Closure Plus Buildout Traffic Volumes
Livermore, CA 18
Livermore Gillig Discovery Road Close May 2026
Figure
29 21
311
41 68
994
12 55
3 329
10 67
1039
353
1718
195 264
1785
274
114
143
135 215
474
462
49 2198 1979
159
56 43
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
320
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 1 2 3 4
N
H:\31\31541 - Livermore Gillig Discovery Rd Close TIA\report\figs\31541 Gillig Figures.dwg May 21, 2026 - 11:03am - pbalan Layout Tab: Figure19 PM Peak
Cumulative Plus Closure Plus Buildout Traffic Volumes
Livermore, CA 19
Livermore Gillig Discovery Road Close May 2026
Figure
40 49 10
3 1240
28 48
517
7 80
4 1302
13 26
560
175
1793
210 379
1907
135
254
690
381 169
278
404
27 2070 2346
88 108
71 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 1 32
4 N
1 2
3 4
ATTACHMENT 3
321
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Cumulative Plus Project + Buildout Conditions Kittelson & Associates, Inc. Page 49
6.2 LANE CONFIGURATIONS AND TRAFFIC
CONTROL
Existing lane configurations and traffic controls were assumed at all study intersections under the cumulative scenarios. Signal timing optimization was performed in Synchro to reflect anticipated future adjustments to traffic signal operations.
6.3 TRAFFIC OPERATIONS AND PERFORMANCE
Intersection operations under cumulative plus project plus buildout conditions were evaluated during the weekday AM and PM peak hours.
Table 12 summarizes the average delay and Level of Service (LOS) for each study intersection.
As shown below, most intersections are projected to operate at LOS D or better under cumulative plus project plus buildout scenario. The only exception is the Isabel Avenue/Jack London Boulevard intersection, which is expected to operate at LOS E during both peak hours.
This condition is consistent across both cumulative No-build and cumulative plus project plus buildout scenarios, though average delay increases slightly by about 4 seconds in the AM peak and 6 seconds in the PM peak when the project closure, associated traffic diversions and full buildout are considered.
Appendix F contains the Cumulative plus project plus buildout LOS worksheets.
Table 12. Cumulative Plus Project + Buildout Level of Service # Intersection Traffic Control
Weekday AM Weekday PM
Delay
(Sec)
LOS Delay
(Sec) LOS
1 Discovery Drive/ Jack London Boulevard Signal 5.9 A 13.6 B 2 Voyager Street/ Jack London Boulevard Signal 8.0 A 8.8 A 3 Isabel Avenue/ Jack London Boulevard Signal 78.9 E 77.7 E 4 Isabel Avenue/ Discovery Drive Signal 9.4 A 10.1 B
Source: Kittelson & Associates, Inc. 2026
Note: Bold signifies unacceptable operations.
Table 13 summarizes the queue lengths of the respective movements against their available storage capacity at the 95th percentile demand level. Detailed Synchro queue reports are included in Appendix F.
Queues of all movements are expected to be within their available storage lengths under this scenario, except the southbound left at Isabel Avenue and Jack London Blvd (intersection 3) which exceed the available storage length by 45ft (i.e.: under 2 car lengths) which is similar to the Cumulative No-Build.
ATTACHMENT 3
322
Table 13. Cumulative Plus Project + Buildout Queue Lengths Intersection Peak EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
1. Discovery Drive and Jack London Blvd
Storage NA Cont. NA 200 700 NA 400 NA 400 NA NA NA
AM - 64 - 53 102 - 29 - 0 - - -
PM - 392 - 60 77 - 50 - 11 - - -
2. Voyager Street and Jack London Blvd
Storage NA 700 NA 300 970 NA 350 NA 350 NA NA NA
AM - 60 - 56 195 - 17 - 10 - - -
PM - 288 - 34 86 - 15 - 31 - - -
3. Isabel Avenue and Jack London Blvd
Storage 200 970 450 215 800 800 300 Cont. 340 275 Cont. 250 AM 99 95 56 168 761 508 298 808 82 252 935 199
PM 194 451 354 136 389 443 142 908 111 320 938 94
4. Isabel Avenue and Discovery Dr
Storage Cont. NA 290 NA NA NA 275 Cont. NA NA Cont. 200 AM 29 - 15 - - - 26 183 - - 308 24
PM 54 - 21 - - - 19 165 - - 421 20
Source: Kittelson & Associates, Inc. 2026
Note: Red cells signifies exceeded queueing storage capacity. NA represents the movement is not applicable. Cont. represents continuous storage primarily for through lanes.
ATTACHMENT 3
323
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Cumulative Plus Project + Buildout Conditions Kittelson & Associates, Inc. Page 51
Findings & Recommendations
ATTACHMENT 3
324
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 52
Findings and Recommendations
7.1 TRAFFIC OPERATIONS SUMMARY
Existing Conditions. All four study intersections operate at acceptable LOS (A through D) during both the AM and PM peak hours. The Isabel Avenue/Jack London Boulevard intersection has the highest existing delay, operating at LOS D in the AM peak and LOS C in the PM peak.
Existing Plus Project. The closure of Discovery Drive results in minimal operational impact. All intersections continue to operate at acceptable LOS, with delay increases of less than one second at all locations. The traffic diversions primarily affect the Isabel Avenue/Jack London Boulevard intersection through added eastbound right-turn volumes, but do not degrade LOS. The Discovery Drive closure is supportable under existing conditions.
Existing Plus Project + Buildout. With the addition of warehouse relocation trips from the Eden Landing facility and trips from the office addition, all four study intersections continue to operate at acceptable LOS (D or better) during both the AM and PM peak hours. Delay increases attributable to project buildout are minimal across all locations. No study intersection exceeds the City’s significance criteria under this scenario. The project, as fully built out, does not constitute a significant traffic im pact under existing plus project conditions, and no mitigation measures are required.
Cumulative No-Build. Under cumulative background conditions including the LAVTA development, the Isabel Avenue/Jack London Boulevard intersection is projected to operate at LOS E during both peak hours. This degradation is driven by area-wide background growth associated with the SMP 39/40 developments and the LAVTA project, and is not attributable to any GILLIG project component.
Cumulative Plus Project + Buildout. Under the full cumulative plus project plus buildout scenario, all study intersections continue to operate at LOS D or better except the Isabel Avenue/Jack London Boulevard intersection, which operates at LOS E consistent with the Cumulative No -Build baseline. The Discovery Drive closure adds approximately 1–2 seconds of incremental delay at this intersection relative to the no-project baseline, well below the City’s 5-second significance threshold for intersections already at LOS E. All other intersections experience negligible delay change. Regarding queuing, the southbound left-turn movement at Isabel Avenue/Jack London Boulevard exhibits queue lengths that exceed available storage under cumulative conditions; however, this is not a project-related movement — the queue deficiency is already present in the Cumulative No-Build scenario and is attributable to background area growth, not the GILLIG project. The GILLIG project does not create or meaningfully worsen this condition.
No project-specific significant impacts are identified, and no mitigation measures are required.
7.2 QUEUE ANALYSIS
Queue analysis under existing and cumulative conditions identifies the Isabel Avenue/Jack London Boulevard intersection as the location of concern. The southbound left-turn (SBL) movement at this intersection exhibits increased queue lengths under cumulative conditions, exceeding available storage by approximately 45 feet. Importantly, this movement is not a project-related movement, the SBL queue ATTACHMENT 3
325
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 53
deficiency is already present and exceeds available storage in the cumulative no -build (no-project) scenario, prior to any GILLIG project components. The closure does not create this condition and does not worsen it. The closure increases eastbound right-turn queuing at this intersection due to the diversion of southbound Discovery Drive traffic; however, all closure-related queue increases remain within available storage. These background queue conditions are largely attributable to area-wide growth associated with the SMP 39/40 developments.
7.3 MULTIMODAL CONSIDERATIONS
The proposed closure of Discovery Drive will not adversely impact bicycle or pedestrian access in the project vicinity. A key finding of this analysis is that an existing off-street trail on the west side of Discovery Drive already provides a continuous bicycle and pedestrian connection around the closure area.
The SMP 40 development has extended this trail south of the GILLIG property toward Isabel Avenue, creating a complete off-street route consistent with the City’s Bicycle Master Plan. This trail ensur es that the Discovery Drive closure does not interrupt the established bicycle and pedestrian network.
More broadly, multimodal connectivity in the study area is maintained through:
◼ Existing Class II bicycle lanes on Jack London Boulevard and Isabel Avenue. ◼ Existing Class I trail on the west side of Discovery Drive, extended south of the GILLIG property by the SMP 40 development toward Isabel Avenue, providing a continuous off-street bicycle and pedestrian connection around the closure area per the City’s Bicycle Master Plan. ◼ The planned T-19 multi-use trail associated with the SMP 40 development, which will provide enhanced off-street connectivity once constructed.
◼ LAVTA bus service along Jack London Boulevard, with stops west of the project area that remain unaffected by the closure.
The proposed Discovery Drive closure will not impact bicycle or pedestrian access. An existing off -street trail on the west side of Discovery Drive recently extended south of the GILLIG property by the SMP 40 development toward Isabel Avenue, provides a continuous bicycle and pedestrian connection around the closure area, consistent with the City’s Bicycle Master Plan. This trail ensures uninterrupted multimodal access in the project vicinity.
After the closure, pedestrians and bicycle commuters accessing the Oaks Business Park from the two LAVTA bus stops on Jack London Boulevard can still use Voyager Street to access businesses fronting it as before, while non-vehicle commuters that previously used Discovery Drive will be able to detour east along Jack London Boulevard to the existing off-street trail. This detour adds approximately 0.15 to 0.2 miles but utilizes existing improved facilities throughout to get to the businesses and community park along the southern portion of Discovery Drive.
ATTACHMENT 3
326
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 54
7.4 IMPACT ON TRAVEL TIME WITH THE
CLOSURE
As a result of the Discovery Drive closure, some commuters accessing the business south of GILLIG will experience some travel time increases. The commuters using the Jack London Blvd/Discover Drive intersection to go south would continue going through the intersection to use Jack London Blvd/Isabel Avenue and Isabel Avenue/Discovery Drive intersections after the closure. The commuter using the I sabel Avenue/Discover Drive intersection would continue north to use Jack London Blvd/Isabel Avenue and Jack Lond Blvd/Discovery Drive intersections after the closure.
As shown in Table 14, it is calculated that commuters traveling on diverted routes will have an increase of about 102 seconds southbound in the AM, and 139 seconds increase to travel northbound in the PM peak (about 1.5-2.5 minutes). While this travel time does increase in the immediate study area, this would represent a small percent increase in overall travel time for most commuters based on their entire trip.
Table 14. Impact on Travel Times with the Closure
Traffic Direction
Travel Time (seconds)
Without Closure With Closure
Southbound (AM Peak) 70 172
Northbound (PM Peak) 57 196
Source: Kittelson & Associates, Inc. 2026
7.5 RECOMMENDATIONS
Based on the findings of the traffic study, the closure of Discovery Drive can occur in the short term with minimal impacts to the surrounding roadway network and adjacent businesses. In addition, the impacts of the full buildout plus closure have been assessed and can proceed more long term. No further mitigations are required.
ATTACHMENT 3
327
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 55
Appendix A
Existing Traffic Counts
ATTACHMENT 3
328
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 1. Discovery Dr -- Jack London Blvd QC JOB #: QC JOB #: 16974901 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 1 3
0 0 1
514
0 3
523
162
0.870.87
503
180
18 17
173
11 0 10
35 21
Peak-Hour: 7:45 AM -- 8:45 AMPeak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:50 AM -- 8:05 AMPeak 15-Min: 7:50 AM -- 8:05 AM 100 0
0 0 100
1.4 0
0 2.5
4.3 1.2
4.4 5.6
41.2 8.7
9.1 0 70
22.9 38.1
0 0 0
0 0 0 0
0 0
0 1
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
1. Discovery Dr 1. Discovery Dr
(Northbound)(Northbound)
1. Discovery Dr 1. Discovery Dr
(Southbound)(Southbound)
Jack London BlvdJack London Blvd
(Eastbound)(Eastbound)
Jack London BlvdJack London Blvd
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 0 0 0 0 0 0 0 0 0 3 2 0 4 8 1 0 18
7:05 AM 2 0 0 0 0 0 0 0 0 4 3 0 0 19 0 0 28
7:10 AM 1 0 2 0 0 0 0 0 0 4 1 0 1 15 2 1 27
7:15 AM 0 0 2 0 0 0 0 0 0 5 3 0 5 15 0 0 30
7:20 AM 0 0 0 0 0 0 0 0 0 4 4 0 0 25 1 0 34
7:25 AM 1 0 0 0 1 0 0 0 0 7 3 0 3 31 0 0 46
7:30 AM 1 0 0 0 0 0 0 0 0 10 1 0 1 32 0 0 45
7:35 AM 0 0 0 0 0 0 0 0 0 7 0 0 0 33 1 0 41
7:40 AM 2 0 0 0 0 0 0 0 0 14 3 0 2 31 0 0 52
7:45 AM 1 0 0 0 0 0 0 0 0 10 4 0 1 43 0 0 59
7:50 AM 2 0 0 0 0 0 0 0 0 12 1 0 0 53 0 0 68
7:55 AM 0 0 3 0 0 0 0 0 0 20 1 0 3 53 0 0 80 528
8:00 AM 3 0 1 0 1 0 0 0 0 13 3 0 3 36 0 0 60 570
8:05 AM 2 0 2 0 0 0 0 0 0 10 2 0 4 44 2 0 66 608
8:10 AM 1 0 0 0 0 0 0 0 0 14 3 0 1 27 0 0 46 627
8:15 AM 0 0 0 0 0 0 0 0 0 19
1 0 1 28 0 0 49 646
8:20 AM 0 0 2 0 0 0 0 0 0 18 2 0 0 39 0 0 61 673
8:25 AM 1 0 1 0 0 0 0 0 0 8 0 0 0 48 0 0 58 685
8:30 AM 0 0 0 0 0 0 0 0 0 16 0 0 0 44 0 0 60 700
8:35 AM 0 0 0 0 0 0 0 0 0 10 0 0 2 37 1 0 50 709
8:40 AM 1 0 1 0 0 0 0 0 0 12 1 0 2 51 0 0 68 725
8:45 AM 0 0 1 0 0 0 0 0 0 10 1 0 1 39 1 0 53 719
8:50 AM 2 0 0 0 0 0 0 0 0 17 1 0 0 32 0 0 52 703
8:55 AM 2 0 2 0 0 0 0 0 0 9 2 0 2 32 1 0 50 673
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 20 0 16 0 4 0 0 0 0 180 20 0 24 568 0 0 832 Heavy Trucks 0 0 12 4 0 0 0 8 4 8 8 0 44
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
329
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 1. Discovery Dr -- Jack London Blvd QC JOB #: QC JOB #: 16974902 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 4 0
1 0 3
301
0 0
273
581
0.940.94
265
596
15 8
597
35 0 12
22 47
Peak-Hour: 4:20 PM -- 5:20 PMPeak-Hour: 4:20 PM -- 5:20 PM Peak 15-Min: 4:20 PM -- 4:35 PMPeak 15-Min: 4:20 PM -- 4:35 PM 25 0
0 0 33.3
1.7 0
0 2.6
0.9 1.1
1 6.7
50 1.5
5.7 0 25
22.7 10.6
0 0 0
1 0 0 1
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
1. Discovery Dr 1. Discovery Dr
(Northbound)(Northbound)
1. Discovery Dr 1. Discovery Dr
(Southbound)(Southbound)
Jack London BlvdJack London Blvd
(Eastbound)(Eastbound)
Jack London BlvdJack London Blvd
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 5 0 3 0 0 0 0 0 0 45 2 0 0 27 0 0 82
4:05 PM 3 0 1 0 1 0 0 0 0 38 0 0 1 15 0 0 59
4:10 PM 0 0 1 0 0 0 0 0 0 49 1 0 1 24 0 1 77
4:15 PM 4 0 3 0 0 0 0 0 0 34 0 0 0 20 0 0 61
4:20 PM 4 0 1 0 0 0 1 0 0 69 2 0 0 29 0 0 106
4:25 PM 2 0 1 0 0 0 0 0 0 52 3 0 1 19 0 0 78
4:30 PM 2 0 0 0 0 0 0 0 0 39 0 0 1 18 0 0 60
4:35 PM 3 0 5 0 2 0 0 0 0 40 3 0 2 19 0 0 74
4:40 PM 5 0 1 0 0 0 0 0 0 50 2 0 1 21 0 0 80
4:45 PM 2 0 1 0 0 0 0 0 0 44 1 0 0 24 0 0 72
4:50 PM 1 0 0 0 0 0 0 0 0 50 1 0 0 17 0 0 69
4:55 PM 2 0 1 0 1 0 0 0 0 47 0 0 0 24 0 0 75 893
5:00 PM 1 0 2 0 0 0 0 0 0 48 0 0 0 20 0 0 71 882
5:05 PM 9 0 0 0 0 0 0 0 0 44 2 0 1 40 0 0 96 919
5:10 PM 3 0 0 0 0 0 0 0 0 44 1 0 1 23 0 1 73 915
5:15 PM 1 0 0 0 0 0 0 0 0 5 4
0 0 0 11 0 0 66 920
5:20 PM 4 0 0 0 0 0 0 0 0 50 1 0 1 21 0 0 77 891
5:25 PM 5 0 0 0 0 0 0 0 0 45 2 0 0 24 0 0 76 889
5:30 PM 4 0 0 0 1 0 0 0 0 50 0 0 0 15 0 0 70 899
5:35 PM 2 0 3 0 0 0 0 0 0 42 2 0 2 24 0 0 75 900
5:40 PM 2 0 0 0 0 0 0 0 0 35 1 0 0 21 0 0 59 879
5:45 PM 2 0 0 0 1 0 0 0 0 49 1 0 1 19 0 0 73 880
5:50 PM 1 0 0 0 1 0 0 0 0 36 2 0 1 22 1 0 64 875
5:55 PM 0 0 1 0 0 0 0 0 0 28 1 0 2 23 0 0 55 855
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 32 0 8 0 0 0 4 0 0 640 20 0 8 264 0 0 976
Heavy Trucks 4 0 0 0 0 0 0 4 0 8 4 0 20
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
330
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 2. Voyager St -- Jack London Blvd QC JOB #: QC JOB #: 16974903 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 1 1
0 0 1
523
0 1
547
160
0.890.89
516
169
9 30
178
7 0 17
39 24
Peak-Hour: 7:45 AM -- 8:45 AMPeak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:55 AM -- 8:10 AMPeak 15-Min: 7:55 AM -- 8:10 AM 0 0
0 0 0
3.1 0
0 4.4
6.9 2.3
8.9 44.4
40 12.4
57.1 0 64.7
41 62.5
0 0 0
0 0 0 0
0 0
0 1
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
2. Voyager St 2. Voyager St
(Northbound)(Northbound)
2. Voyager St 2. Voyager St
(Southbound)(Southbound)
Jack London BlvdJack London Blvd
(Eastbound)(Eastbound)
Jack London BlvdJack London Blvd
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 0 0 2 0 0 0 0 0 0 1 0 0 5 11 0 0 19
7:05 AM 0 0 4 0 0 0 0 0 0 3 0 0 4 20 0 0 31
7:10 AM 0 0 7 0 0 0 0 0 0 6 0 0 1 19 0 0 33
7:15 AM 0 0 3 0 0 0 0 0 0 6 0 0 3 19 0 0 31
7:20 AM 0 0 0 0 0 0 0 0 0 4 0 0 0 27 0 0 31
7:25 AM 0 0 0 0 0 0 0 0 0 7 0 0 3 37 0 0 47
7:30 AM 0 0 0 0 1 0 0 0 0 10 0 0 3 29 0 0 43
7:35 AM 1 0 2 0 0 0 0 0 0 8 0 0 1 35 0 0 47
7:40 AM 0 0 2 0 0 0 0 0 0 14 1 0 6 38 0 0 61
7:45 AM 0 0 0 0 0 0 0 0 0 10 0 0 3 41 0 0 54
7:50 AM 0 0 2 0 0 0 0 0 0 11 1 0 0 51 0 0 65
7:55 AM 0 0 2 0 0 0 0 0 0 19 1 0 4 59 1 0 86 548
8:00 AM 1 0 0 0 0 0 0 0 0 15 0 0 3 35 0 0 54 583
8:05 AM 2 0 0 0 0 0 0 0 0 12 0 0 3 50 0 0 67 619
8:10 AM 0 0 4 0 1 0 0 0 0 12 2 0 2 33 0 0 54 640
8:15 AM 0 0 2 0 0 0 0 0 0 19
0 0 5 29 0 0 55 664
8:20 AM 1 0 1 0 0 0 0 0 0 17 2 0 3 32 0 0 56 689
8:25 AM 0 0 1 0 0 0 0 0 0 8 1 0 3 48 0 0 61 703
8:30 AM 0 0 3 0 0 0 0 0 0 17 0 0 2 47 0 0 69 729
8:35 AM 1 0 2 0 0 0 0 0 0 8 1 0 0 42 0 0 54 736
8:40 AM 2 0 0 0 0 0 0 0 0 12 1 0 2 49 0 0 66 741
8:45 AM 1 0 3 0 0 0 0 0 0 10 1 0 1 38 0 0 54 741
8:50 AM 0 0 3 0 0 0 0 0 0 16 1 0 6 39 0 0 65 741
8:55 AM 2 0 3 0 0 0 0 0 0 10 1 0 7 29 0 0 52 707
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 12 0 8 0 0 0 0 0 0 184 4 0 40 576 4 0 828
Heavy Trucks 12 0 4 0 0 0 0 24 0 4 20 0 64
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 4 0 4
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
331
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 2. Voyager St -- Jack London Blvd QC JOB #: QC JOB #: 16974904 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 1 1
1 0 0
286
0 1
299
594
0.920.92
278
596
2 20
640
7 0 45
21 52
Peak-Hour: 4:10 PM -- 5:10 PMPeak-Hour: 4:10 PM -- 5:10 PM Peak 15-Min: 4:10 PM -- 4:25 PMPeak 15-Min: 4:10 PM -- 4:25 PM 100 100
100 0 0
3.1 0
100
4.7 1.7
1.8 1.8
50 40
4.1 42.9 0 35.6
42.9 36.5
0 0 0
1 0 0 0
0 0
0 1
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
2. Voyager St 2. Voyager St
(Northbound)(Northbound)
2. Voyager St 2. Voyager St
(Southbound)(Southbound)
Jack London BlvdJack London Blvd
(Eastbound)(Eastbound)
Jack London BlvdJack London Blvd
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 0 0 3 0 0 0 0 0 0 50 1 0 1 30 0 0 85
4:05 PM 1 0 4 0 0 0 0 0 0 41 0 0 1 12 0 0 59
4:10 PM 1 0 4 0 0 0 0 0 0 54 0 0 1 25 0 0 85
4:15 PM 0 0 3 0 0 0 0 0 0 42 0 0 0 29 0 0 74
4:20 PM 0 0 6 0 0 0 0 0 0 72 0 0 2 19 0 1 100
4:25 PM 1 0 1 0 0 0 0 0 0 47 0 0 5 19 0 0 73
4:30 PM 1 0 4 0 0 0 0 0 0 37 0 0 2 18 0 0 62
4:35 PM 1 0 6 0 0 0 0 0 0 56 0 0 1 30 1 0 95
4:40 PM 0 0 3 0 0 0 0 0 0 48 0 0 0 14 0 0 65
4:45 PM 1 0 2 0 0 0 0 0 0 43 0 0 1 23 0 0 70
4:50 PM 1 0 2 0 0 0 0 0 0 48 1 0 4 17 0 0 73
4:55 PM 0 0 4 0 0 0 1 0 0 46 0 0 1 24 0 0 76 917
5:00 PM 0 0 2 0 0 0 0 0 0 57 1 0 1 20 0 0 81 913
5:05 PM 1 0 8 0 0 0 0 0 0 44 0 0 1 40 0 0 94 948
5:10 PM 1 0 5 0 0 0 0 0 0 44 0 0 2 26 0 0 78 941
5:15 PM 0 0 2 0 0 0 0 0 0 56
0 0 0 8 0 0 66 933
5:20 PM 1 0 4 0 0 0 0 0 0 48 1 0 1 22 0 0 77 910
5:25 PM 0 0 0 0 0 0 0 0 0 52 0 0 1 24 0 0 77 914
5:30 PM 0 0 3 0 0 0 0 0 0 47 1 0 1 15 1 0 68 920
5:35 PM 0 0 2 0 0 0 0 0 0 42 3 0 1 26 0 0 74 899
5:40 PM 0 0 1 0 0 0 0 0 0 29 0 0 3 21 0 0 54 888
5:45 PM 1 0 2 0 0 0 0 0 0 58 0 0 0 21 0 0 82 900
5:50 PM 1 0 5 0 0 0 0 0 0 33 0 0 0 22 0 0 61 888
5:55 PM 1 0 2 0 0 0 0 0 0 35 0 0 0 24 0 0 62 874
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 4 0 52 0 0 0 0 0 0 672 0 0 12 292 0 4 1036 Heavy Trucks 4 0 20 0 0 0 0 8 0 8 4 0 44
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
332
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 3. Isabel Ave -- Jack London Blvd QC JOB #: QC JOB #: 16974905 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 1723 1672
94 1478 151
549
18 455
886
74 0.930.93
285
172
80 146
405
170 1199 180
1704 1549
Peak-Hour: 7:45 AM -- 8:45 AMPeak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM
8.6 7.5
14.9 8.9 1.3
4.4 50
2.9 2.7
5.4 1.4
12.8 11.3
4.8 5.2
3.5 8.7 8.3
8.7 8.1
0 0 0
0 0 0 0
0 0
0 1
0 0
1 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
3. Isabel Ave 3. Isabel Ave
(Northbound)(Northbound)
3. Isabel Ave 3. Isabel Ave
(Southbound)(Southbound)
Jack London BlvdJack London Blvd
(Eastbound)(Eastbound)
Jack London BlvdJack London Blvd
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 2 77 5 0 8 91 7 0 1 1 1 0 8 18 36 0 255
7:05 AM 4 107 4 1 11 94 4 0 1 0 3 0 4 7 25 0 265
7:10 AM 6 88 13 0 6 86 5 0 6 1 8 0 8 8 31 0 266
7:15 AM 3 80 8 0 10 84 3 0 2 2 5 0 4 15 42 0 258
7:20 AM 10 75 8 0 4 78 6 0 3 2 0 0 11 17 25 0 239
7:25 AM 10 127 19 0 11 99 7 0 1 3 1 0 6 20 38 0 342
7:30 AM 8 123 15 0 15 124 3 0 1 8 3 0 11 22 40 0 373
7:35 AM 11 103 7 0 9 91 7 0 2 6 3 0 10 28 50 0 327
7:40 AM 5 84 7 0 4 132 3 0 2 7 8 0 14 29 30 0 325
7:45 AM 19 138 12 0 16 170 9 0 0 4 8 0 6 13 40 0 435
7:50 AM 16 94 11 0 7 137 7 0 0 4 4 0 4 30 39 0 353
7:55 AM 23 107 14 0 15 97 12 0 2 6 6 0 18 33 40 0 373 3811 8:00 AM 18 72 13 0 17 127 4 0 6 8 9 0 12 24 39 0 349 3905 8:05 AM 13 90 17 0 14 115 5 0 2 9 4 0 12 22 36 0 339 3979 8:10 AM 6 97 15 0 10 125 8 0 1 6 10 0 14 22 40 0 354 4067 8:15 AM 13 75 19 0 19 1 16 9 0 0 9 9 0 17 15 30 0 331 4140 8 :20 AM 16 106 19 0 8 157 9 0 1 12 8 0 9 6 34 0 385 4286 8:25 AM 13 105 21 0 18 120 7 0 1 3 2 0 18 30 26 0 364 4308 8:30 AM 16 81 8 0 12 65 10 0 3 5 11 0 13 37 42 0 303 4238 8:35 AM 7 119 16 0 3 120 6 0 2 7 5 0 12 30 45 0 372 4283 8:40 AM 10 115 15 0 12 129 8 0 0 1 4 0 11 23 44 0 372 4330 8:45 AM 8 47 12 0 16 90 8 0 2 8 8 0 6 27 22 0 254 4149
8:50 AM 12 103 12 0 6 94 9 0 2 10 9 0 6 22 30 0 315 4111 8:55 AM 10 106 17 0 13 100 6 0 4 5 4 0 10 19 27 0 321 4059 Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 232 1356 148 0 152 1616 112 0 8 56 72 0 112 304 476 0 4644 Heavy Trucks 4 136 24 4 136 24 4 4 0 8 0 20 364
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 4 0 4
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
333
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 3. Isabel Ave -- Jack London Blvd QC JOB #: QC JOB #: 16974906 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 1673 1709
51 1382 240
277
80 359
623
407
0.950.95
156
646
159
108
851
70 1270 204
1649 1544
Peak-Hour: 4:20 PM -- 5:20 PMPeak-Hour: 4:20 PM -- 5:20 PM Peak 15-Min: 4:20 PM -- 4:35 PMPeak 15-Min: 4:20 PM -- 4:35 PM
3.8 3.7
13.7 3.9 1.3
5.1 8.8
0.6 1.4
1.5 3.2
3.3 5
1.9 1.9
2.9 4.3 3.4
3.9 4.1
0 0 0
1 0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
3. Isabel Ave 3. Isabel Ave
(Northbound)(Northbound)
3. Isabel Ave 3. Isabel Ave
(Southbound)(Southbound)
Jack London BlvdJack London Blvd
(Eastbound)(Eastbound)
Jack London BlvdJack London Blvd
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 13 96 13 1 16 106 3 0 15 34 19 0 6 16 24 0 362
4:05 PM 4 115 17 0 18 100 3 0 5 30 12 0 6 11 28 0 349
4:10 PM 6 145 19 0 12 132 1 0 1 14 14 0 10 10 28 0 392
4:15 PM 8 74 10 0 19 92 7 0 13 38 14 0 10 20 27 0 332
4:20 PM 5 154 17 0 24 125 4 0 5 41 15 0 2 5 23 0 420
4:25 PM 4 109 23 0 27 117 5 0 5 49 10 0 10 14 34 0 407
4:30 PM 4 91 17 0 19 97 5 0 7 28 16 0 15 18 31 0 348
4:35 PM 4 100 21 0 16 112 6 0 14 36 13 0 8 20 23 0 373
4:40 PM 3 139 12 0 12 146 0 0 7 27 16 0 10 7 38 0 417
4:45 PM 8 89 21 0 22 114 1 0 2 30 13 0 11 13 26 0 350
4:50 PM 3 75 18 0 21 100 4 0 6 34 12 0 10 15 34 0 332
4:55 PM 6 110 17 0 16 109 5 0 4 25 14 0 8 15 23 0 352 4434 5:00 PM 7 90 14 0 13 112 7 0 4 43 15 0 14 7 31 0 357 4429 5:05 PM 14 115 11 0 29 121 7 0 6 19 9 0 3 20 30 0 384 4464 5:10 PM 9 57 11 0 23 89 7 0 8 36 14 0 14 12 35 0 315 4387 5:15 PM 3 141 22 0 18 1 40 0 0 12 39 12 0 3 10 31 0 431 4486 5 :20 PM 6 111 12 0 25 105 4 0 4 27 17 0 15 13 33 0 372 4438 5:25 PM 9 103 16 0 20 120 2 0 4 35 9 0 7 9 18 0 352 4383 5:30 PM 3 77 17 0 12 79 4 0 4 30 20 0 27 14 29 0 316 4351 5:35 PM 10 104 23 2 29 138 2 0 4 28 6 0 9 11 41 0 407 4385 5:40 PM 4 110 19 0 21 149 4 0 1 19 9 0 5 16 29 0 386 4354 5:45 PM 6 73 15 0 13 89 4 0 7 30 16 0 9 15 31 0 308 4312 5:50 PM 8 134 18 0 28 121 5 0 4 16 16 0 12 8 30 0 400 4380 5:55 PM 4 89 6 0 17 97 2 0 7 24 12 0 10 15 32 0 315 4343 Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 52 1416 228 0 280 1356 56 0 68 472 164 0 108 148 352 0 4700 Heavy Trucks 0 80 16 4 60 24 0 8 8 0 12 0 212
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
334
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 4. Isabel Ave -- Discovery Dr QC JOB #: QC JOB #: 16974907 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 1746 1472
41 1705 0
72 18
0 0
0 0.950.95
0 32
14 0
0 31 1454 0
1719 1485
Peak-Hour: 7:40 AM -- 8:40 AMPeak-Hour: 7:40 AM -- 8:40 AM Peak 15-Min: 8:10 AM -- 8:25 AMPeak 15-Min: 8:10 AM -- 8:25 AM
7.9 8.6
17.1 7.7 0
15.3 61.1
0 0
0 0
65.6 71.4
0 0
12.9 8 0
8.2 8.1
0 0 0
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
4. Isabel Ave 4. Isabel Ave
(Northbound)(Northbound)
4. Isabel Ave 4. Isabel Ave
(Southbound)(Southbound)
Discovery DrDiscovery Dr
(Eastbound)(Eastbound)
Discovery DrDiscovery Dr
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 3 90 0 0 0 105 2 0 2 0 2 0 0 0 0 0 204
7:05 AM 3 114 0 0 0 88 2 0 7 0 0 0 0 0 0 0 214
7:10 AM 5 101 0 0 0 78 7 0 2 0 1 0 0 0 0 0 194
7:15 AM 2 73 0 0 0 103 5 0 2 0 1 0 0 0 0 0 186
7:20 AM 1 134 0 0 0 101 4 0 2 0 4 0 0 0 0 0 246
7:25 AM 2 115 0 0 0 94 4 0 2 0 1 0 0 0 0 0 218
7:30 AM 2 128 0 0 0 127 4 0 0 0 1 0 0 0 0 0 262
7:35 AM 0 160 0 0 0 122 3 0 2 0 0 0 0 0 0 0 287
7:40 AM 1 100 0 0 0 153 5 0 2 0 1 0 0 0 0 0 262
7:45 AM 4 120 0 0 0 166 6 0 1 0 0 0 0 0 0 0 297
7:50 AM 4 138 0 0 0 132 4 0 0 0 2 0 0 0 0 0 280
7:55 AM 2 122 0 0 0 117 4 0 3 0 0 0 0 0 0 0 248 2898
8:00 AM 5 119 0 0 0 174 8 0 0 0 1 0 0 0 0 0 307 3001
8:05 AM 2 100 0 0 0 122 6 0 5 0 1 0 0 0 0 0 236 3023
8:10 AM 2 133 0 0 0 143 1 0 2 0 1 0 0 0 0 0 282 3111
8:15 AM 0 97 0 0 0 1 55 0 0 1 0 1 0 0 0 0 0 254 3179
8 :20 AM 0 138 0 0 0 175 1 0 1 0 4 0 0 0 0 0 319 3252
8:25 AM 4 113 0 0 0 105 0 0 0 0 0 0 0 0 0 0 222 3256
8:30 AM 3 128 0 0 0 128 3 0 3 0 3 0 0 0 0 0 268 3262
8:35 AM 4 146 0 0 0 135 3 0 0 0 0 0 0 0 0 0 288 3263
8:40 AM 4 99 0 0 0 122 0 0 1 0 0 0 0 0 0 0 226 3227
8:45 AM 0 109 0 0 0 128 5 0 1 0 2 0 0 0 0 0 245 3175
8:50 AM 5 92 0 0 0 105 5 0 1 0 1 0 0 0 0 0 209 3104
8:55 AM 4 125 0 0 0 117 0 0 1 0 1 0 0 0 0 0 248 3104
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 8 1472 0 0 0 1892 8 0 16 0 24 0 0 0 0 0 3420 Heavy Trucks 0 124 0 0 128 4 8 0 12 0 0 0 276
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
335
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 4. Isabel Ave -- Discovery Dr QC JOB #: QC JOB #: 16974908 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 1661 1510
33 1628 0
44 39
0 0
0 0.940.94
0 73
34 0
0 11 1471 0
1662 1482
Peak-Hour: 4:05 PM -- 5:05 PMPeak-Hour: 4:05 PM -- 5:05 PM Peak 15-Min: 4:10 PM -- 4:25 PMPeak 15-Min: 4:10 PM -- 4:25 PM
3.8 5
30.3 3.3 0
34.1 23.1
0 0
0 0
20.5 17.6
0 0
45.5 4.5 0
3.5 4.8
0 0 0
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
4. Isabel Ave 4. Isabel Ave
(Northbound)(Northbound)
4. Isabel Ave 4. Isabel Ave
(Southbound)(Southbound)
Discovery DrDiscovery Dr
(Eastbound)(Eastbound)
Discovery DrDiscovery Dr
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 2 120 0 0 0 172 4 0 2 0 2 0 0 0 0 0 302
4:05 PM 1 115 0 0 0 124 1 0 4 0 1 0 0 0 0 0 246
4:10 PM 0 157 0 0 0 130 2 0 0 0 1 0 0 0 0 0 290
4:15 PM 1 117 0 0 0 133 2 0 3 0 1 0 0 0 0 0 257
4:20 PM 1 149 0 0 0 147 2 0 5 0 1 0 0 0 0 0 305
4:25 PM 2 122 0 0 0 112 4 0 6 0 1 0 0 0 0 0 247
4:30 PM 1 112 0 0 0 134 5 0 6 0 8 0 0 0 0 0 266
4:35 PM 1 118 0 0 0 141 3 0 2 0 1 0 0 0 0 0 266
4:40 PM 2 117 0 0 0 152 3 0 3 0 4 0 0 0 0 0 281
4:45 PM 0 128 0 0 0 126 2 0 1 0 4 0 0 0 0 0 261
4:50 PM 1 113 0 0 0 135 2 0 1 0 5 0 0 0 0 0 257
4:55 PM 1 113 0 0 0 112 3 0 3 0 4 0 0 0 0 0 236 3214
5:00 PM 0 110 0 0 0 182 4 0 5 0 3 0 0 0 0 0 304 3216
5:05 PM 3 109 0 0 0 112 3 0 12 0 5 0 0 0 0 0 244 3214
5:10 PM 2 102 0 0 0 132 7 0 6 0 2 0 0 0 0 0 251 3175
5:15 PM 2 133 0 0 0 157 0 0 5 0 1 0 0 0 0 0 298 3216
5 :20 PM 1 113 0 0 0 133 2 0 3 0 2 0 0 0 0 0 254 3165
5:25 PM 1 114 0 0 0 114 3 0 7 0 4 0 0 0 0 0 243 3161
5:30 PM 2 83 0 0 0 138 6 0 18 0 3 0 0 0 0 0 250 3145
5:35 PM 3 117 0 0 0 142 2 0 11 0 3 0 0 0 0 0 278 3157
5:40 PM 0 127 0 0 0 148 6 0 14 0 5 0 0 0 0 0 300 3176
5:45 PM 0 88 0 0 0 150 1 0 4 0 3 0 0 0 0 0 246 3161
5:50 PM 1 140 0 0 0 121 13 0 2 0 1 0 0 0 0 0 278 3182
5:55 PM 0 102 0 0 0 132 5 0 3 0 1 0 0 0 0 0 243 3189
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 8 1692 0 0 0 1640 24 0 32 0 12 0 0 0 0 0 3408 Heavy Trucks 0 92 0 0 64 8 16 0 0 0 0 0 180
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
336
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 5. Discovery Dr -- N Dwy QC JOB #: QC JOB #: 16974909 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 50 22
1 37 12
3 0
0 3
1 0.690.69
1 1
0 2
21 1 22 8
39 31
Peak-Hour: 7:10 AM -- 8:10 AMPeak-Hour: 7:10 AM -- 8:10 AM Peak 15-Min: 7:55 AM -- 8:10 AMPeak 15-Min: 7:55 AM -- 8:10 AM 12 31.8
0 16.2 0
66.7 0
0 66.7
100
100
100
0 50
4.8 100 31.8 0
17.9 25.8
0 0 4
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
5. Discovery Dr 5. Discovery Dr
(Northbound)(Northbound)
5. Discovery Dr 5. Discovery Dr
(Southbound)(Southbound)
N DwyN Dwy
(Eastbound)(Eastbound)
N DwyN Dwy
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 0 0 1 0 4 2 0 0 0 0 0 0 0 0 0 0 7
7:05 AM 0 2 0 0 2 1 0 0 0 0 0 0 0 0 0 0 5
7:10 AM 0 3 2 0 1 0 0 0 0 0 0 0 0 0 0 0 6
7:15 AM 0 1 0 0 3 5 0 0 0 0 0 0 0 0 0 0 9
7:20 AM 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 0 5
7:25 AM 0 2 1 0 3 3 0 0 0 0 0 0 0 0 0 0 9
7:30 AM 0 0 1 0 1 1 0 0 0 0 0 0 1 0 0 0 4
7:35 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:40 AM 0 2 0 0 0 4 1 0 0 0 0 0 0 0 0 0 7
7:45 AM 0 1 2 0 0 5 0 0 0 0 0 0 0 1 0 0 9
7:50 AM 1 2 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5
7:55 AM 0 3 1 0 1 4 0 0 0 1 0 0 0 0 0 0 10 76
8:00 AM 0 6 0 0 1 5 0 0 0 0 0 0 1 0 0 0 13 82
8:05 AM 0 2 0 0 0 6 0 0 0 0 0 0 0 0 0 0 8 85
8:10 AM 0 1 0 0 0 2 2 0 0 0 0 0 0 0 0 0 5 84
8:15 AM 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 3 78
8 :20 AM 0 2 0 0 0 2 0 0 0 0 1 0 1 0 0 0 6 79
8:25 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 73
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 69
8:35 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 4 73
8:40 AM 0 2 0 0 1 2 0 0 0 0 0 0 0 0 0 0 5 71
8:45 AM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 65
8:50 AM 0 2 0 0 0 1 0 0 0 0 0 0 1 0 0 0 4 64
8:55 AM 0 4 0 0 0 4 0 0 0 0 0 0 1 0 0 0 9 63
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 44 4 0 8 60 0 0 0 4 0 0 4 0 0 0 124
Heavy Trucks 0 16 0 0 12 0 0 4 0 4 0 0 36
Buses
Pedestrians 0 0 0 4 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
337
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 5. Discovery Dr -- N Dwy QC JOB #: QC JOB #: 16974910 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 22 54
0 18 4
3 0
8 12
2 0.770.77
2 2
0 2
6 1 46 0
20 47
Peak-Hour: 4:15 PM -- 5:15 PMPeak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 4:25 PM -- 4:40 PMPeak 15-Min: 4:25 PM -- 4:40 PM
27.3 9.3
0 33.3 0
33.3 0
0 0
0 0
0 0
0 0
100 10.9 0
30 12.8
0 0 0
1 0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
5. Discovery Dr 5. Discovery Dr
(Northbound)(Northbound)
5. Discovery Dr 5. Discovery Dr
(Southbound)(Southbound)
N DwyN Dwy
(Eastbound)(Eastbound)
N DwyN Dwy
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 0 5 0 0 0 2 0 0 0 0 0 0 0 0 3 0 10
4:05 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 3 0 5
4:10 PM 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 3
4:15 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 0 2 0 8
4:20 PM 0 4 0 0 1 1 0 0 0 0 0 0 0 1 1 0 8
4:25 PM 0 3 0 0 0 3 0 0 0 1 0 0 1 0 0 0 8
4:30 PM 0 4 0 0 0 2 0 0 0 0 0 0 1 0 0 0 7
4:35 PM 0 6 0 0 1 4 0 0 0 0 0 0 0 0 1 0 12
4:40 PM 0 5 0 0 0 3 0 0 0 0 0 0 0 0 0 0 8
4:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 0 4
4:50 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
4:55 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 78
5:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 71
5:05 PM 0 10 0 0 1 2 0 0 0 1 0 0 0 1 0 0 15 81
5:10 PM 1 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5 83
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 78
5 :20 PM 0 4 0 0 0 2 0 0 0 1 2 0 0 1 0 0 10 80
5:25 PM 0 3 0 0 0 2 0 0 0 0 0 0 0 1 1 0 7 79
5:30 PM 0 2 0 0 0 0 0 0 0 1 0 0 0 0 2 0 5 77
5:35 PM 0 5 0 0 0 3 0 0 0 0 0 0 0 0 0 0 8 73
5:40 PM 0 2 1 0 1 1 0 0 0 0 0 0 0 0 0 0 5 70
5:45 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 1 0 4 70
5:50 PM 0 1 0 0 0 3 0 0 0 0 0 0 1 0 0 0 5 73
5:55 PM 0 3 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5 75
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 52 0 0 4 36 0 0 0 4 0 0 8 0 4 0 108
Heavy Trucks 0 4 0 0 16 0 0 0 0 0 0 0 20
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
338
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 6. Discovery Dr -- Center Dwy QC JOB #: QC JOB #: 16974911 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 39 29
0 30 9
0 0
1 2
0 0.630.63
0 0
0 1
10 0 28 1
31 29
Peak-Hour: 7:25 AM -- 8:25 AMPeak-Hour: 7:25 AM -- 8:25 AM Peak 15-Min: 7:55 AM -- 8:10 AMPeak 15-Min: 7:55 AM -- 8:10 AM
20.5 27.6
0 23.3 11.1
0 0
100
50 0
0 0
0 0
10 0 25 0
22.6 24.1
1 0 4
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
6. Discovery Dr 6. Discovery Dr
(Northbound)(Northbound)
6. Discovery Dr 6. Discovery Dr
(Southbound)(Southbound)
Center DwyCenter Dwy
(Eastbound)(Eastbound)
Center DwyCenter Dwy
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2
7:05 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 0 0 0 5
7:10 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
7:15 AM 0 1 0 0 1 3 0 0 0 0 0 0 0 0 0 0 5
7:20 AM 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3
7:25 AM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5
7:30 AM 0 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 4
7:35 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:40 AM 0 2 0 0 0 4 0 0 0 0 0 0 0 0 0 0 6
7:45 AM 0 3 0 0 2 3 0 0 0 0 0 0 0 0 0 0 8
7:50 AM 0 4 0 0 1 0 0 0 0 0 0 0 1 0 0 0 6
7:55 AM 0 3 0 0 2 2 0 0 0 0 0 0 0 0 1 0 8 56
8:00 AM 0 6 0 0 0 6 0 0 0 0 0 0 0 0 0 0 12 66
8:05 AM 0 2 0 0 2 4 0 0 0 0 0 0 0 0 0 0 8 69
8:10 AM 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 68
8:15 AM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 66
8 :20 AM 0 2 1 0 0 4 0 0 0 0 0 0 0 0 0 0 7 70
8:25 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 68
8:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 65
8:35 AM 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 4 69
8:40 AM 0 2 1 0 0 2 0 0 0 0 0 0 0 0 0 0 5 68
8:45 AM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 63
8:50 AM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4 61
8:55 AM 0 4 0 0 0 5 0 0 0 0 0 0 0 0 0 0 9 62
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 44 0 0 16 48 0 0 0 0 0 0 0 0 4 0 112
Heavy Trucks 0 12 0 0 16 0 0 0 0 0 0 4 32
Buses
Pedestrians 0 0 0 4 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
339
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 6. Discovery Dr -- Center Dwy QC JOB #: QC JOB #: 16974912 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 24 41
0 24 0
0 0
12 14
0 0.680.68
0 0
0 2
1 0 29 1
26 30
Peak-Hour: 4:25 PM -- 5:25 PMPeak-Hour: 4:25 PM -- 5:25 PM Peak 15-Min: 4:30 PM -- 4:45 PMPeak 15-Min: 4:30 PM -- 4:45 PM
29.2 9.8
0 29.2 0
0 0
0 0
0 0
0 0
0 0
0 13.8 0
26.9 13.3
0 0 0
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
6. Discovery Dr 6. Discovery Dr
(Northbound)(Northbound)
6. Discovery Dr 6. Discovery Dr
(Southbound)(Southbound)
Center DwyCenter Dwy
(Eastbound)(Eastbound)
Center DwyCenter Dwy
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 3 0 7
4:05 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 2
4:10 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 0 3
4:15 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 2 0 7
4:20 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 0 4
4:25 PM 0 3 0 0 0 4 0 0 0 0 0 0 0 0 0 0 7
4:30 PM 0 4 0 0 0 3 0 0 0 0 0 0 0 0 0 0 7
4:35 PM 0 4 0 0 0 4 0 0 0 0 0 0 0 0 2 0 10
4:40 PM 0 2 0 0 0 3 0 0 0 0 0 0 0 0 3 0 8
4:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:50 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
4:55 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 60
5:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 56
5:05 PM 0 4 0 0 0 2 0 0 0 0 0 0 0 0 6 0 12 66
5:10 PM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4 67
5:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 2 62
5 :20 PM 0 3 1 0 0 4 0 0 0 0 0 0 1 0 1 0 10 68
5:25 PM 0 1 1 0 0 2 0 0 0 0 0 0 1 0 2 0 7 68
5:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 3 64
5:35 PM 0 4 0 0 0 3 0 0 0 0 0 0 0 0 1 0 8 62
5:40 PM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 1 0 4 58
5:45 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 60
5:50 PM 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0 0 4 62
5:55 PM 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4 64
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 40 0 0 0 40 0 0 0 0 0 0 0 0 20 0 100
Heavy Trucks 0 4 0 0 8 0 0 0 0 0 0 0 12
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
340
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 7. Discovery Dr -- S Dwy QC JOB #: QC JOB #: 16974913 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 32 29
0 28 4
0 0
5 5
0 0.680.68
0 0
0 0
6 0 24 2
28 26
Peak-Hour: 7:25 AM -- 8:25 AMPeak-Hour: 7:25 AM -- 8:25 AM Peak 15-Min: 7:50 AM -- 8:05 AMPeak 15-Min: 7:50 AM -- 8:05 AM
21.9 24.1
0 10.7 100
0 0
80 80
0 0
0 0
0 66.7
0 12.5 0
10.7 11.5
0 0 1
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
7. Discovery Dr 7. Discovery Dr
(Northbound)(Northbound)
7. Discovery Dr 7. Discovery Dr
(Southbound)(Southbound)
S DwyS Dwy
(Eastbound)(Eastbound)
S DwyS Dwy
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
7:05 AM 0 3 0 0 0 0 0 0 0 0 0 0 1 0 1 0 5
7:10 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
7:15 AM 0 0 0 0 0 3 0 0 0 0 0 0 0 0 1 0 4
7:20 AM 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3
7:25 AM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5
7:30 AM 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 4
7:35 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:40 AM 0 2 0 0 1 3 0 0 0 0 0 0 0 0 0 0 6
7:45 AM 0 3 1 0 0 3 0 0 0 0 0 0 0 0 0 0 7
7:50 AM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 2 0 7
7:55 AM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 2 0 5 51
8:00 AM 0 5 0 0 1 5 0 0 0 0 0 0 0 0 0 0 11 61
8:05 AM 0 2 0 0 0 4 0 0 0 0 0 0 0 0 0 0 6 62
8:10 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 60
8:15 AM 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 59
8 :20 AM 0 2 0 0 1 3 0 0 0 0 0 0 0 0 1 0 7 63
8:25 AM 0 2 0 0 0 0 0 0 0 0 0 0 1 0 1 0 4 62
8:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 59
8:35 AM 0 2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 4 63
8:40 AM 0 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 5 62
8:45 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 0 3 58
8:50 AM 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3 54
8:55 AM 0 3 0 0 0 4 0 0 0 0 0 0 0 0 1 0 8 57
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 36 0 0 4 36 0 0 0 0 0 0 0 0 16 0 92
Heavy Trucks 0 0 0 4 8 0 0 0 0 0 0 12 24
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
341
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: 7. Discovery Dr -- S Dwy QC JOB #: QC JOB #: 16974914 CITY/STATE: CITY/STATE: Livermore, CA DATE: DATE: Thu, Mar 27 2025 25 29
0 21 4
0 0
3 5
0 0.610.61
0 0
0 2
4 0 26 0
23 26
Peak-Hour: 4:25 PM -- 5:25 PMPeak-Hour: 4:25 PM -- 5:25 PM Peak 15-Min: 4:25 PM -- 4:40 PMPeak 15-Min: 4:25 PM -- 4:40 PM 28 13.8
0 28.6 25
0 0
0 0
0 0
0 0
0 25
0 15.4 0
26.1 15.4
0 0 0
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
7. Discovery Dr 7. Discovery Dr
(Northbound)(Northbound)
7. Discovery Dr 7. Discovery Dr
(Southbound)(Southbound)
S DwyS Dwy
(Eastbound)(Eastbound)
S DwyS Dwy
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4
4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:10 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
4:15 PM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5
4:20 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2
4:25 PM 0 3 0 0 0 4 0 0 0 0 0 0 0 0 0 0 7
4:30 PM 0 4 0 0 0 3 0 0 0 0 0 0 0 0 0 0 7
4:35 PM 0 4 0 0 1 3 0 0 0 0 0 0 0 0 1 0 9
4:40 PM 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0 0 4
4:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:50 PM 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 0 3
4:55 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 45
5:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 44
5:05 PM 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4 48
5:10 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 1 0 4 51
5:15 PM 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3 4 9
5 :20 PM 0 2 0 0 2 3 0 0 0 0 0 0 1 0 1 0 9 56
5:25 PM 0 1 0 0 1 2 0 0 0 0 0 0 0 0 1 0 5 54
5:30 PM 0 3 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 51
5:35 PM 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 6 48
5:40 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 3 47
5:45 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 49
5:50 PM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 49
5:55 PM 0 3 0 0 1 1 0 0 0 0 0 0 0 0 0 0 5 52
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 44 0 0 4 40 0 0 0 0 0 0 0 0 4 0 92
Heavy Trucks 0 4 0 0 16 0 0 0 0 0 0 0 20
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 4/4/2025 4:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
ATTACHMENT 3
342
QUALITY COUNTS REPORT
---------------------
Type: Volume Data
Location: Discovery Dr S of S Dwy
Specific Location:
City/State: Livermore / CA
Direction: NB
-------------------------------------------------------- Direction
Start Time Thu NB
27-Mar-25 Hourly Vol
12:00 AM 2 12:00 AM 17
12:15 AM 5 1:00 AM 11
12:30 AM 6 2:00 AM 3
12:45 AM 4 3:00 AM 8
1:00 AM 4 4:00 AM 41
1:15 AM 1 5:00 AM 25
1:30 AM 2 6:00 AM 28
1:45 AM 4 7:00 AM 21
2:00 AM 2 8:00 AM 23
2:15 AM 0 9:00 AM 23
2:30 AM 0 10:00 AM 22
2:45 AM 1 11:00 AM 21
3:00 AM 3 12:00 PM 27
3:15 AM 2 1:00 PM 41
3:30 AM 2 2:00 PM 32
3:45 AM 1 3:00 PM 38
4:00 AM 7 4:00 PM 22
4:15 AM 8 5:00 PM 24
4:30 AM 17 6:00 PM 22
4:45 AM 9 7:00 PM 8
5:00 AM 6 8:00 PM 11
5:15 AM 5 9:00 PM 20
5:30 AM 4 10:00 PM 13
5:45 AM 10 11:00 PM 10
6:00 AM 9 sum 511
6:15 AM 4
6:30 AM 8
6:45 AM 7
7:00 AM 7
7:15 AM 3
7:30 AM 4
7:45 AM 7
8:00 AM 7
8:15 AM 5
8:30 AM 6
8:45 AM 5
9:00 AM 6
9:15 AM 5
9:30 AM 7
9:45 AM 5
10:00 AM 6
10:15 AM 3
10:30 AM 9
10:45 AM 4
11:00 AM 5
11:15 AM 2
11:30 AM 6
11:45 AM 8
12:00 PM 4
12:15 PM 9
12:30 PM 7
12:45 PM 7
1:00 PM 7
1:15 PM 12
1:30 PM 11
1:45 PM 11
2:00 PM 9
2:15 PM 10
2:30 PM 7
2:45 PM 6
3:00 PM 14
3:15 PM 14
3:30 PM 5
3:45 PM 5
4:00 PM 2
4:15 PM 7
4:30 PM 10
4:45 PM 3
5:00 PM 7
5:15 PM 5
5:30 PM 6
5:45 PM 6
6:00 PM 9
6:15 PM 3
6:30 PM 4
6:45 PM 6
7:00 PM 2
7:15 PM 2
7:30 PM 3
7:45 PM 1
8:00 PM 1
8:15 PM 4
8:30 PM 2
8:45 PM 4
9:00 PM 4
9:15 PM 7
9:30 PM 7
9:45 PM 2
10:00 PM 3
10:15 PM 3
10:30 PM 5
10:45 PM 2
11:00 PM 5
11:15 PM 4
11:30 PM 0
11:45 PM 1
Day Total 511
ADT 511
0 5
10 15
20 25
30 35
40 45
Hourly Volumes - Northbound
ATTACHMENT 3
343
QUALITY COUNTS REPORT
---------------------
Type: Volume Data
Location: Discovery Dr S of S Dwy
Specific Location:
City/State: Livermore / CA
Direction: SB
-------------------------------------------------------- Direction
Start Time Thu SB
27-Mar-25 Hourly Vol
12:00 AM 1 12:00 AM 5
12:15 AM 1 1:00 AM 6
12:30 AM 1 2:00 AM 7
12:45 AM 2 3:00 AM 21
1:00 AM 0 4:00 AM 20
1:15 AM 5 5:00 AM 22
1:30 AM 1 6:00 AM 14
1:45 AM 0 7:00 AM 19
2:00 AM 3 8:00 AM 24
2:15 AM 2 9:00 AM 20
2:30 AM 1 10:00 AM 27
2:45 AM 1 11:00 AM 21
3:00 AM 2 12:00 PM 41
3:15 AM 2 1:00 PM 89
3:30 AM 5 2:00 PM 33
3:45 AM 12 3:00 PM 30
4:00 AM 3 4:00 PM 21
4:15 AM 1 5:00 PM 19
4:30 AM 8 6:00 PM 26
4:45 AM 8 7:00 PM 12
5:00 AM 5 8:00 PM 19
5:15 AM 4 9:00 PM 11
5:30 AM 5 10:00 PM 9
5:45 AM 8 11:00 PM 11
6:00 AM 6 sum 527
6:15 AM 4
6:30 AM 2
6:45 AM 2
7:00 AM 2
7:15 AM 8
7:30 AM 3
7:45 AM 6
8:00 AM 10
8:15 AM 5
8:30 AM 2
8:45 AM 7
9:00 AM 6
9:15 AM 4
9:30 AM 4
9:45 AM 6
10:00 AM 6
10:15 AM 12
10:30 AM 4
10:45 AM 5
11:00 AM 4
11:15 AM 5
11:30 AM 8
11:45 AM 4
12:00 PM 6
12:15 PM 8
12:30 PM 11
12:45 PM 16
1:00 PM 8
1:15 PM 11
1:30 PM 49
1:45 PM 21
2:00 PM 8
2:15 PM 10
2:30 PM 11
2:45 PM 4
3:00 PM 7
3:15 PM 6
3:30 PM 7
3:45 PM 10
4:00 PM 4
4:15 PM 6
4:30 PM 9
4:45 PM 2
5:00 PM 3
5:15 PM 7
5:30 PM 4
5:45 PM 5
6:00 PM 7
6:15 PM 6
6:30 PM 3
6:45 PM 10
7:00 PM 4
7:15 PM 1
7:30 PM 2
7:45 PM 5
8:00 PM 3
8:15 PM 6
8:30 PM 2
8:45 PM 8
9:00 PM 5
9:15 PM 4
9:30 PM 1
9:45 PM 1
10:00 PM 0
10:15 PM 3
10:30 PM 5
10:45 PM 1
11:00 PM 5
11:15 PM 4
11:30 PM 2
11:45 PM 0
Day Total 527
ADT 527
%Weekday Average100.00%
%Week Average 100.00%
AM Peak 3:45 AM
15-min Vol 12
PM Peak 1:30 PM
15-min Vol 49
0 10
20 30
40 50
60 70
80 90
100
Hourly Volumes - Southbound
ATTACHMENT 3
344
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 56
Appendix B
Existing Conditions Synchro Worksheets
ATTACHMENT 3
345
Queues
1: 1. Discovery Dr & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
AM Peak Hour Page 1
Lane Group EBT WBL WBT NBT NBR SBT
Lane Group Flow (vph) 207 20 581 13 11 1
v/c Ratio 0.07 0.03 0.18 0.01 0.02 0.00
Control Delay (s/veh) 4.7 14.0 2.4 13.4 0.1 17.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 4.7 14.0 2.4 13.4 0.1 17.0
Queue Length 50th (ft) 0 1 0 0 0 0
Queue Length 95th (ft) 44 24 78 18 0 4
Internal Link Dist (ft) 419 723 380 182
Turn Bay Length (ft) 200 335
Base Capacity (vph) 3049 1143 3567 1428 833 657
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.07 0.02 0.16 0.01 0.01 0.00
Intersection Summary
ATTACHMENT 3
346
HCM 7th Signalized Intersection Summary
1: 1. Discovery Dr & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
AM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 162 18 17 503 3 11 0 10 1 0 0
Future Volume (veh/h) 0 162 18 17 503 3 11 0 10 1 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 0 1841 1811 1292 1885 1900 1767 1900 863 418 1900 1900 Adj Flow Rate, veh/h 0 186 21 20 578 3 13 0 11 1 0 0
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 4 6 41 1 0 9 0 70 100 0 0
Cap, veh/h 0 904 101 51 1713 9 99 0 40 6 0 0
Arrive On Green 0.00 0.28 0.28 0.04 0.47 0.47 0.05 0.00 0.05 0.00 0.00 0.00 Sat Flow, veh/h 0 3264 354 1231 3653 19 1810 0 731 1809 0 0 Grp Volume(v), veh/h 0 102 105 20 283 298 13 0 11 1 0 0 Grp Sat Flow(s),veh/h/ln 0 1749 1777 1231 1791 1881 1810 0 731 1810 0 0 Q Serve(g_s), s 0.0 1.2 1.3 0.4 2.8 2.8 0.2 0.0 0.4 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 1.2 1.3 0.4 2.8 2.8 0.2 0.0 0.4 0.0 0.0 0.0 Prop In Lane 0.00 0.20 1.00 0.01 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 0 498 506 51 840 882 99 0 40 6 0 0 V/C Ratio(X) 0.00 0.20 0.21 0.39 0.34 0.34 0.13 0.00 0.27 0.15 0.00 0.00 Avail Cap(c_a), veh/h 0 1873 1903 1318 1918 2015 1292 0 522 775 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 7.6 7.6 13.1 4.7 4.7 12.6 0.0 12.7 13.9 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 0.1 1.8 0.2 0.2 0.2 0.0 1.4 4.1 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.1 0.2 0.2 0.1 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 7.8 7.8 14.9 4.9 4.9 12.8 0.0 14.1 18.0 0.0 0.0 LnGrp LOS A A B A A B B B
Approach Vol, veh/h 207 601 24 1
Approach Delay, s/veh 7.8 5.2 13.4 18.0
Approach LOS A A B B
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 5.2 13.3 4.0 18.4 5.5
Change Period (Y+Rc), s 4.0 5.3 4.0 5.3 4.0
Max Green Setting (Gmax), s 30.0 30.0 12.0 30.0 20.0
Max Q Clear Time (g_c+I1), s 2.4 3.3 2.0 4.8 2.4
Green Ext Time (p_c), s 0.0 0.8 0.0 2.5 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 6.1
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
347
Queues
2: 2. Voyager St & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
AM Peak Hour Page 3
Lane Group EBT WBL WBT NBT NBR SBT
Lane Group Flow (vph) 196 38 564 9 24 1
v/c Ratio 0.07 0.06 0.18 0.02 0.04 0.00
Control Delay (s/veh) 4.4 13.2 2.1 14.5 0.1 19.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 4.4 13.2 2.1 14.5 0.1 19.0
Queue Length 50th (ft) 0 0 0 0 0 0
Queue Length 95th (ft) 42 38 71 15 0 5
Internal Link Dist (ft) 723 1056 639 165
Turn Bay Length (ft) 295 320
Base Capacity (vph) 2986 1103 3271 1056 908 1305
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.07 0.03 0.17 0.01 0.03 0.00
Intersection Summary
ATTACHMENT 3
348
HCM 7th Signalized Intersection Summary
2: 2. Voyager St & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
AM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 165 10 34 501 1 8 0 21 1 0 0
Future Volume (veh/h) 0 165 10 34 501 1 8 0 21 1 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 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 1900 1796 1307 1292 1856 1900 1159 1900 1055 1900 1900 1900 Adj Flow Rate, veh/h 0 185 11 38 563 1 9 0 24 1 0 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 7 40 41 3 0 50 0 57 0 0 0
Cap, veh/h 6 887 52 89 1732 3 122 0 60 6 0 0
Arrive On Green 0.00 0.27 0.27 0.07 0.48 0.48 0.07 0.00 0.07 0.00 0.00 0.00 Sat Flow, veh/h 1810 3270 193 1231 3611 6 1810 0 893 1809 0 0 Grp Volume(v), veh/h 0 96 100 38 275 289 9 0 24 1 0 0
Grp Sat Flow(s),veh/h/ln 1810 1706 1756 1231 1763 1854 1810 0 893 1810 0 0 Q Serve(g_s), s 0.0 1.3 1.3 0.9 2.8 2.8 0.1 0.0 0.8 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 1.3 1.3 0.9 2.8 2.8 0.1 0.0 0.8 0.0 0.0 0.0 Prop In Lane 1.00 0.11 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 6 463 476 89 845 889 122 0 60 6 0 0 V/C Ratio(X) 0.00 0.21 0.21 0.43 0.33 0.33 0.07 0.00 0.40 0.16 0.00 0.00 Avail Cap(c_a), veh/h 738 2029 2088 836 2096 2204 1537 0 759 738 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 8.3 8.3 13.1 4.7 4.7 12.9 0.0 13.2 14.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.2 1.2 0.2 0.2 0.1 0.0 1.6 4.5 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.3 0.3 0.2 0.3 0.3 0.0 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 8.4 8.5 14.3 4.9 4.9 13.0 0.0 14.7 19.2 0.0 0.0 LnGrp LOS A A B A A B B B
Approach Vol, veh/h 196 602 33 1
Approach Delay, s/veh 8.5 5.5 14.2 19.2
Approach LOS A A B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.1 13.3 4.0 0.0 19.4 6.0
Change Period (Y+Rc), s 4.0 5.3 4.0 4.0 5.3 4.0
Max Green Setting (Gmax), s 20.0 35.0 12.0 12.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 2.9 3.3 2.0 0.0 4.8 2.8
Green Ext Time (p_c), s 0.0 0.8 0.0 0.0 2.5 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 6.5
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
349
Queues
3: 3. Isabel Ave & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
AM Peak Hour Page 5
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 19 80 86 157 306 489 183 1289 194 162 1589 101 v/c Ratio 0.06 0.13 0.24 0.33 0.54 0.65 0.44 0.71 0.28 0.41 0.90 0.17 Control Delay (s/veh) 53.3 41.0 2.8 51.5 41.5 22.4 54.8 33.6 5.1 55.4 42.6 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 53.3 41.0 2.8 51.5 41.5 22.4 54.8 33.6 5.1 55.4 42.6 2.7 Queue Length 50th (ft) 6 26 0 51 175 157 61 256 1 54 352 0 Queue Length 95th (ft) 23 52 11 113 352 388 131 448 54 119 604 21 Internal Link Dist (ft) 1056 946 2204 1225
Turn Bay Length (ft) 190 450 185 290 335 240 250
Base Capacity (vph) 310 1676 775 591 1000 780 597 2952 1000 461 2742 864 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.06 0.05 0.11 0.27 0.31 0.63 0.31 0.44 0.19 0.35 0.58 0.12 Intersection Summary
ATTACHMENT 3
350
HCM 7th Signalized Intersection Summary
3: 3. Isabel Ave & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
AM Peak Hour Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 18 74 80 146 285 455 170 1199 180 151 1478 94 Future Volume (veh/h) 18 74 80 146 285 455 170 1199 180 151 1478 94 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 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 1159 1826 1737 1826 1885 1856 1841 1767 1781 1885 1767 1678 Adj Flow Rate, veh/h 19 80 86 157 306 489 183 1289 194 162 1589 101 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 50 5 11 5 1 3 4 9 8 1 9 15
Cap, veh/h 126 755 321 453 553 627 401 1742 545 381 1700 501 Arrive On Green 0.06 0.22 0.22 0.13 0.29 0.29 0.12 0.36 0.36 0.11 0.35 0.35 Sat Flow, veh/h 2141 3469 1472 3374 1885 1552 3401 4823 1510 3483 4823 1422 Grp Volume(v), veh/h 19 80 86 157 306 489 183 1289 194 162 1589 101 Grp Sat Flow(s),veh/h/ln 1071 1735 1472 1687 1885 1552 1700 1608 1510 1742 1608 1422 Q Serve(g_s), s 1.0 2.2 5.7 5.0 16.2 32.5 5.9 27.6 11.2 5.1 37.7 5.9 Cycle Q Clear(g_c), s 1.0 2.2 5.7 5.0 16.2 32.5 5.9 27.6 11.2 5.1 37.7 5.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 126 755 321 453 553 627 401 1742 545 381 1700 501 V/C Ratio(X) 0.15 0.11 0.27 0.35 0.55 0.78 0.46 0.74 0.36 0.43 0.93 0.20 Avail Cap(c_a), veh/h 271 755 321 570 955 959 574 2851 893 441 2240 660 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 52.9 37.1 38.5 46.5 35.3 30.9 48.7 33.0 27.7 49.3 37.0 26.7 Incr Delay (d2), s/veh 0.2 0.0 0.2 0.2 0.3 1.0 0.3 0.2 0.1 0.3 5.9 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.9 2.0 2.1 7.2 11.7 2.5 10.1 3.9 2.2 14.9 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.1 37.1 38.6 46.7 35.6 31.8 49.0 33.2 27.9 49.5 42.9 26.8 LnGrp LOS D D D D D C D C C D D C
Approach Vol, veh/h 185 952 1666 1852
Approach Delay, s/veh 39.5 35.5 34.3 42.6
Approach LOS D D C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.6 48.6 20.6 31.6 18.7 47.5 11.7 40.5 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Max Green Setting (Gmax), s 15.0 70.0 20.0 15.0 20.0 55.0 15.0 60.0 Max Q Clear Time (g_c+I1), s 7.1 29.6 7.0 7.7 7.9 39.7 3.0 34.5 Green Ext Time (p_c), s 0.0 1.4 0.0 0.0 0.0 2.1 0.0 0.2 Intersection Summary
HCM 7th Control Delay, s/veh 38.0
HCM 7th LOS D
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
351
Queues
4: 4. Isabel Ave & Discovery Dr 09/04/2025
Existing Condition Synchro 12 Report
AM Peak Hour Page 7
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 19 15 33 1531 1795 43
v/c Ratio 0.07 0.06 0.08 0.36 0.47 0.04
Control Delay (s/veh) 23.2 13.7 22.8 2.3 6.8 4.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 23.2 13.7 22.8 2.3 6.8 4.0
Queue Length 50th (ft) 2 0 3 0 0 0
Queue Length 95th (ft) 11 8 16 89 233 15
Internal Link Dist (ft) 707 1881 2204
Turn Bay Length (ft) 160 290 255 200
Base Capacity (vph) 1041 803 1483 4803 3833 1108
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.02 0.02 0.02 0.32 0.47 0.04
Intersection Summary
ATTACHMENT 3
352
HCM 7th Signalized Intersection Summary
4: 4. Isabel Ave & Discovery Dr 09/04/2025
Existing Condition Synchro 12 Report
AM Peak Hour Page 8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 18 14 31 1454 1705 41
Future Volume (veh/h) 18 14 31 1454 1705 41
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 996 848 1707 1781 1781 1648
Adj Flow Rate, veh/h 19 15 33 1531 1795 43
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 61 71 13 8 8 17
Cap, veh/h 103 71 172 3160 2147 616
Arrive On Green 0.06 0.06 0.05 0.65 0.44 0.44
Sat Flow, veh/h 1840 1264 3155 5024 5024 1397
Grp Volume(v), veh/h 19 15 33 1531 1795 43
Grp Sat Flow(s),veh/h/ln 920 632 1577 1621 1621 1397
Q Serve(g_s), s 0.4 0.4 0.4 6.0 12.1 0.7
Cycle Q Clear(g_c), s 0.4 0.4 0.4 6.0 12.1 0.7
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 103 71 172 3160 2147 616
V/C Ratio(X) 0.19 0.21 0.19 0.48 0.84 0.07
Avail Cap(c_a), veh/h 1243 854 2130 3941 3941 1132
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 16.7 16.7 16.7 3.3 9.2 6.0
Incr Delay (d2), s/veh 0.3 0.6 0.2 0.0 0.3 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 0.0 0.1 0.0 1.9 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 17.0 17.3 16.9 3.4 9.5 6.0
LnGrp LOS B B B A A A
Approach Vol, veh/h 34 1564 1838
Approach Delay, s/veh 17.1 3.6 9.4
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 30.3 6.8 7.7 22.5
Change Period (Y+Rc), s 6.2 4.7 5.7 6.2
Max Green Setting (Gmax), s 30.0 25.0 25.0 30.0
Max Q Clear Time (g_c+I1), s 8.0 2.4 2.4 14.1
Green Ext Time (p_c), s 1.9 0.0 0.0 2.2
Intersection Summary
HCM 7th Control Delay, s/veh 6.9
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
353
Queues
1: 1. Discovery Dr & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
PM Peak Hour Page 1
Lane Group EBT WBL WBT NBT NBR SBT
Lane Group Flow (vph) 634 9 282 37 13 4
v/c Ratio 0.24 0.02 0.10 0.05 0.02 0.01
Control Delay (s/veh) 7.2 15.3 4.3 13.3 0.1 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 7.2 15.3 4.3 13.3 0.1 0.0
Queue Length 50th (ft) 0 0 0 0 0 0
Queue Length 95th (ft) 142 14 42 34 0 0
Internal Link Dist (ft) 170 723 370 182
Turn Bay Length (ft) 200 335
Base Capacity (vph) 3203 1084 3574 1369 1058 938
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.20 0.01 0.08 0.03 0.01 0.00
Intersection Summary
ATTACHMENT 3
354
HCM 7th Signalized Intersection Summary
1: 1. Discovery Dr & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
PM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 581 15 8 265 0 35 0 12 3 0 1
Future Volume (veh/h) 0 581 15 8 265 0 35 0 12 3 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 0 1885 1796 1159 1885 0 1811 1900 1530 1411 1900 1900 Adj Flow Rate, veh/h 0 618 16 9 282 0 37 0 13 3 0 1
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 1 7 50 1 0 6 0 25 33 0 0
Cap, veh/h 0 1090 28 21 1633 0 184 0 132 9 0 3
Arrive On Green 0.00 0.31 0.31 0.02 0.46 0.00 0.10 0.00 0.10 0.01 0.00 0.01 Sat Flow, veh/h 0 3661 92 1104 3676 0 1810 0 1296 1316 0 439 Grp Volume(v), veh/h 0 310 324 9 282 0 37 0 13 4 0 0
Grp Sat Flow(s),veh/h/ln 0 1791 1868 1104 1791 0 1810 0 1296 1755 0 0 Q Serve(g_s), s 0.0 4.4 4.4 0.2 1.4 0.0 0.6 0.0 0.3 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 4.4 4.4 0.2 1.4 0.0 0.6 0.0 0.3 0.1 0.0 0.0 Prop In Lane 0.00 0.05 1.00 0.00 1.00 1.00 0.75 0.25
Lane Grp Cap(c), veh/h 0 547 571 21 1633 0 184 0 132 12 0 0 V/C Ratio(X) 0.00 0.57 0.57 0.42 0.17 0.00 0.20 0.00 0.10 0.35 0.00 0.00 Avail Cap(c_a), veh/h 0 1760 1836 1085 3520 0 1186 0 849 690 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 8.9 8.9 14.8 4.9 0.0 12.6 0.0 12.4 15.1 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.7 0.7 4.9 0.0 0.0 0.2 0.0 0.1 6.5 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.0 1.0 0.1 0.2 0.0 0.2 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 9.6 9.6 19.7 4.9 0.0 12.8 0.0 12.6 21.6 0.0 0.0 LnGrp LOS A A B A B B C
Approach Vol, veh/h 634 291 50 4
Approach Delay, s/veh 9.6 5.4 12.7 21.6
Approach LOS A A B C
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 4.6 14.6 4.2 19.2 7.1
Change Period (Y+Rc), s 4.0 5.3 4.0 5.3 4.0
Max Green Setting (Gmax), s 30.0 30.0 12.0 30.0 20.0
Max Q Clear Time (g_c+I1), s 2.2 6.4 2.1 3.4 2.6
Green Ext Time (p_c), s 0.0 2.8 0.0 1.3 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 8.5
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
355
Queues
2: 2. Voyager St & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
PM Peak Hour Page 3
Lane Group EBT WBL WBT NBT NBR SBT
Lane Group Flow (vph) 648 22 303 8 49 1
v/c Ratio 0.24 0.04 0.11 0.02 0.08 0.00
Control Delay (s/veh) 6.5 14.7 3.7 15.0 0.3 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 6.5 14.7 3.7 15.0 0.3 0.0
Queue Length 50th (ft) 0 0 0 0 0 0
Queue Length 95th (ft) 137 24 40 12 0 0
Internal Link Dist (ft) 723 1056 639 165
Turn Bay Length (ft) 295 320
Base Capacity (vph) 3266 1028 3360 1069 1028 743
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.20 0.02 0.09 0.01 0.05 0.00
Intersection Summary
ATTACHMENT 3
356
HCM 7th Signalized Intersection Summary
2: 2. Voyager St & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
PM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 594 2 20 278 1 7 0 45 0 0 1
Future Volume (veh/h) 0 594 2 20 278 1 7 0 45 0 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1900 1870 1159 1307 1870 418 1263 1900 1366 1900 1900 418 Adj Flow Rate, veh/h 0 646 2 22 302 1 8 0 49 0 0 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 50 40 2 100 43 0 36 0 0 100
Cap, veh/h 6 1122 3 55 1742 6 180 0 115 0 0 5
Arrive On Green 0.00 0.31 0.31 0.04 0.48 0.48 0.10 0.00 0.10 0.00 0.00 0.00 Sat Flow, veh/h 1810 3634 11 1245 3633 12 1810 0 1158 0 0 1610 Grp Volume(v), veh/h 0 316 332 22 148 155 8 0 49 0 0 1
Grp Sat Flow(s),veh/h/ln 1810 1777 1868 1245 1777 1868 1810 0 1158 0 0 1610 Q Serve(g_s), s 0.0 4.7 4.7 0.5 1.5 1.5 0.1 0.0 1.3 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 4.7 4.7 0.5 1.5 1.5 0.1 0.0 1.3 0.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.01 1.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 6 548 577 55 852 895 180 0 115 0 0 5 V/C Ratio(X) 0.00 0.58 0.58 0.40 0.17 0.17 0.04 0.00 0.42 0.00 0.00 0.20 Avail Cap(c_a), veh/h 686 1963 2064 786 1963 2064 1428 0 914 0 0 610 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) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 9.2 9.2 14.7 4.7 4.7 12.9 0.0 13.4 0.0 0.0 15.8 Incr Delay (d2), s/veh 0.0 0.7 0.7 1.7 0.1 0.1 0.0 0.0 0.9 0.0 0.0 6.8 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 0.0 1.1 1.1 0.1 0.2 0.2 0.0 0.0 0.3 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 9.9 9.9 16.4 4.8 4.7 12.9 0.0 14.3 0.0 0.0 22.6 LnGrp LOS A A B A A B B C
Approach Vol, veh/h 648 325 57 1
Approach Delay, s/veh 9.9 5.5 14.1 22.6
Approach LOS A A B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.4 15.1 4.0 0.0 20.5 7.2
Change Period (Y+Rc), s 4.0 5.3 4.0 4.0 5.3 4.0
Max Green Setting (Gmax), s 20.0 35.0 12.0 12.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 2.5 6.7 2.0 0.0 3.5 3.3
Green Ext Time (p_c), s 0.0 2.9 0.0 0.0 1.2 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 8.8
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
357
Queues
3: 3. Isabel Ave & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
PM Peak Hour Page 5
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 84 428 167 114 164 378 74 1337 215 253 1455 54 v/c Ratio 0.17 0.77 0.45 0.20 0.54 0.60 0.15 0.83 0.33 0.53 0.80 0.09 Control Delay (s/veh) 39.3 51.0 10.5 38.4 46.0 25.6 40.1 35.3 5.5 44.8 33.2 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 39.3 51.0 10.5 38.4 46.0 25.6 40.1 35.3 5.5 44.8 33.2 0.3 Queue Length 50th (ft) 23 136 0 31 95 154 21 274 4 76 313 0 Queue Length 95th (ft) 51 208 59 64 176 276 46 351 54 128 387 0 Internal Link Dist (ft) 1056 946 2204 1225
Turn Bay Length (ft) 190 450 185 290 335 240 250
Base Capacity (vph) 497 2027 933 708 1141 652 701 3600 1188 536 3343 992 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.17 0.21 0.18 0.16 0.14 0.58 0.11 0.37 0.18 0.47 0.44 0.05 Intersection Summary
ATTACHMENT 3
358
HCM 7th Signalized Intersection Summary
3: 3. Isabel Ave & Jack London Blvd 09/04/2025
Existing Condition Synchro 12 Report
PM Peak Hour Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 407 159 108 156 359 70 1270 204 240 1382 51 Future Volume (veh/h) 80 407 159 108 156 359 70 1270 204 240 1382 51 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 1767 1885 1826 1870 1856 1885 1856 1841 1856 1885 1841 1693 Adj Flow Rate, veh/h 84 428 167 114 164 378 74 1337 215 253 1455 54 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 1 5 2 3 1 3 4 3 1 4 14
Cap, veh/h 436 735 317 522 413 559 413 1556 487 445 1591 454 Arrive On Green 0.13 0.21 0.21 0.15 0.22 0.22 0.12 0.31 0.31 0.13 0.32 0.32 Sat Flow, veh/h 3264 3582 1545 3456 1856 1595 3428 5025 1572 3483 5025 1434 Grp Volume(v), veh/h 84 428 167 114 164 378 74 1337 215 253 1455 54 Grp Sat Flow(s),veh/h/ln 1632 1791 1545 1728 1856 1595 1714 1675 1572 1742 1675 1434 Q Serve(g_s), s 2.3 11.0 9.8 2.9 7.7 20.5 2.0 25.5 11.1 7.0 28.3 2.7 Cycle Q Clear(g_c), s 2.3 11.0 9.8 2.9 7.7 20.5 2.0 25.5 11.1 7.0 28.3 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 436 735 317 522 413 559 413 1556 487 445 1591 454 V/C Ratio(X) 0.19 0.58 0.53 0.22 0.40 0.68 0.18 0.86 0.44 0.57 0.91 0.12 Avail Cap(c_a), veh/h 481 735 317 679 1094 1145 674 3457 1082 514 2717 775 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 39.2 36.5 36.0 37.9 33.7 28.1 40.2 33.0 28.1 41.7 33.4 24.7 Incr Delay (d2), s/veh 0.1 0.8 0.8 0.1 0.2 0.5 0.1 0.6 0.2 0.4 1.7 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 4.7 3.6 1.2 3.3 7.4 0.8 9.6 4.0 2.9 11.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 39.3 37.3 36.8 38.0 34.0 28.7 40.3 33.6 28.3 42.2 35.1 24.7 LnGrp LOS D D D D C C D C C D D C
Approach Vol, veh/h 679 656 1626 1762
Approach Delay, s/veh 37.4 31.6 33.2 35.8
Approach LOS D C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.7 37.3 20.1 26.7 17.0 38.0 18.3 28.4 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Max Green Setting (Gmax), s 15.0 70.0 20.0 15.0 20.0 55.0 15.0 60.0 Max Q Clear Time (g_c+I1), s 9.0 27.5 4.9 13.0 4.0 30.3 4.3 22.5 Green Ext Time (p_c), s 0.0 1.5 0.0 0.2 0.0 1.9 0.0 0.1 Intersection Summary
HCM 7th Control Delay, s/veh 34.6
HCM 7th LOS C
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
359
Queues
4: 4. Isabel Ave & Discovery Dr 09/04/2025
Existing Condition Synchro 12 Report
PM Peak Hour Page 7
Lane Group EBL EBR NBL NBT SBT SBR
Lane Group Flow (vph) 41 36 12 1565 1732 35
v/c Ratio 0.10 0.10 0.04 0.40 0.47 0.04
Control Delay (s/veh) 19.9 9.2 19.5 3.7 6.3 3.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 19.9 9.2 19.5 3.7 6.3 3.8
Queue Length 50th (ft) 6 0 1 69 79 1
Queue Length 95th (ft) 18 11 8 90 216 13
Internal Link Dist (ft) 707 1881 2204
Turn Bay Length (ft) 160 290 255 200
Base Capacity (vph) 1442 1238 1223 4988 3956 981
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.03 0.01 0.31 0.44 0.04
Intersection Summary
ATTACHMENT 3
360
HCM 7th Signalized Intersection Summary
4: 4. Isabel Ave & Discovery Dr 09/04/2025
Existing Condition Synchro 12 Report
PM Peak Hour Page 8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 39 34 11 1471 1628 33
Future Volume (veh/h) 39 34 11 1471 1628 33
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1559 1633 1233 1841 1856 1455
Adj Flow Rate, veh/h 41 36 12 1565 1732 35
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 23 18 45 4 3 30
Cap, veh/h 300 254 50 2993 2110 514
Arrive On Green 0.10 0.10 0.02 0.60 0.42 0.42
Sat Flow, veh/h 2881 2436 2278 5191 5233 1233
Grp Volume(v), veh/h 41 36 12 1565 1732 35
Grp Sat Flow(s),veh/h/ln 1440 1218 1139 1675 1689 1233
Q Serve(g_s), s 0.5 0.5 0.2 6.6 11.0 0.6
Cycle Q Clear(g_c), s 0.5 0.5 0.2 6.6 11.0 0.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 300 254 50 2993 2110 514
V/C Ratio(X) 0.14 0.14 0.24 0.52 0.82 0.07
Avail Cap(c_a), veh/h 1984 1678 1569 4153 4187 1019
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 14.8 14.8 17.5 4.3 9.4 6.4
Incr Delay (d2), s/veh 0.1 0.1 0.9 0.1 0.3 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 0.3 0.0 0.2 1.9 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 14.9 14.9 18.4 4.4 9.7 6.4
LnGrp LOS B B B A A A
Approach Vol, veh/h 77 1577 1767
Approach Delay, s/veh 14.9 4.5 9.6
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 27.8 8.5 6.5 21.3
Change Period (Y+Rc), s 6.2 4.7 5.7 6.2
Max Green Setting (Gmax), s 30.0 25.0 25.0 30.0
Max Q Clear Time (g_c+I1), s 8.6 2.5 2.2 13.0
Green Ext Time (p_c), s 1.9 0.0 0.0 2.1
Intersection Summary
HCM 7th Control Delay, s/veh 7.4
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
361
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 57
Appendix C
Existing Plus Closure Project Synchro
Worksheets
ATTACHMENT 3
362
HCM 7th Signalized Intersection Summary
1:
1. Discovery Dr & Jack London Blvd 05/25/2026
Existing Plus Project Closure AM AM Peak Hour 11:40 pm 03/16/2026 Existing Synchro 12 Report PvB P
age 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 186 18 43 503 3 11 0 10 1 0 0
Fu
ture Volume (veh/h) 0 186 18 43 503 3 11 0 10 1 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1. 00 1.00 0.98 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 N o No No
Adj Sat Flow, veh/h/ln 0 1841 1811 1292 1885 1900 1767 1900 863 418 1900 1900 Adj Flow Rate, veh/h 0 2 14 21 49 578 3 13 0 11 1 0 0
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 4 6 41 1 0 9 0 70 100 0 0
Ca
p, veh/h 0 869 84 110 1807 9 99 0 40 6 0 0
Arrive On Green 0. 00 0.27 0.27 0.09 0.49 0.49 0.05 0.00 0.05 0.00 0.00 0.00 Sat Flow, veh/h 0 3312 313 1231 3653 19 1810 0 731 1809 0 0 Grp Volume(v), veh/h 0 1 15 120 49 283 298 13 0 11 1 0 0 Grp Sat Flow(s),veh/h/ln 0 1749 1784 1231 1791 1881 1810 0 731 1810 0 0 Q Serve(g_s), s 0. 0 1.5 1.6 1.1 2.8 2.8 0.2 0.0 0.4 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 1.5 1.6 1.1 2.8 2.8 0.2 0.0 0.4 0.0 0.0 0.0 Prop In Lane 0. 00 0.18 1.00 0.01 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 0 472 482 110 886 931 99 0 40 6 0 0 V/C Ratio(X) 0. 00 0.24 0.25 0.44 0.32 0.32 0.13 0.00 0.28 0.16 0.00 0.00 Avail Cap(c_a), veh/h 0 1772 1808 1247 1815 1906 1222 0 494 733 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 8.4 8.5 12.8 4.5 4.5 13.3 0.0 13.4 14.7 0.0 0.0 In
cr Delay (d2), s/veh 0.0 0.2 0.2 1.0 0.2 0.1 0.2 0.0 1.4 4.6 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 0.3 0.3 0.2 0.2 0.2 0.1 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 8.6 8.7 13.8 4.6 4.6 13.6 0.0 14.8 19.3 0.0 0.0 LnGrp LOS A A B A A B B B
Approach Vol, veh/h 23 5 630 24 1
Approach Delay, s/veh 8. 7 5.4 14.1 19.3
Approach LOS A A B B
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 6.7 13.3 4. 0 19.9 5.6
Change Period (Y+Rc), s 4.0 5.3 4. 0 5.3 4.0
Max Green Setting (Gmax), s 30.0 30.0 12.0 30.0 20.0
Max Q Clear Time (g_c+I1), s 3.1 3.6 2. 0 4.8 2.4
Green Ext Time (p_c), s 0.0 0.9 0.0 2.5 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 6. 5
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
363
HCM 7th Signalized Intersection Summary
2:
2. Voyager St & Jack London Blvd 05/25/2026
Existing Plus Project Closure AM AM Peak Hour 11:40 pm 03/16/2026 Existing Synchro 12 Report PvB P
age 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 189 10 34 527 1 8 0 21 1 0 0
Fu
ture Volume (veh/h) 0 189 10 34 527 1 8 0 21 1 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0. 98 1.00 0.98 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 N o No No
Adj Sat Flow, veh/h/ln 1900 1796 1307 1292 1856 1900 1159 1900 1055 1900 1900 1900 Adj Flow Rate, veh/h 0 2 12 11 38 592 1 9 0 24 1 0 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 7 40 41 3 0 50 0 57 0 0 0
Ca
p, veh/h 6 895 46 89 1732 3 122 0 60 6 0 0
Arrive On Green 0. 00 0.27 0.27 0.07 0.48 0.48 0.07 0.00 0.07 0.00 0.00 0.00 Sat Flow, veh/h 1810 3297 170 1231 3611 6 1810 0 893 1809 0 0 Grp Volume(v), veh/h 0 1 09 114 38 289 304 9 0 24 1 0 0 Grp Sat Flow(s),veh/h/ln 1810 1706 1761 1231 1763 1854 1810 0 893 1810 0 0 Q Serve(g_s), s 0. 0 1.5 1.5 0.9 3.0 3.0 0.1 0.0 0.8 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 1.5 1.5 0.9 3.0 3.0 0.1 0.0 0.8 0.0 0.0 0.0 Prop In Lane 1. 00 0.10 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 6 463 478 89 846 890 122 0 60 6 0 0 V/C Ratio(X) 0. 00 0.24 0.24 0.43 0.34 0.34 0.07 0.00 0.40 0.16 0.00 0.00 Avail Cap(c_a), veh/h 737 2028 2093 836 2095 2204 1536 0 758 737 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 8.4 8.4 13.1 4.8 4.8 12.9 0.0 13.2 14.7 0.0 0.0 In
cr Delay (d2), s/veh 0.0 0.2 0.2 1.2 0.2 0.2 0.1 0.0 1.6 4.5 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 0.3 0.3 0.2 0.3 0.3 0.0 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 8.5 8.5 14.3 4.9 4.9 13.0 0.0 14.7 19.2 0.0 0.0 LnGrp LOS A A B A A B B B
Approach Vol, veh/h 22 3 631 33 1
Approach Delay, s/veh 8. 5 5.5 14.2 19.2
Approach LOS A A B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.1 13.3 4. 0 0.0 19.4 6.0
Change Period (Y+Rc), s 4.0 5.3 4. 0 4.0 5.3 4.0
Max Green Setting (Gmax), s 20.0 35.0 12.0 12.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 2.9 3.5 2. 0 0.0 5.0 2.8
Green Ext Time (p_c), s 0.0 0.9 0.0 0.0 2.6 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 6. 6
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
364
HCM 7th Signalized Intersection Summary
3:
3. Isabel Ave & Jack London Blvd 05/25/2026
Existing Plus Project Closure AM AM Peak Hour 11:40 pm 03/16/2026 Existing Synchro 12 Report PvB P
age 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 18 74 104 146 285 455 196 1199 180 151 1478 94 Fu
ture Volume (veh/h) 18 74 104 146 285 455 196 1199 180 151 1478 94 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1. 00 1.00 0.99 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 N o No No
Adj Sat Flow, veh/h/ln 1159 1826 1737 1826 1885 1856 1841 1767 1781 1885 1767 1678 Adj Flow Rate, veh/h 19 80 112 157 306 489 211 1289 194 162 1589 101 Pe
ak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 50 5 11 5 1 3 4 9 8 1 9 15
Ca
p, veh/h 126 756 321 453 553 627 402 1743 546 380 1700 501 Arrive On Green 0. 06 0.22 0.22 0.13 0.29 0.29 0.12 0.36 0.36 0.11 0.35 0.35 Sat Flow, veh/h 2141 3469 1472 3374 1885 1552 3401 4823 1510 3483 4823 1422 Grp Volume(v), veh/h 19 80 112 157 306 489 211 1289 194 162 1589 101 Gr
p Sat Flow(s),veh/h/ln 1071 1735 1472 1687 1885 1552 1700 1608 1510 1742 1608 1422 Q Serve(g_s), s 1. 0 2.2 7.6 5.0 16.2 32.5 6.9 27.6 11.2 5.1 37.7 5.9 Cycle Q Clear(g_c), s 1.0 2.2 7.6 5.0 16.2 32.5 6.9 27.6 11.2 5.1 37.7 5.9 Prop In Lane 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 126 756 321 453 553 627 402 1743 546 380 1700 501 V/C Ratio(X) 0. 15 0.11 0.35 0.35 0.55 0.78 0.53 0.74 0.36 0.43 0.93 0.20 Avail Cap(c_a), veh/h 271 756 321 570 955 958 574 2850 892 441 2239 660 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 Up
stream 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 52.9 37.1 39.2 46.6 35.3 30.9 49.1 33.0 27.7 49.3 37.0 26.7 In
cr Delay (d2), s/veh 0.2 0.0 0.2 0.2 0.3 1.0 0.4 0.2 0.1 0.3 5.9 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.3 0.9 2.7 2.1 7.2 11.7 2.9 10.1 3.9 2.2 14.9 1.9 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 53.1 37.1 39.5 46.7 35.6 31.9 49.5 33.2 27.9 49.6 42.9 26.8 LnGrp LOS D D D D D C D C C D D C
Approach Vol, veh/h 21 1 952 1694 1852
Approach Delay, s/veh 39 .8 35.5 34.6 42.6
Approach LOS D D C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.6 48.6 20.6 31.6 18.7 47.6 11.7 40.5 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Ma
x Green Setting (Gmax), s 15.0 70.0 20.0 15.0 20.0 55.0 15.0 60.0 Max Q Clear Time (g_c+I1), s 7.1 29.6 7.0 9.6 8.9 39.7 3.0 34.5 Gr
een Ext Time (p_c), s 0.0 1.4 0.0 0.0 0.0 2.1 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 38 .2
HCM 7th LOS D
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
365
HCM 7th Signalized Intersection Summary
4:
4. Isabel Ave & Discovery Dr 05/25/2026
Existing Plus Project Closure AM AM Peak Hour 11:40 pm 03/16/2026 Existing Synchro 12 Report PvB P
age 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 18 14 31 1480 1705 65
Fu
ture Volume (veh/h) 18 14 31 1480 1705 65
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 996 848 1707 1781 1781 1648
Adj Flow Rate, veh/h 19 15 33 1558 1795 68
Pe
ak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 61 71 13 8 8 17
Ca
p, veh/h 103 71 172 3160 2146 616
Arrive On Green 0. 06 0.06 0.05 0.65 0.44 0.44
Sat Flow, veh/h 1840 1264 3155 5024 5024 1397
Grp Volume(v), veh/h 19 15 33 1558 1795 68
Gr
p Sat Flow(s),veh/h/ln 920 632 1577 1621 1621 1397
Q Serve(g_s), s 0. 4 0.4 0.4 6.1 12.1 1.1
Cycle Q Clear(g_c), s 0.4 0.4 0.4 6.1 12.1 1.1
Prop In Lane 1. 00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 103 71 172 3160 2146 616
V/C Ratio(X) 0. 19 0.21 0.19 0.49 0.84 0.11
Avail Cap(c_a), veh/h 1243 854 2131 3942 3942 1132
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 16.7 16.7 16.7 3.3 9.2 6.1
In
cr Delay (d2), s/veh 0.3 0.6 0.2 0.0 0.3 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%i
le BackOfQ(50%),veh/ln 0.1 0.0 0.1 0.0 1.9 0.1
Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 17.0 17.2 16.9 3.4 9.5 6.1
LnGrp LOS B B B A A A
Approach Vol, veh/h 34 1 591 1863
Approach Delay, s/veh 17.1 3. 7 9.4
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 30 .2 6.8 7.7 22.5
Change Period (Y+Rc), s 6. 2 4.7 5.7 6.2
Max Green Setting (Gmax), s 30.0 25.0 25.0 30.0
Max Q Clear Time (g_c+I1), s 8.1 2. 4 2.4 14.1
Green Ext Time (p_c), s 1.9 0.0 0.0 2.2
Intersection Summary
HCM 7th Control Delay, s/veh 6. 8
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
366
HCM 7th Signalized Intersection Summary
1:
1. Discovery Dr & Jack London Blvd 05/25/2026
2 Existing Plus Project Closure PM PM Peak Hour 11:45 pm 03/16/2026 Existing Synchro 12 Report Pvb P
age 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 604 15 35 265 0 35 0 12 3 0 1
Fu
ture Volume (veh/h) 0 604 15 35 265 0 35 0 12 3 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 0 1885 1796 1159 1885 0 1811 1900 1530 1411 1900 1900 Adj Flow Rate, veh/h 0 6 43 16 37 282 0 37 0 13 3 0 1
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 1 7 50 1 0 6 0 25 33 0 0
Ca
p, veh/h 0 1084 27 77 1767 0 181 0 130 9 0 3
Arrive On Green 0. 00 0.30 0.30 0.07 0.49 0.00 0.10 0.00 0.10 0.01 0.00 0.01 Sat Flow, veh/h 0 3665 89 1104 3676 0 1810 0 1296 1316 0 439 Grp Volume(v), veh/h 0 3 22 337 37 282 0 37 0 13 4 0 0
Grp Sat Flow(s),veh/h/ln 0 1791 1869 1104 1791 0 1810 0 1296 1755 0 0 Q Serve(g_s), s 0. 0 5.1 5.1 1.1 1.4 0.0 0.6 0.0 0.3 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 5.1 5.1 1.1 1.4 0.0 0.6 0.0 0.3 0.1 0.0 0.0 Prop In Lane 0. 00 0.05 1.00 0.00 1.00 1.00 0.75 0.25
Lane Grp Cap(c), veh/h 0 543 567 77 1767 0 181 0 130 11 0 0 V/C Ratio(X) 0. 00 0.59 0.59 0.48 0.16 0.00 0.20 0.00 0.10 0.35 0.00 0.00 Avail Cap(c_a), veh/h 0 1616 1686 996 3231 0 1088 0 780 633 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 9.8 9.8 14.9 4.6 0.0 13.7 0.0 13.6 16.4 0.0 0.0 In
cr Delay (d2), s/veh 0.0 0.8 0.7 1.7 0.0 0.0 0.2 0.0 0.1 6.6 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 1.2 1.3 0.2 0.2 0.0 0.2 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 10.6 10.6 16.6 4.7 0.0 13.9 0.0 13.7 23.0 0.0 0.0 LnGrp LOS B B B A B B C
Approach Vol, veh/h 65 9 319 50 4
Approach Delay, s/veh 10 .6 6.1 13.9 23.0
Approach LOS B A B C
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 6.3 15.4 4. 2 21.7 7.3
Change Period (Y+Rc), s 4.0 5.3 4. 0 5.3 4.0
Max Green Setting (Gmax), s 30.0 30.0 12.0 30.0 20.0
Max Q Clear Time (g_c+I1), s 3.1 7.1 2. 1 3.4 2.6
Green Ext Time (p_c), s 0.0 2.9 0.0 1.3 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 9. 4
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
367
HCM 7th Signalized Intersection Summary
2:
2. Voyager St & Jack London Blvd 05/25/2026
2 Existing Plus Project Closure PM PM Peak Hour 11:45 pm 03/16/2026 Existing Synchro 12 Report Pvb P
age 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 617 2 20 305 1 7 0 45 0 0 1
Fu
ture Volume (veh/h) 0 617 2 20 305 1 7 0 45 0 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1. 00 1.00 0.98 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 N o No No
Adj Sat Flow, veh/h/ln 1900 1870 1159 1307 1870 418 1263 1900 1366 1900 1900 418 Adj Flow Rate, veh/h 0 6 71 2 22 332 1 8 0 49 0 0 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 50 40 2 100 43 0 36 0 0 100
Ca
p, veh/h 6 1149 3 55 1763 5 180 0 115 0 0 5
Arrive On Green 0. 00 0.32 0.32 0.04 0.49 0.49 0.10 0.00 0.10 0.00 0.00 0.00 Sat Flow, veh/h 1810 3634 11 1245 3634 11 1810 0 1158 0 0 1610 Grp Volume(v), veh/h 0 3 28 345 22 162 171 8 0 49 0 0 1 Grp Sat Flow(s),veh/h/ln 1810 1777 1868 1245 1777 1868 1810 0 1158 0 0 1610 Q Serve(g_s), s 0. 0 5.0 5.0 0.6 1.7 1.7 0.1 0.0 1.3 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 5.0 5.0 0.6 1.7 1.7 0.1 0.0 1.3 0.0 0.0 0.0 Prop In Lane 1. 00 0.01 1.00 0.01 1.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 6 562 591 55 862 906 180 0 115 0 0 5 V/C Ratio(X) 0. 00 0.58 0.58 0.40 0.19 0.19 0.04 0.00 0.43 0.00 0.00 0.20 Avail Cap(c_a), veh/h 677 1938 2038 776 1938 2037 1410 0 902 0 0 602 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 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 9.2 9.2 14.9 4.7 4.7 13.1 0.0 13.6 0.0 0.0 16.0 In
cr Delay (d2), s/veh 0.0 0.7 0.7 1.7 0.1 0.1 0.0 0.0 0.9 0.0 0.0 7.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 1.1 1.2 0.1 0.2 0.2 0.0 0.0 0.3 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 9.9 9.9 16.6 4.8 4.8 13.1 0.0 14.5 0.0 0.0 23.0 LnGrp LOS A A B A A B B C
Approach Vol, veh/h 67 3 355 57 1
Approach Delay, s/veh 9. 9 5.5 14.3 23.0
Approach LOS A A B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.4 15.4 4. 0 0.0 20.9 7.2
Change Period (Y+Rc), s 4.0 5.3 4. 0 4.0 5.3 4.0
Max Green Setting (Gmax), s 20.0 35.0 12.0 12.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 2.6 7.0 2. 0 0.0 3.7 3.3
Green Ext Time (p_c), s 0.0 3.0 0.0 0.0 1.4 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 8. 7
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
368
HCM 7th Signalized Intersection Summary
3:
3. Isabel Ave & Jack London Blvd 05/25/2026
2 Existing Plus Project Closure PM PM Peak Hour 11:45 pm 03/16/2026 Existing Synchro 12 Report Pvb P
age 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 407 182 108 156 359 97 1270 204 240 1382 51 Fu
ture Volume (veh/h) 80 407 182 108 156 359 97 1270 204 240 1382 51 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 1767 1885 1826 1870 1856 1885 1856 1841 1856 1885 1841 1693 Adj Flow Rate, veh/h 84 428 192 114 164 378 102 1337 215 253 1455 54 Pe
ak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 1 5 2 3 1 3 4 3 1 4 14
Ca
p, veh/h 429 739 319 512 414 555 437 1602 501 435 1588 453 Arrive On Green 0. 13 0.21 0.21 0.15 0.22 0.22 0.13 0.32 0.32 0.12 0.32 0.32 Sat Flow, veh/h 3264 3582 1545 3456 1856 1595 3428 5025 1572 3483 5025 1434 Grp Volume(v), veh/h 84 428 192 114 164 378 102 1337 215 253 1455 54 Gr
p Sat Flow(s),veh/h/ln 1632 1791 1545 1728 1856 1595 1714 1675 1572 1742 1675 1434 Q Serve(g_s), s 2. 4 11.2 11.7 3.0 7.8 21.1 2.8 25.7 11.2 7.1 29.0 2.8 Cycle Q Clear(g_c), s 2.4 11.2 11.7 3.0 7.8 21.1 2.8 25.7 11.2 7.1 29.0 2.8 Prop In Lane 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 429 739 319 512 414 555 437 1602 501 435 1588 453 V/C Ratio(X) 0. 20 0.58 0.60 0.22 0.40 0.68 0.23 0.83 0.43 0.58 0.92 0.12 Avail Cap(c_a), veh/h 471 739 319 665 1071 1120 659 3383 1059 502 2658 759 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 Up
stream 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 40.3 37.2 37.4 39.0 34.4 29.0 40.8 32.9 28.0 42.9 34.2 25.3 In
cr Delay (d2), s/veh 0.1 0.8 2.3 0.1 0.2 0.6 0.1 0.5 0.2 0.5 2.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.9 4.8 4.4 1.2 3.4 7.6 1.1 9.7 4.0 3.0 11.4 0.9 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 40.3 38.0 39.7 39.1 34.7 29.5 40.9 33.3 28.2 43.4 36.2 25.3 LnGrp LOS D D D D C C D C C D D C
Approach Vol, veh/h 70 4 656 1654 1762
Approach Delay, s/veh 38 .7 32.5 33.1 36.9
Approach LOS D C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.7 38.9 20.1 27.2 18.0 38.7 18.4 29.0 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Ma
x Green Setting (Gmax), s 15.0 70.0 20.0 15.0 20.0 55.0 15.0 60.0 Max Q Clear Time (g_c+I1), s 9.1 27.7 5.0 13.7 4.8 31.0 4.4 23.1 Gr
een Ext Time (p_c), s 0.0 1.5 0.0 0.1 0.0 1.9 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 35 .3
HCM 7th LOS D
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
369
HCM 7th Signalized Intersection Summary
4:
4. Isabel Ave & Discovery Dr 05/25/2026
2 Existing Plus Project Closure PM PM Peak Hour 11:45 pm 03/16/2026 Existing Synchro 12 Report Pvb P
age 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 39 34 11 1498 1628 56
Fu
ture Volume (veh/h) 39 34 11 1498 1628 56
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1559 1633 1233 1841 1856 1455
Adj Flow Rate, veh/h 41 36 12 1594 1732 60
Pe
ak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 23 18 45 4 3 30
Ca
p, veh/h 300 254 50 2992 2110 514
Arrive On Green 0. 10 0.10 0.02 0.60 0.42 0.42
Sat Flow, veh/h 2881 2436 2278 5191 5233 1233
Grp Volume(v), veh/h 41 36 12 1594 1732 60
Gr
p Sat Flow(s),veh/h/ln 1440 1218 1139 1675 1689 1233
Q Serve(g_s), s 0. 5 0.5 0.2 6.8 11.0 1.1
Cycle Q Clear(g_c), s 0.5 0.5 0.2 6.8 11.0 1.1
Prop In Lane 1. 00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 300 254 50 2992 2110 514
V/C Ratio(X) 0. 14 0.14 0.24 0.53 0.82 0.12
Avail Cap(c_a), veh/h 1985 1678 1570 4154 4188 1020
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 14.8 14.8 17.4 4.3 9.4 6.5
In
cr Delay (d2), s/veh 0.1 0.1 0.9 0.1 0.3 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%i
le BackOfQ(50%),veh/ln 0.1 0.3 0.0 0.2 1.9 0.1
Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 14.8 14.9 18.4 4.4 9.7 6.5
LnGrp LOS B B B A A A
Approach Vol, veh/h 77 1 606 1792
Approach Delay, s/veh 14.9 4. 5 9.6
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 27 .8 8.5 6.5 21.3
Change Period (Y+Rc), s 6. 2 4.7 5.7 6.2
Max Green Setting (Gmax), s 30.0 25.0 25.0 30.0
Max Q Clear Time (g_c+I1), s 8.8 2. 5 2.2 13.0
Green Ext Time (p_c), s 1.9 0.0 0.0 2.1
Intersection Summary
HCM 7th Control Delay, s/veh 7. 4
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
370
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 58
Appendix D
Existing Plus Project Plus Buildout Synchro
Worksheets
ATTACHMENT 3
371
HCM 7th Signalized Intersection Summary
1:
1. Discovery Dr & Jack London Blvd 05/25/2026
Existing Plus Project Closure and Full Buildout AM AM Peak Hour 11:41 pm 03/16/2026 ExistingSyn chro 12 Report PvB Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 186 33 62 503 3 17 0 18 1 0 0
Fu
ture Volume (veh/h) 0 186 33 62 503 3 17 0 18 1 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1. 00 1.00 0.98 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 N o No No
Adj Sat Flow, veh/h/ln 0 1841 1811 1292 1885 1900 1767 1900 863 418 1900 1900 Adj Flow Rate, veh/h 0 2 14 38 71 578 3 20 0 21 1 0 0
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 4 6 41 1 0 9 0 70 100 0 0
Ca
p, veh/h 0 748 131 144 1806 9 156 0 63 6 0 0
Arrive On Green 0. 00 0.25 0.25 0.12 0.49 0.49 0.09 0.00 0.09 0.00 0.00 0.00 Sat Flow, veh/h 0 3068 520 1231 3653 19 1810 0 731 1809 0 0 Grp Volume(v), veh/h 0 1 24 128 71 283 298 20 0 21 1 0 0 Grp Sat Flow(s),veh/h/ln 0 1749 1747 1231 1791 1881 1810 0 731 1810 0 0 Q Serve(g_s), s 0. 0 1.8 1.9 1.7 3.0 3.0 0.3 0.0 0.9 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 1.8 1.9 1.7 3.0 3.0 0.3 0.0 0.9 0.0 0.0 0.0 Prop In Lane 0. 00 0.30 1.00 0.01 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 0 439 439 144 885 930 156 0 63 6 0 0 V/C Ratio(X) 0. 00 0.28 0.29 0.49 0.32 0.32 0.13 0.00 0.33 0.18 0.00 0.00 Avail Cap(c_a), veh/h 0 1649 1648 1161 1689 1774 1138 0 460 683 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 9.6 9.6 13.2 4.8 4.8 13.4 0.0 13.7 15.8 0.0 0.0 In
cr Delay (d2), s/veh 0.0 0.3 0.3 1.0 0.2 0.1 0.1 0.0 1.1 5.3 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 0.4 0.5 0.4 0.3 0.4 0.1 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 9.9 9.9 14.1 5.0 5.0 13.6 0.0 14.8 21.2 0.0 0.0 LnGrp LOS A A B A A B B C
Approach Vol, veh/h 25 2 652 41 1
Approach Delay, s/veh 9. 9 6.0 14.2 21.2
Approach LOS A A B C
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 7.7 13.3 4. 1 21.0 6.7
Change Period (Y+Rc), s 4.0 5.3 4. 0 5.3 4.0
Max Green Setting (Gmax), s 30.0 30.0 12.0 30.0 20.0
Max Q Clear Time (g_c+I1), s 3.7 3.9 2. 0 5.0 2.9
Green Ext Time (p_c), s 0.1 1.0 0.0 2.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 7. 4
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
372
HCM 7th Signalized Intersection Summary
2:
2. Voyager St & Jack London Blvd 05/25/2026
Existing Plus Project Closure and Full Buildout AM AM Peak Hour 11:41 pm 03/16/2026 ExistingSyn chro 12 Report PvB Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 197 10 34 546 1 8 0 21 1 0 0
Fu
ture Volume (veh/h) 0 197 10 34 546 1 8 0 21 1 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0. 98 1.00 0.98 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 N o No No
Adj Sat Flow, veh/h/ln 1900 1796 1307 1292 1856 1900 1159 1900 1055 1900 1900 1900 Adj Flow Rate, veh/h 0 2 21 11 38 613 1 9 0 24 1 0 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 7 40 41 3 0 50 0 57 0 0 0
Ca
p, veh/h 6 897 44 89 1733 3 122 0 60 6 0 0
Arrive On Green 0. 00 0.27 0.27 0.07 0.48 0.48 0.07 0.00 0.07 0.00 0.00 0.00 Sat Flow, veh/h 1810 3305 164 1231 3611 6 1810 0 893 1809 0 0 Grp Volume(v), veh/h 0 1 13 119 38 299 315 9 0 24 1 0 0 Grp Sat Flow(s),veh/h/ln 1810 1706 1762 1231 1763 1854 1810 0 893 1810 0 0 Q Serve(g_s), s 0. 0 1.5 1.5 0.9 3.1 3.1 0.1 0.0 0.8 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 1.5 1.5 0.9 3.1 3.1 0.1 0.0 0.8 0.0 0.0 0.0 Prop In Lane 1. 00 0.09 1.00 0.00 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 6 463 478 89 846 890 122 0 60 6 0 0 V/C Ratio(X) 0. 00 0.25 0.25 0.43 0.35 0.35 0.07 0.00 0.40 0.16 0.00 0.00 Avail Cap(c_a), veh/h 737 2028 2094 836 2095 2204 1536 0 758 737 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 8.4 8.4 13.1 4.8 4.8 12.9 0.0 13.2 14.7 0.0 0.0 In
cr Delay (d2), s/veh 0.0 0.2 0.2 1.2 0.2 0.2 0.1 0.0 1.6 4.5 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 0.3 0.3 0.2 0.3 0.3 0.0 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 8.6 8.6 14.3 5.0 5.0 13.0 0.0 14.7 19.2 0.0 0.0 LnGrp LOS A A B A A B B B
Approach Vol, veh/h 23 2 652 33 1
Approach Delay, s/veh 8. 6 5.5 14.2 19.2
Approach LOS A A B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.1 13.3 4. 0 0.0 19.4 6.0
Change Period (Y+Rc), s 4.0 5.3 4. 0 4.0 5.3 4.0
Max Green Setting (Gmax), s 20.0 35.0 12.0 12.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 2.9 3.5 2. 0 0.0 5.1 2.8
Green Ext Time (p_c), s 0.0 0.9 0.0 0.0 2.7 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 6. 6
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
373
HCM 7th Signalized Intersection Summary
3:
3. Isabel Ave & Jack London Blvd 05/25/2026
Existing Plus Project Closure and Full Buildout AM AM Peak Hour 11:41 pm 03/16/2026 ExistingSyn chro 12 Report PvB Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 74 105 146 285 455 198 1199 180 151 1478 111 Fu
ture Volume (veh/h) 25 74 105 146 285 455 198 1199 180 151 1478 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1. 00 1.00 0.99 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 N o No No
Adj Sat Flow, veh/h/ln 1159 1826 1737 1826 1885 1856 1841 1767 1781 1885 1767 1678 Adj Flow Rate, veh/h 27 80 113 157 306 489 213 1289 194 162 1589 119 Pe
ak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 50 5 11 5 1 3 4 9 8 1 9 15
Ca
p, veh/h 157 830 352 432 555 621 383 1734 543 363 1694 499 Arrive On Green 0. 07 0.24 0.24 0.13 0.29 0.29 0.11 0.36 0.36 0.10 0.35 0.35 Sat Flow, veh/h 2141 3469 1472 3374 1885 1552 3401 4823 1510 3483 4823 1422 Grp Volume(v), veh/h 27 80 113 157 306 489 213 1289 194 162 1589 119 Gr
p Sat Flow(s),veh/h/ln 1071 1735 1472 1687 1885 1552 1700 1608 1510 1742 1608 1422 Q Serve(g_s), s 1. 5 2.2 7.9 5.3 17.0 34.4 7.4 29.0 11.7 5.4 39.6 7.4 Cycle Q Clear(g_c), s 1.5 2.2 7.9 5.3 17.0 34.4 7.4 29.0 11.7 5.4 39.6 7.4 Prop In Lane 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 157 830 352 432 555 621 383 1734 543 363 1694 499 V/C Ratio(X) 0. 17 0.10 0.32 0.36 0.55 0.79 0.56 0.74 0.36 0.45 0.94 0.24 Avail Cap(c_a), veh/h 258 830 352 543 910 913 547 2715 850 420 2133 629 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 Up
stream 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 54.1 36.8 39.0 49.6 37.0 32.9 52.2 34.8 29.3 52.3 39.0 28.6 In
cr Delay (d2), s/veh 0.2 0.0 0.2 0.2 0.3 1.5 0.5 0.2 0.1 0.3 6.9 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.4 0.9 2.8 2.2 7.6 12.6 3.1 10.8 4.1 2.3 16.0 2.5 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 54.3 36.8 39.2 49.8 37.3 34.4 52.7 35.0 29.4 52.7 45.9 28.7 LnGrp LOS D D D D D C D D C D D C
Approach Vol, veh/h 22 0 952 1696 1870
Approach Delay, s/veh 40 .2 37.9 36.6 45.4
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.7 50.5 20.6 35.6 18.7 49.5 13.8 42.4 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Ma
x Green Setting (Gmax), s 15.0 70.0 20.0 15.0 20.0 55.0 15.0 60.0 Max Q Clear Time (g_c+I1), s 7.4 31.0 7.3 9.9 9.4 41.6 3.5 36.4 Gr
een Ext Time (p_c), s 0.0 1.4 0.0 0.0 0.0 2.0 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 40 .5
HCM 7th LOS D
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
374
HCM 7th Signalized Intersection Summary
4:
4. Isabel Ave & Discovery Dr 05/25/2026
Existing Plus Project Closure and Full Buildout AM AM Peak Hour 11:41 pm 03/16/2026 ExistingSyn chro 12 Report PvB Page 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 18 14 31 1482 1706 65
Fu
ture Volume (veh/h) 18 14 31 1482 1706 65
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 996 848 1707 1781 1781 1648
Adj Flow Rate, veh/h 19 15 33 1560 1796 68
Pe
ak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 61 71 13 8 8 17
Ca
p, veh/h 103 71 172 3160 2147 617
Arrive On Green 0. 06 0.06 0.05 0.65 0.44 0.44
Sat Flow, veh/h 1840 1264 3155 5024 5024 1397
Grp Volume(v), veh/h 19 15 33 1560 1796 68
Gr
p Sat Flow(s),veh/h/ln 920 632 1577 1621 1621 1397
Q Serve(g_s), s 0. 4 0.4 0.4 6.1 12.1 1.1
Cycle Q Clear(g_c), s 0.4 0.4 0.4 6.1 12.1 1.1
Prop In Lane 1. 00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 103 71 172 3160 2147 617
V/C Ratio(X) 0. 19 0.21 0.19 0.49 0.84 0.11
Avail Cap(c_a), veh/h 1243 854 2130 3941 3941 1132
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 16.7 16.7 16.7 3.3 9.2 6.1
In
cr Delay (d2), s/veh 0.3 0.6 0.2 0.0 0.3 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%i
le BackOfQ(50%),veh/ln 0.1 0.0 0.1 0.0 1.9 0.1
Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 17.0 17.3 16.9 3.4 9.5 6.1
LnGrp LOS B B B A A A
Approach Vol, veh/h 34 1 593 1864
Approach Delay, s/veh 17.1 3. 7 9.4
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 30 .3 6.8 7.7 22.5
Change Period (Y+Rc), s 6. 2 4.7 5.7 6.2
Max Green Setting (Gmax), s 30.0 25.0 25.0 30.0
Max Q Clear Time (g_c+I1), s 8.1 2. 4 2.4 14.1
Green Ext Time (p_c), s 1.9 0.0 0.0 2.2
Intersection Summary
HCM 7th Control Delay, s/veh 6. 8
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
375
HCM 7th Signalized Intersection Summary
1:
1. Discovery Dr & Jack London Blvd 05/25/2026
3 Existing Plus Project Closure and Full Buildout PM PM Peak Hour 11:46 pm 03/16/2026 ExistingSyn chro 12 Report Pvb Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 604 19 44 265 0 50 0 44 3 0 1
Fu
ture Volume (veh/h) 0 604 19 44 265 0 50 0 44 3 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 0 1885 1796 1159 1885 0 1811 1900 1530 1411 1900 1900 Adj Flow Rate, veh/h 0 6 43 20 47 282 0 53 0 47 3 0 1
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 1 7 50 1 0 6 0 25 33 0 0
Ca
p, veh/h 0 1033 32 91 1724 0 282 0 202 9 0 3
Arrive On Green 0. 00 0.29 0.29 0.08 0.48 0.00 0.16 0.00 0.16 0.01 0.00 0.01 Sat Flow, veh/h 0 3640 110 1104 3676 0 1810 0 1296 1316 0 439 Grp Volume(v), veh/h 0 3 25 338 47 282 0 53 0 47 4 0 0
Grp Sat Flow(s),veh/h/ln 0 1791 1865 1104 1791 0 1810 0 1296 1755 0 0 Q Serve(g_s), s 0. 0 5.9 5.9 1.5 1.7 0.0 1.0 0.0 1.2 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 5.9 5.9 1.5 1.7 0.0 1.0 0.0 1.2 0.1 0.0 0.0 Prop In Lane 0. 00 0.06 1.00 0.00 1.00 1.00 0.75 0.25
Lane Grp Cap(c), veh/h 0 522 544 91 1724 0 282 0 202 11 0 0 V/C Ratio(X) 0. 00 0.62 0.62 0.51 0.16 0.00 0.19 0.00 0.23 0.35 0.00 0.00 Avail Cap(c_a), veh/h 0 1440 1500 888 2880 0 970 0 695 565 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 11.4 11.4 16.4 5.4 0.0 13.7 0.0 13.8 18.5 0.0 0.0 In
cr Delay (d2), s/veh 0.0 0.9 0.9 1.7 0.0 0.0 0.1 0.0 0.2 6.6 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 1.6 1.7 0.3 0.3 0.0 0.3 0.0 0.3 0.1 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 12.3 12.3 18.1 5.5 0.0 13.8 0.0 14.0 25.1 0.0 0.0 LnGrp LOS B B B A B B C
Approach Vol, veh/h 66 3 329 100 4
Approach Delay, s/veh 12 .3 7.3 13.9 25.1
Approach LOS B A B C
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 7.1 16.2 4. 2 23.3 9.8
Change Period (Y+Rc), s 4.0 5.3 4. 0 5.3 4.0
Max Green Setting (Gmax), s 30.0 30.0 12.0 30.0 20.0
Max Q Clear Time (g_c+I1), s 3.5 7.9 2. 1 3.7 3.2
Green Ext Time (p_c), s 0.0 2.9 0.0 1.3 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 11 .0
HCM 7th LOS B
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
376
HCM 7th Signalized Intersection Summary
2:
2. Voyager St & Jack London Blvd 05/25/2026
3 Existing Plus Project Closure and Full Buildout PM PM Peak Hour 11:46 pm 03/16/2026 ExistingSyn chro 12 Report Pvb Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 649 2 20 314 1 7 0 45 0 0 1
Fu
ture Volume (veh/h) 0 649 2 20 314 1 7 0 45 0 0 1
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1. 00 1.00 0.98 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 N o No No
Adj Sat Flow, veh/h/ln 1900 1870 1159 1307 1870 418 1263 1900 1366 1900 1900 418 Adj Flow Rate, veh/h 0 7 05 2 22 341 1 8 0 49 0 0 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 50 40 2 100 43 0 36 0 0 100
Ca
p, veh/h 6 1185 3 55 1791 5 179 0 115 0 0 5
Arrive On Green 0. 00 0.33 0.33 0.04 0.49 0.49 0.10 0.00 0.10 0.00 0.00 0.00 Sat Flow, veh/h 1810 3635 10 1245 3634 11 1810 0 1158 0 0 1610 Grp Volume(v), veh/h 0 3 45 362 22 167 175 8 0 49 0 0 1 Grp Sat Flow(s),veh/h/ln 1810 1777 1868 1245 1777 1868 1810 0 1158 0 0 1610 Q Serve(g_s), s 0. 0 5.3 5.3 0.6 1.7 1.7 0.1 0.0 1.3 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 5.3 5.3 0.6 1.7 1.7 0.1 0.0 1.3 0.0 0.0 0.0 Prop In Lane 1. 00 0.01 1.00 0.01 1.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 6 579 609 55 876 921 179 0 115 0 0 5 V/C Ratio(X) 0. 00 0.59 0.59 0.40 0.19 0.19 0.04 0.00 0.43 0.00 0.00 0.20 Avail Cap(c_a), veh/h 665 1904 2002 762 1904 2002 1385 0 886 0 0 591 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 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 9.2 9.2 15.2 4.6 4.6 13.3 0.0 13.8 0.0 0.0 16.3 In
cr Delay (d2), s/veh 0.0 0.7 0.7 1.7 0.1 0.1 0.0 0.0 0.9 0.0 0.0 7.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 1.2 1.3 0.1 0.2 0.2 0.0 0.0 0.3 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 9.9 9.9 16.9 4.7 4.7 13.4 0.0 14.8 0.0 0.0 23.6 LnGrp LOS A A B A A B B C
Approach Vol, veh/h 70 7 364 57 1
Approach Delay, s/veh 9. 9 5.4 14.6 23.6
Approach LOS A A B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.4 16.0 4. 0 0.0 21.4 7.2
Change Period (Y+Rc), s 4.0 5.3 4. 0 4.0 5.3 4.0
Max Green Setting (Gmax), s 20.0 35.0 12.0 12.0 35.0 25.0 Max Q Clear Time (g_c+I1), s 2.6 7.3 2. 0 0.0 3.7 3.3
Green Ext Time (p_c), s 0.0 3.2 0.0 0.0 1.4 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 8. 7
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
377
HCM 7th Signalized Intersection Summary
3:
3. Isabel Ave & Jack London Blvd 05/25/2026
3 Existing Plus Project Closure and Full Buildout PM PM Peak Hour 11:46 pm 03/16/2026 ExistingSyn chro 12 Report Pvb Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 103 407 205 108 156 359 100 1270 204 240 1382 57 Fu
ture Volume (veh/h) 103 407 205 108 156 359 100 1270 204 240 1382 57 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 1767 1885 1826 1870 1856 1885 1856 1841 1856 1885 1841 1693 Adj Flow Rate, veh/h 108 428 216 114 164 378 105 1337 215 253 1455 60 Pe
ak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 1 5 2 3 1 3 4 3 1 4 14
Ca
p, veh/h 444 763 329 505 414 552 433 1604 502 428 1586 453 Arrive On Green 0. 14 0.21 0.21 0.15 0.22 0.22 0.13 0.32 0.32 0.12 0.32 0.32 Sat Flow, veh/h 3264 3582 1545 3456 1856 1595 3428 5025 1572 3483 5025 1434 Grp Volume(v), veh/h 108 428 216 114 164 378 105 1337 215 253 1455 60 Gr
p Sat Flow(s),veh/h/ln 1632 1791 1545 1728 1856 1595 1714 1675 1572 1742 1675 1434 Q Serve(g_s), s 3. 1 11.3 13.5 3.1 8.0 21.4 2.9 26.1 11.4 7.3 29.5 3.2 Cycle Q Clear(g_c), s 3.1 11.3 13.5 3.1 8.0 21.4 2.9 26.1 11.4 7.3 29.5 3.2 Prop In Lane 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 444 763 329 505 414 552 433 1604 502 428 1586 453 V/C Ratio(X) 0. 24 0.56 0.66 0.23 0.40 0.68 0.24 0.83 0.43 0.59 0.92 0.13 Avail Cap(c_a), veh/h 463 763 329 654 1054 1103 649 3330 1042 495 2616 747 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 Up
stream 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 40.8 37.2 38.0 39.8 35.0 29.6 41.6 33.4 28.4 43.8 34.8 25.8 In
cr Delay (d2), s/veh 0.1 0.6 3.7 0.1 0.2 0.6 0.1 0.4 0.2 0.6 2.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 1.2 4.8 5.2 1.3 3.5 7.8 1.2 9.9 4.1 3.1 11.6 1.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 40.9 37.7 41.8 39.9 35.2 30.2 41.7 33.8 28.6 44.4 37.0 25.9 LnGrp LOS D D D D D C D C C D D C
Approach Vol, veh/h 75 2 656 1657 1768
Approach Delay, s/veh 39 .3 33.1 33.6 37.7
Approach LOS D C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.7 39.5 20.1 28.3 18.1 39.1 19.1 29.4 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Ma
x Green Setting (Gmax), s 15.0 70.0 20.0 15.0 20.0 55.0 15.0 60.0 Max Q Clear Time (g_c+I1), s 9.3 28.1 5.1 15.5 4.9 31.5 5.1 23.4 Gr
een Ext Time (p_c), s 0.0 1.5 0.0 0.0 0.0 1.9 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 35 .9
HCM 7th LOS D
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
378
HCM 7th Signalized Intersection Summary
4:
4. Isabel Ave & Discovery Dr 05/25/2026
3 Existing Plus Project Closure and Full Buildout PM PM Peak Hour 11:46 pm 03/16/2026 ExistingSyn chro 12 Report Pvb Page 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 39 34 11 1501 1637 56
Fu
ture Volume (veh/h) 39 34 11 1501 1637 56
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1559 1633 1233 1841 1856 1455
Adj Flow Rate, veh/h 41 36 12 1597 1741 60
Pe
ak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 23 18 45 4 3 30
Ca
p, veh/h 300 253 50 2998 2118 516
Arrive On Green 0. 10 0.10 0.02 0.60 0.42 0.42
Sat Flow, veh/h 2881 2436 2278 5191 5233 1233
Grp Volume(v), veh/h 41 36 12 1597 1741 60
Gr
p Sat Flow(s),veh/h/ln 1440 1218 1139 1675 1689 1233
Q Serve(g_s), s 0. 5 0.5 0.2 6.8 11.1 1.1
Cycle Q Clear(g_c), s 0.5 0.5 0.2 6.8 11.1 1.1
Prop In Lane 1. 00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 300 253 50 2998 2118 516
V/C Ratio(X) 0. 14 0.14 0.24 0.53 0.82 0.12
Avail Cap(c_a), veh/h 1978 1673 1565 4141 4174 1016
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 14.8 14.8 17.5 4.3 9.4 6.5
In
cr Delay (d2), s/veh 0.1 0.1 0.9 0.1 0.3 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%i
le BackOfQ(50%),veh/ln 0.1 0.0 0.0 0.2 1.9 0.1
Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 14.9 14.9 18.4 4.4 9.7 6.5
LnGrp LOS B B B A A A
Approach Vol, veh/h 77 1 609 1801
Approach Delay, s/veh 14.9 4. 5 9.6
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 27 .9 8.5 6.5 21.4
Change Period (Y+Rc), s 6. 2 4.7 5.7 6.2
Max Green Setting (Gmax), s 30.0 25.0 25.0 30.0
Max Q Clear Time (g_c+I1), s 8.8 2. 5 2.2 13.1
Green Ext Time (p_c), s 1.9 0.0 0.0 2.1
Intersection Summary
HCM 7th Control Delay, s/veh 7. 4
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
379
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 59
Appendix E
Cumulative No-Build Synchro Worksheets
ATTACHMENT 3
380
HCM 7th Signalized Intersection Summary
1:
1. Discovery Dr & Jack London Blvd 05/25/2026
4 Cumulative Condition LATVA AM Syn chro 12 Report
AM Peak Hour Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 274 39 23 991 0 26 0 13 0 0 0
Fu
ture Volume (veh/h) 0 274 39 23 991 0 26 0 13 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 0 1781 1841 1604 1826 0 1648 1870 1100 1870 1870 1870 Adj Flow Rate, veh/h 0 2 98 42 25 1077 0 28 0 14 0 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 8 4 20 5 0 17 2 54 2 2 2
Ca
p, veh/h 0 1012 141 78 1895 0 162 0 85 0 7 0
Arrive On Green 0. 00 0.34 0.34 0.05 0.55 0.00 0.09 0.00 0.09 0.00 0.00 0.00 Sat Flow, veh/h 0 3072 416 1527 3561 0 1781 0 932 0 1870 0 Grp Volume(v), veh/h 0 1 68 172 25 1077 0 28 0 14 0 0 0 Grp Sat Flow(s),veh/h/ln 0 1692 1707 1527 1735 0 1781 0 932 0 1870 0 Q Serve(g_s), s 0. 0 1.9 1.9 0.4 5.2 0.0 0.4 0.0 0.4 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 1.9 1.9 0.4 5.2 0.0 0.4 0.0 0.4 0.0 0.0 0.0 Prop In Lane 0. 00 0.24 1.00 0.00 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 574 579 78 1895 0 162 0 85 0 7 0 V/C Ratio(X) 0. 00 0.29 0.30 0.32 0.57 0.00 0.17 0.00 0.17 0.00 0.00 0.00 Avail Cap(c_a), veh/h 0 1896 1912 507 5579 0 2225 0 1164 0 1351 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 6.2 6.2 11.7 3.8 0.0 10.8 0.0 10.8 0.0 0.0 0.0 In
cr Delay (d2), s/veh 0.0 0.2 0.2 0.9 0.2 0.0 0.2 0.0 0.3 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.1 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 6.4 6.4 12.6 4.0 0.0 10.9 0.0 11.1 0.0 0.0 0.0 LnGrp LOS A A B A B B
Approach Vol, veh/h 34 0 1102 42 0
Approach Delay, s/veh 6. 4 4.2 11.0 0.0
Approach LOS A A B
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 5.3 14.0 0. 0 19.3 6.3
Change Period (Y+Rc), s 4.0 5.3 4. 0 5.3 4.0
Max Green Setting (Gmax), s 8.5 28.7 18.5 41.2 32.0
Max Q Clear Time (g_c+I1), s 2.4 3.9 0. 0 7.2 2.4
Green Ext Time (p_c), s 0.0 1.4 0.0 6.8 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 4. 9
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
381
HCM 7th Signalized Intersection Summary
2:
2. Voyager St & Jack London Blvd 05/25/2026
4 Cumulative Condition LATVA AM Syn chro 12 Report
AM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 284 10 67 991 0 12 0 55 0 0 0
Fu
ture Volume (veh/h) 3 284 10 67 991 0 12 0 55 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0. 98 1.00 1.00 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 1870 1752 1455 1322 1826 1870 1040 1870 981 1870 1870 1870 Adj Flow Rate, veh/h 3 3 09 11 73 1077 0 13 0 60 0 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 10 30 39 5 2 58 2 62 2 2 2
Ca
p, veh/h 10 1192 42 148 1651 0 216 0 101 0 6 0
Arrive On Green 0. 01 0.36 0.36 0.12 0.48 0.00 0.12 0.00 0.12 0.00 0.00 0.00 Sat Flow, veh/h 1781 3276 116 1259 3561 0 1779 0 830 0 1870 0 Grp Volume(v), veh/h 3 1 57 163 73 1077 0 13 0 60 0 0 0 Grp Sat Flow(s),veh/h/ln 1781 1664 1728 1259 1735 0 1779 0 830 0 1870 0 Q Serve(g_s), s 0. 1 2.2 2.2 1.8 7.9 0.0 0.2 0.0 2.3 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 2.2 2.2 1.8 7.9 0.0 0.2 0.0 2.3 0.0 0.0 0.0 Prop In Lane 1. 00 0.07 1.00 0.00 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 10 606 629 148 1651 0 216 0 101 0 6 0 V/C Ratio(X) 0. 29 0.26 0.26 0.49 0.65 0.00 0.06 0.00 0.59 0.00 0.00 0.00 Avail Cap(c_a), veh/h 398 1479 1536 334 3228 0 1698 0 793 0 669 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 16.6 7.5 7.5 13.9 6.7 0.0 13.0 0.0 13.9 0.0 0.0 0.0 In
cr Delay (d2), s/veh 5.7 0.2 0.2 0.9 0.3 0.0 0.0 0.0 2.1 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 0.4 0.5 0.4 1.1 0.0 0.1 0.0 0.4 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 22.3 7.7 7.7 14.8 7.0 0.0 13.1 0.0 16.0 0.0 0.0 0.0 LnGrp LOS C A A B A B B
Approach Vol, veh/h 32 3 1150 73 0
Approach Delay, s/veh 7. 8 7.5 15.5 0.0
Approach LOS A A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.9 17.5 0. 0 4.2 21.3 8.1
Change Period (Y+Rc), s 4.0 5.3 4. 0 4.0 5.3 4.0
Max Green Setting (Gmax), s 8.9 29.8 12.0 7.5 31.2 32.0 Max Q Clear Time (g_c+I1), s 3.8 4.2 0. 0 2.1 9.9 4.3
Green Ext Time (p_c), s 0.0 1.3 0.0 0.0 6.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 7. 9
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
382
HCM 7th Signalized Intersection Summary
3:
3. Isabel Ave & Jack London Blvd 05/25/2026
4 Cumulative Condition LATVA AM Syn chro 12 Report
AM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 107 143 97 215 474 462 322 1718 195 264 1785 257 Fu
ture Volume (veh/h) 107 143 97 215 474 462 322 1718 195 264 1785 257 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1. 00 1.00 0.99 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 N o No No
Adj Sat Flow, veh/h/ln 1307 1856 1633 1870 1870 1870 1796 1752 1870 1870 1767 1633 Adj Flow Rate, veh/h 116 155 105 234 515 502 350 1867 212 287 1940 279 Pe
ak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 40 3 18 2 2 2 7 10 2 2 9 18
Ca
p, veh/h 234 961 377 360 523 575 389 1915 635 299 1783 512 Arrive On Green 0. 10 0.27 0.27 0.10 0.28 0.28 0.12 0.40 0.40 0.09 0.37 0.37 Sat Flow, veh/h 2415 3526 1384 3456 1870 1565 3319 4782 1585 3456 4823 1384 Grp Volume(v), veh/h 116 155 105 234 515 502 350 1867 212 287 1940 279 Gr
p Sat Flow(s),veh/h/ln 1208 1763 1384 1728 1870 1565 1659 1594 1585 1728 1608 1384 Q Serve(g_s), s 7. 0 5.1 9.2 10.0 42.1 43.0 16.0 59.0 14.2 12.7 56.8 24.5 Cycle Q Clear(g_c), s 7.0 5.1 9.2 10.0 42.1 43.0 16.0 59.0 14.2 12.7 56.8 24.5 Prop In Lane 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 234 961 377 360 523 575 389 1915 635 299 1783 512 V/C Ratio(X) 0. 50 0.16 0.28 0.65 0.98 0.87 0.90 0.98 0.33 0.96 1.09 0.55 Avail Cap(c_a), veh/h 256 986 387 366 523 575 432 1932 640 299 1783 512 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 Up
stream 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 65.9 42.6 44.0 66.2 55.0 45.5 67.0 45.3 31.9 70.0 48.5 38.3 In
cr Delay (d2), s/veh 0.6 0.0 0.1 3.1 35.2 13.4 19.0 14.9 0.1 40.9 49.6 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 %i
le BackOfQ(50%),veh/ln 2.2 2.2 3.1 4.5 24.4 19.5 7.7 24.9 5.4 7.2 30.2 8.3 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 66.5 42.6 44.2 69.3 90.2 58.9 86.0 60.2 32.0 110.9 98.1 38.9 LnGrp LOS E D D E F E F E C F F D
Approach Vol, veh/h 37 6 1251 2429 2506
Approach Delay, s/veh 50 .4 73.7 61.5 93.0
Approach LOS D E E F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.0 67.4 20.7 47.7 22.7 62.6 19.6 48.8 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Ma
x Green Setting (Gmax), s 13.3 62.1 16.3 43.0 20.0 55.4 16.3 43.0 Max Q Clear Time (g_c+I1), s 14.7 61.0 12.0 11.2 18.0 58.8 9.0 45.0 Gr
een Ext Time (p_c), s 0.0 0.5 0.0 0.1 0.0 0.0 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 75 .2
HCM 7th LOS E
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
383
HCM 7th Signalized Intersection Summary
4:
4. Isabel Ave & Discovery Dr 05/25/2026
4 Cumulative Condition LATVA AM Syn chro 12 Report
AM Peak Hour Page 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 56 43 49 2170 1978 123
Fu
ture Volume (veh/h) 56 43 49 2170 1978 123
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1470 1248 1707 1781 1781 1544
Adj Flow Rate, veh/h 61 47 53 2359 2150 134
Pe
ak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 29 44 13 8 8 24
Ca
p, veh/h 292 200 228 3304 2409 648
Arrive On Green 0. 11 0.11 0.07 0.68 0.50 0.50
Sat Flow, veh/h 2716 1861 3155 5024 5024 1309
Grp Volume(v), veh/h 61 47 53 2359 2150 134
Gr
p Sat Flow(s),veh/h/ln 1358 931 1577 1621 1621 1309
Q Serve(g_s), s 1. 0 1.2 0.8 15.4 20.4 2.9
Cycle Q Clear(g_c), s 1.0 1.2 0.8 15.4 20.4 2.9
Prop In Lane 1. 00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 292 200 228 3304 2409 648
V/C Ratio(X) 0. 21 0.24 0.23 0.71 0.89 0.21
Avail Cap(c_a), veh/h 957 656 432 4863 3655 983
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 20.8 20.9 22.4 5.1 11.7 7.3
In
cr Delay (d2), s/veh 0.1 0.2 0.2 0.1 1.5 0.1
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%i
le BackOfQ(50%),veh/ln 0.3 0.0 0.3 1.2 4.6 0.5
Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 21.0 21.1 22.5 5.2 13.1 7.3
LnGrp LOS C C C A B A
Approach Vol, veh/h 108 24 12 2284
Approach Delay, s/veh 21.0 5. 6 12.8
Approach LOS C A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 40 .9 10.2 9.4 31.5
Change Period (Y+Rc), s 6. 2 4.7 5.7 6.2
Max Green Setting (Gmax), s 51.1 18.0 7.0 38.4
Max Q Clear Time (g_c+I1), s 17.4 3. 2 2.8 22.4
Green Ext Time (p_c), s 3.6 0.0 0.0 2.9
Intersection Summary
HCM 7th Control Delay, s/veh 9. 4
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
384
HCM 7th Signalized Intersection Summary
1:
1. Discovery Dr & Jack London Blvd 05/25/2026
4 Cumulative Conditions LATVA PM Syn chro 12 Report
PM Peak Hour Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1214 27 12 505 0 37 0 17 10 0 3 Fu
ture Volume (veh/h) 0 1214 27 12 505 0 37 0 17 10 0 3
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 0 1796 1870 1159 1826 0 1811 1870 1292 1870 1870 1870 Adj Flow Rate, veh/h 0 1 320 29 13 549 0 40 0 18 11 0 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 7 2 50 5 0 6 2 41 2 2 2
Ca
p, veh/h 0 1739 38 29 2134 0 177 0 109 29 0 8
Arrive On Green 0. 00 0.51 0.51 0.03 0.62 0.00 0.10 0.00 0.10 0.02 0.00 0.02 Sat Flow, veh/h 0 3504 75 1104 3561 0 1781 0 1095 1363 0 372 Grp Volume(v), veh/h 0 6 59 690 13 549 0 40 0 18 14 0 0 Grp Sat Flow(s),veh/h/ln 0 1706 1783 1104 1735 0 1781 0 1095 1735 0 0 Q Serve(g_s), s 0. 0 15.6 15.6 0.6 3.6 0.0 1.0 0.0 0.8 0.4 0.0 0.0 Cycle Q Clear(g_c), s 0.0 15.6 15.6 0.6 3.6 0.0 1.0 0.0 0.8 0.4 0.0 0.0 Prop In Lane 0. 00 0.04 1.00 0.00 1.00 1.00 0.79 0.21
Lane Grp Cap(c), veh/h 0 869 908 29 2134 0 177 0 109 37 0 0 V/C Ratio(X) 0. 00 0.76 0.76 0.45 0.26 0.00 0.23 0.00 0.17 0.38 0.00 0.00 Avail Cap(c_a), veh/h 0 1644 1718 189 4211 0 1132 0 696 641 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 9.9 9.9 24.1 4.4 0.0 20.9 0.0 20.8 24.3 0.0 0.0 In
cr Delay (d2), s/veh 0.0 1.0 1.0 3.9 0.0 0.0 0.2 0.0 0.3 2.4 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 3.8 3.9 0.2 0.6 0.0 0.4 0.0 0.2 0.2 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 10.9 10.9 28.1 4.5 0.0 21.1 0.0 21.0 26.7 0.0 0.0 LnGrp LOS B B C A C C C
Approach Vol, veh/h 13 49 562 58 14
Approach Delay, s/veh 10 .9 5.0 21.1 26.7
Approach LOS B A C C
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 5.3 30.9 5. 1 36.3 9.0
Change Period (Y+Rc), s 4.0 5.3 4. 0 5.3 4.0
Max Green Setting (Gmax), s 8.6 48.5 18.6 61.1 32.0
Max Q Clear Time (g_c+I1), s 2.6 17.6 2. 4 5.6 3.0
Green Ext Time (p_c), s 0.0 8.1 0.0 3.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 9. 6
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
385
HCM 7th Signalized Intersection Summary
2:
2. Voyager St & Jack London Blvd 05/25/2026
4 Cumulative Conditions LATVA PM Syn chro 12 Report
PM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1244 13 26 512 0 7 0 80 0 0 0
Fu
ture Volume (veh/h) 4 1244 13 26 512 0 7 0 80 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 1870 1841 1100 803 1826 1870 1263 1870 1189 1870 1870 1870 Adj Flow Rate, veh/h 4 1 352 14 28 557 0 8 0 87 0 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 4 54 74 5 2 43 2 48 2 2 2
Ca
p, veh/h 14 1841 19 40 1957 0 223 0 126 0 4 0
Arrive On Green 0. 01 0.52 0.52 0.05 0.56 0.00 0.13 0.00 0.13 0.00 0.00 0.00 Sat Flow, veh/h 1781 3546 37 765 3561 0 1781 0 1007 0 1870 0 Grp Volume(v), veh/h 4 6 67 699 28 557 0 8 0 87 0 0 0
Grp Sat Flow(s),veh/h/ln 1781 1749 1834 765 1735 0 1781 0 1007 0 1870 0 Q Serve(g_s), s 0. 1 13.0 13.0 1.6 3.7 0.0 0.2 0.0 3.6 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 13.0 13.0 1.6 3.7 0.0 0.2 0.0 3.6 0.0 0.0 0.0 Prop In Lane 1. 00 0.02 1.00 0.00 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 14 908 952 40 1957 0 223 0 126 0 4 0 V/C Ratio(X) 0. 30 0.73 0.73 0.69 0.28 0.00 0.04 0.00 0.69 0.00 0.00 0.00 Avail Cap(c_a), veh/h 309 1598 1676 150 3250 0 1299 0 735 0 512 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 21.7 8.2 8.2 20.4 5.0 0.0 16.9 0.0 18.4 0.0 0.0 0.0 In
cr Delay (d2), s/veh 4.4 0.9 0.8 7.7 0.1 0.0 0.0 0.0 2.5 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.1 2.7 2.8 0.3 0.6 0.0 0.1 0.0 0.8 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 26.1 9.1 9.0 28.1 5.0 0.0 16.9 0.0 20.9 0.0 0.0 0.0 LnGrp LOS C A A C A B C
Approach Vol, veh/h 13 70 585 95 0
Approach Delay, s/veh 9. 1 6.1 20.6 0.0
Approach LOS A A C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.3 28.1 0. 0 4.3 30.1 9.5
Change Period (Y+Rc), s 4.0 5.3 4. 0 4.0 5.3 4.0
Max Green Setting (Gmax), s 8.6 40.1 12.0 7.6 41.1 32.0 Max Q Clear Time (g_c+I1), s 3.6 15.0 0. 0 2.1 5.7 5.6
Green Ext Time (p_c), s 0.0 7.7 0.0 0.0 3.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 8. 8
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
386
HCM 7th Signalized Intersection Summary
3:
3. Isabel Ave & Jack London Blvd 05/25/2026
4 Cumulative Conditions LATVA PM Syn chro 12 Report
PM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 231 690 346 169 278 404 133 1793 210 379 1907 129 Fu
ture Volume (veh/h) 231 690 346 169 278 404 133 1793 210 379 1907 129 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 1618 1870 1781 1870 1856 1870 1781 1841 1870 1870 1826 1618 Adj Flow Rate, veh/h 251 750 376 184 302 439 145 1949 228 412 2073 140 Pe
ak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 19 2 8 2 3 2 8 4 2 2 5 19
Ca
p, veh/h 293 931 395 361 498 632 300 1838 580 452 2020 556 Arrive On Green 0. 10 0.26 0.26 0.10 0.27 0.27 0.09 0.37 0.37 0.13 0.41 0.41 Sat Flow, veh/h 2990 3554 1508 3456 1856 1583 3291 5025 1585 3456 4985 1372 Grp Volume(v), veh/h 251 750 376 184 302 439 145 1949 228 412 2073 140 Gr
p Sat Flow(s),veh/h/ln 1495 1777 1508 1728 1856 1583 1646 1675 1585 1728 1662 1372 Q Serve(g_s), s 12 .7 30.2 37.5 7.7 21.8 35.3 6.4 56.0 16.3 18.0 62.0 10.4 Cycle Q Clear(g_c), s 12.7 30.2 37.5 7.7 21.8 35.3 6.4 56.0 16.3 18.0 62.0 10.4 Prop In Lane 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 293 931 395 361 498 632 300 1838 580 452 2020 556 V/C Ratio(X) 0. 86 0.81 0.95 0.51 0.61 0.69 0.48 1.06 0.39 0.91 1.03 0.25 Avail Cap(c_a), veh/h 396 998 423 368 498 632 307 1838 580 454 2020 556 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 Up
stream 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 68.0 52.9 55.6 64.9 48.9 38.2 66.2 48.6 36.0 65.7 45.5 30.2 In
cr Delay (d2), s/veh 10.3 4.1 29.9 0.4 1.5 2.8 0.4 39.2 0.2 22.0 27.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 5.2 13.8 17.2 3.4 10.2 13.8 2.7 29.1 6.3 9.2 29.7 3.4 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 78.3 57.0 85.5 65.3 50.5 41.0 66.6 87.8 36.1 87.7 72.6 30.3 LnGrp LOS E E F E D D E F D F F C
Approach Vol, veh/h 13 77 925 2322 2625
Approach Delay, s/veh 68 .7 48.9 81.4 72.7
Approach LOS E D F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 24.7 61.8 20.7 45.9 18.7 67.8 19.7 46.9 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Ma
x Green Setting (Gmax), s 20.1 56.0 16.3 43.0 14.3 61.8 20.3 39.0 Max Q Clear Time (g_c+I1), s 20.0 58.0 9.7 39.5 8.4 64.0 14.7 37.3 Gr
een Ext Time (p_c), s 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 71 .7
HCM 7th LOS E
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
387
HCM 7th Signalized Intersection Summary
4:
4. Isabel Ave & Discovery Dr 05/25/2026
4 Cumulative Conditions LATVA PM Syn chro 12 Report
PM Peak Hour Page 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 96 71 27 2040 2337 62
Fu
ture Volume (veh/h) 96 71 27 2040 2337 62
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1663 1663 1248 1841 1826 1366
Adj Flow Rate, veh/h 104 77 29 2217 2540 67
Pe
ak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 16 16 44 4 5 36
Ca
p, veh/h 348 281 104 3522 2785 647
Arrive On Green 0. 11 0.11 0.04 0.70 0.56 0.56
Sat Flow, veh/h 3072 2480 2306 5191 5149 1158
Grp Volume(v), veh/h 104 77 29 2217 2540 67
Gr
p Sat Flow(s),veh/h/ln 1536 1240 1153 1675 1662 1158
Q Serve(g_s), s 1. 8 1.7 0.7 13.8 26.9 1.6
Cycle Q Clear(g_c), s 1.8 1.7 0.7 13.8 26.9 1.6
Prop In Lane 1. 00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 348 281 104 3522 2785 647
V/C Ratio(X) 0. 30 0.27 0.28 0.63 0.91 0.10
Avail Cap(c_a), veh/h 944 762 275 5239 4117 956
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 23.9 23.8 27.1 4.7 11.6 6.1
In
cr Delay (d2), s/veh 0.2 0.2 0.5 0.1 1.9 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%i
le BackOfQ(50%),veh/ln 0.6 0.0 0.2 1.5 6.3 0.2
Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 24.0 24.0 27.6 4.8 13.5 6.1
LnGrp LOS C C C A B A
Approach Vol, veh/h 181 22 46 2607
Approach Delay, s/veh 24.0 5. 1 13.3
Approach LOS C A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 47 .3 11.3 8.3 38.9
Change Period (Y+Rc), s 6. 2 4.7 5.7 6.2
Max Green Setting (Gmax), s 61.1 18.0 7.0 48.4
Max Q Clear Time (g_c+I1), s 15.8 3. 8 2.7 28.9
Green Ext Time (p_c), s 3.2 0.0 0.0 3.9
Intersection Summary
HCM 7th Control Delay, s/veh 10 .0
HCM 7th LOS B
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
388
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 60
Appendix F
Cumulative Plus Project Buildout Synchro
Worksheets
ATTACHMENT 3
389
HCM 7th Signalized Intersection Summary
1:
1. Discovery Dr & Jack London Blvd 05/25/2026
6 Cumulative PPC OW LATVA AM Syn chro 12 Report
AM Peak Hour Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 311 41 68 994 0 29 0 21 0 0 0
Fu
ture Volume (veh/h) 0 311 41 68 994 0 29 0 21 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 0 1781 1841 1604 1826 0 1648 1870 1100 1870 1870 1870 Adj Flow Rate, veh/h 0 3 38 45 74 1080 0 32 0 23 0 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 8 4 20 5 0 17 2 54 2 2 2
Ca
p, veh/h 0 861 114 191 1925 0 199 0 104 0 7 0
Arrive On Green 0. 00 0.29 0.29 0.13 0.55 0.00 0.11 0.00 0.11 0.00 0.00 0.00 Sat Flow, veh/h 0 3095 397 1527 3561 0 1781 0 932 0 1870 0 Grp Volume(v), veh/h 0 1 89 194 74 1080 0 32 0 23 0 0 0 Grp Sat Flow(s),veh/h/ln 0 1692 1710 1527 1735 0 1781 0 932 0 1870 0 Q Serve(g_s), s 0. 0 2.5 2.5 1.2 5.6 0.0 0.5 0.0 0.6 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 2.5 2.5 1.2 5.6 0.0 0.5 0.0 0.6 0.0 0.0 0.0 Prop In Lane 0. 00 0.23 1.00 0.00 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 0 485 490 191 1925 0 199 0 104 0 7 0 V/C Ratio(X) 0. 00 0.39 0.40 0.39 0.56 0.00 0.16 0.00 0.22 0.00 0.00 0.00 Avail Cap(c_a), veh/h 0 1588 1605 602 5120 0 2042 0 1068 0 1239 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 8.0 8.0 11.2 4.0 0.0 11.2 0.0 11.3 0.0 0.0 0.0 In
cr Delay (d2), s/veh 0.0 0.4 0.4 0.5 0.2 0.0 0.1 0.0 0.4 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 0.5 0.5 0.3 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 8.4 8.4 11.7 4.2 0.0 11.3 0.0 11.7 0.0 0.0 0.0 LnGrp LOS A A B A B B
Approach Vol, veh/h 38 3 1154 55 0
Approach Delay, s/veh 8. 4 4.7 11.5 0.0
Approach LOS A A B
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 7.5 13.3 0. 0 20.8 7.1
Change Period (Y+Rc), s 4.0 5.3 4. 0 5.3 4.0
Max Green Setting (Gmax), s 11.0 26.2 18.5 41.2 32.0
Max Q Clear Time (g_c+I1), s 3.2 4.5 0. 0 7.6 2.6
Green Ext Time (p_c), s 0.0 1.6 0.0 6.8 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 5. 8
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
390
HCM 7th Signalized Intersection Summary
2:
2. Voyager St & Jack London Blvd 05/25/2026
6 Cumulative PPC OW LATVA AM Syn chro 12 Report
AM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 329 10 67 1039 0 12 0 55 0 0 0 Fu
ture Volume (veh/h) 3 329 10 67 1039 0 12 0 55 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0. 98 1.00 1.00 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 1870 1752 1455 1322 1826 1870 1040 1870 981 1870 1870 1870 Adj Flow Rate, veh/h 3 3 58 11 73 1129 0 13 0 60 0 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 10 30 39 5 2 58 2 62 2 2 2
Ca
p, veh/h 10 1244 38 147 1695 0 215 0 100 0 5 0
Arrive On Green 0. 01 0.38 0.38 0.12 0.49 0.00 0.12 0.00 0.12 0.00 0.00 0.00 Sat Flow, veh/h 1781 3294 101 1259 3561 0 1779 0 830 0 1870 0 Grp Volume(v), veh/h 3 1 80 189 73 1129 0 13 0 60 0 0 0 Grp Sat Flow(s),veh/h/ln 1781 1664 1731 1259 1735 0 1779 0 830 0 1870 0 Q Serve(g_s), s 0. 1 2.6 2.6 1.9 8.5 0.0 0.2 0.0 2.4 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 2.6 2.6 1.9 8.5 0.0 0.2 0.0 2.4 0.0 0.0 0.0 Prop In Lane 1. 00 0.06 1.00 0.00 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 10 629 654 147 1695 0 215 0 100 0 5 0 V/C Ratio(X) 0. 29 0.29 0.29 0.50 0.67 0.00 0.06 0.00 0.60 0.00 0.00 0.00 Avail Cap(c_a), veh/h 387 1421 1478 335 3134 0 1648 0 769 0 650 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 17.1 7.5 7.5 14.3 6.7 0.0 13.5 0.0 14.4 0.0 0.0 0.0 In
cr Delay (d2), s/veh 5.7 0.2 0.2 1.0 0.3 0.0 0.0 0.0 2.1 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 0.5 0.5 0.4 1.2 0.0 0.1 0.0 0.4 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 22.8 7.7 7.7 15.3 7.0 0.0 13.5 0.0 16.5 0.0 0.0 0.0 LnGrp LOS C A A B A B B
Approach Vol, veh/h 37 2 1202 73 0
Approach Delay, s/veh 7. 8 7.5 16.0 0.0
Approach LOS A A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.0 18.3 0. 0 4.2 22.2 8.2
Change Period (Y+Rc), s 4.0 5.3 4. 0 4.0 5.3 4.0
Max Green Setting (Gmax), s 9.2 29.5 12.0 7.5 31.2 32.0 Max Q Clear Time (g_c+I1), s 3.9 4.6 0. 0 2.1 10.5 4.4
Green Ext Time (p_c), s 0.0 1.5 0.0 0.0 6.4 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 8. 0
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
391
HCM 7th Signalized Intersection Summary
3:
3. Isabel Ave & Jack London Blvd 05/25/2026
6 Cumulative PPC OW LATVA AM Syn chro 12 Report
AM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 114 143 135 215 474 462 353 1718 195 264 1785 274 Fu
ture Volume (veh/h) 114 143 135 215 474 462 353 1718 195 264 1785 274 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1. 00 1.00 0.99 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 N o No No
Adj Sat Flow, veh/h/ln 1307 1856 1633 1870 1870 1870 1796 1752 1870 1870 1767 1633 Adj Flow Rate, veh/h 124 155 147 234 515 502 384 1867 212 287 1940 298 Pe
ak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 40 3 18 2 2 2 7 10 2 2 9 18
Ca
p, veh/h 234 960 377 359 523 574 422 1917 635 299 1736 498 Arrive On Green 0. 10 0.27 0.27 0.10 0.28 0.28 0.13 0.40 0.40 0.09 0.36 0.36 Sat Flow, veh/h 2415 3526 1384 3456 1870 1565 3319 4782 1585 3456 4823 1384 Grp Volume(v), veh/h 124 155 147 234 515 502 384 1867 212 287 1940 298 Gr
p Sat Flow(s),veh/h/ln 1208 1763 1384 1728 1870 1565 1659 1594 1585 1728 1608 1384 Q Serve(g_s), s 7. 5 5.1 13.3 10.0 42.1 43.0 17.6 59.1 14.2 12.7 55.4 27.0 Cycle Q Clear(g_c), s 7.5 5.1 13.3 10.0 42.1 43.0 17.6 59.1 14.2 12.7 55.4 27.0 Prop In Lane 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 234 960 377 359 523 574 422 1917 635 299 1736 498 V/C Ratio(X) 0. 53 0.16 0.39 0.65 0.99 0.87 0.91 0.97 0.33 0.96 1.12 0.60 Avail Cap(c_a), veh/h 256 985 387 366 523 574 431 1930 640 299 1736 498 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 Up
stream 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 66.1 42.6 45.6 66.3 55.1 45.6 66.3 45.3 31.9 70.0 49.3 40.2 In
cr Delay (d2), s/veh 0.7 0.0 0.2 3.1 35.4 13.5 22.1 14.7 0.1 41.2 61.4 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 2.3 2.2 4.6 4.5 24.5 19.6 8.6 24.9 5.4 7.3 31.4 9.2 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 66.8 42.6 45.8 69.4 90.6 59.1 88.4 60.0 32.0 111.2 110.6 41.6 LnGrp LOS E D D E F E F E C F F D
Approach Vol, veh/h 42 6 1251 2463 2525
Approach Delay, s/veh 50 .8 74.0 62.0 102.5
Approach LOS D E E F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.0 67.5 20.7 47.7 24.3 61.2 19.6 48.8 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Ma
x Green Setting (Gmax), s 13.3 62.1 16.3 43.0 20.0 55.4 16.3 43.0 Max Q Clear Time (g_c+I1), s 14.7 61.1 12.0 15.3 19.6 57.4 9.5 45.0 Gr
een Ext Time (p_c), s 0.0 0.5 0.0 0.1 0.0 0.0 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 78 .9
HCM 7th LOS E
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
392
HCM 7th Signalized Intersection Summary
4:
4. Isabel Ave & Discovery Dr 05/25/2026
6 Cumulative PPC OW LATVA AM Syn chro 12 Report
AM Peak Hour Page 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 56 43 49 2198 1979 159
Fu
ture Volume (veh/h) 56 43 49 2198 1979 159
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1470 1248 1707 1781 1781 1544
Adj Flow Rate, veh/h 61 47 53 2389 2151 173
Pe
ak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 29 44 13 8 8 24
Ca
p, veh/h 292 200 228 3304 2409 648
Arrive On Green 0. 11 0.11 0.07 0.68 0.50 0.50
Sat Flow, veh/h 2716 1861 3155 5024 5024 1309
Grp Volume(v), veh/h 61 47 53 2389 2151 173
Gr
p Sat Flow(s),veh/h/ln 1358 931 1577 1621 1621 1309
Q Serve(g_s), s 1. 0 1.2 0.8 15.8 20.5 3.9
Cycle Q Clear(g_c), s 1.0 1.2 0.8 15.8 20.5 3.9
Prop In Lane 1. 00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 292 200 228 3304 2409 648
V/C Ratio(X) 0. 21 0.24 0.23 0.72 0.89 0.27
Avail Cap(c_a), veh/h 957 656 432 4863 3654 983
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 20.8 20.9 22.4 5.2 11.7 7.5
In
cr Delay (d2), s/veh 0.1 0.2 0.2 0.1 1.5 0.1
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%i
le BackOfQ(50%),veh/ln 0.3 0.0 0.3 1.2 4.6 0.7
Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 21.0 21.1 22.6 5.3 13.1 7.6
LnGrp LOS C C C A B A
Approach Vol, veh/h 108 24 42 2324
Approach Delay, s/veh 21.0 5. 7 12.7
Approach LOS C A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 40 .9 10.2 9.4 31.5
Change Period (Y+Rc), s 6. 2 4.7 5.7 6.2
Max Green Setting (Gmax), s 51.1 18.0 7.0 38.4
Max Q Clear Time (g_c+I1), s 17.8 3. 2 2.8 22.5
Green Ext Time (p_c), s 3.6 0.0 0.0 2.9
Intersection Summary
HCM 7th Control Delay, s/veh 9. 4
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
393
HCM 7th Signalized Intersection Summary
1:
1. Discovery Dr & Jack London Blvd 05/25/2026
6 Cumulative PPC OW LATVA PM Syn chro 12 Report
PM Peak Hour Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1240 28 48 517 0 40 0 49 10 0 3 Fu
ture Volume (veh/h) 0 1240 28 48 517 0 40 0 49 10 0 3
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 0 1796 1870 1159 1826 0 1870 1870 1292 1870 1870 1870 Adj Flow Rate, veh/h 0 1 348 30 52 562 0 43 0 53 11 0 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 7 2 50 5 0 2 2 41 2 2 2
Ca
p, veh/h 0 1657 37 86 2191 0 216 0 133 28 0 8
Arrive On Green 0. 00 0.49 0.49 0.08 0.63 0.00 0.12 0.00 0.12 0.02 0.00 0.02 Sat Flow, veh/h 0 3503 76 1104 3561 0 1781 0 1095 1363 0 372 Grp Volume(v), veh/h 0 6 74 704 52 562 0 43 0 53 14 0 0 Grp Sat Flow(s),veh/h/ln 0 1706 1783 1104 1735 0 1781 0 1095 1735 0 0 Q Serve(g_s), s 0. 0 19.7 19.7 2.7 4.2 0.0 1.3 0.0 2.6 0.5 0.0 0.0 Cycle Q Clear(g_c), s 0.0 19.7 19.7 2.7 4.2 0.0 1.3 0.0 2.6 0.5 0.0 0.0 Prop In Lane 0. 00 0.04 1.00 0.00 1.00 1.00 0.79 0.21
Lane Grp Cap(c), veh/h 0 828 865 86 2191 0 216 0 133 36 0 0 V/C Ratio(X) 0. 00 0.81 0.81 0.60 0.26 0.00 0.20 0.00 0.40 0.39 0.00 0.00 Avail Cap(c_a), veh/h 0 1124 1174 160 3024 0 971 0 597 547 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 12.8 12.9 26.2 4.8 0.0 23.2 0.0 23.8 28.4 0.0 0.0 In
cr Delay (d2), s/veh 0.0 3.0 2.9 2.5 0.0 0.0 0.2 0.0 0.7 2.5 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.0 6.1 6.3 0.7 0.8 0.0 0.5 0.0 0.7 0.2 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 0.0 15.8 15.7 28.7 4.8 0.0 23.4 0.0 24.6 30.9 0.0 0.0 LnGrp LOS B B C A C C C
Approach Vol, veh/h 13 78 614 96 14
Approach Delay, s/veh 15 .8 6.8 24.0 30.9
Approach LOS B A C C
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 8.6 33.8 5. 2 42.4 11.1
Change Period (Y+Rc), s 4.0 5.3 4. 0 5.3 4.0
Max Green Setting (Gmax), s 8.5 38.7 18.5 51.2 32.0
Max Q Clear Time (g_c+I1), s 4.7 21.7 2. 5 6.2 4.6
Green Ext Time (p_c), s 0.0 6.8 0.0 3.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 13 .6
HCM 7th LOS B
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
394
HCM 7th Signalized Intersection Summary
2:
2. Voyager St & Jack London Blvd 05/25/2026
6 Cumulative PPC OW LATVA PM Syn chro 12 Report
PM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1302 13 26 560 0 7 0 80 0 0 0
Fu
ture Volume (veh/h) 4 1302 13 26 560 0 7 0 80 0 0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 1870 1841 1100 803 1826 1870 1870 1870 1189 1870 1870 1870 Adj Flow Rate, veh/h 4 1 415 14 28 609 0 8 0 87 0 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 4 54 74 5 2 2 2 48 2 2 2
Ca
p, veh/h 14 1892 19 40 2005 0 219 0 124 0 4 0
Arrive On Green 0. 01 0.53 0.53 0.05 0.58 0.00 0.12 0.00 0.12 0.00 0.00 0.00 Sat Flow, veh/h 1781 3548 35 765 3561 0 1781 0 1007 0 1870 0 Grp Volume(v), veh/h 4 6 97 732 28 609 0 8 0 87 0 0 0
Grp Sat Flow(s),veh/h/ln 1781 1749 1834 765 1735 0 1781 0 1007 0 1870 0 Q Serve(g_s), s 0. 1 14.1 14.1 1.6 4.1 0.0 0.2 0.0 3.8 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 14.1 14.1 1.6 4.1 0.0 0.2 0.0 3.8 0.0 0.0 0.0 Prop In Lane 1. 00 0.02 1.00 0.00 1.00 1.00 0.00 0.00
Lane Grp Cap(c), veh/h 14 932 978 40 2005 0 219 0 124 0 4 0 V/C Ratio(X) 0. 30 0.75 0.75 0.70 0.30 0.00 0.04 0.00 0.70 0.00 0.00 0.00 Avail Cap(c_a), veh/h 297 1541 1617 143 3126 0 1250 0 707 0 492 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 22.5 8.3 8.3 21.3 4.9 0.0 17.6 0.0 19.2 0.0 0.0 0.0 In
cr Delay (d2), s/veh 4.4 0.9 0.9 7.9 0.1 0.0 0.0 0.0 2.7 0.0 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 0.1 2.9 3.1 0.3 0.7 0.0 0.1 0.0 0.9 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 26.9 9.2 9.1 29.1 5.0 0.0 17.7 0.0 21.9 0.0 0.0 0.0 LnGrp LOS C A A C A B C
Approach Vol, veh/h 14 33 637 95 0
Approach Delay, s/veh 9. 2 6.0 21.6 0.0
Approach LOS A A C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.4 29.6 0. 0 4.3 31.7 9.6
Change Period (Y+Rc), s 4.0 5.3 4. 0 4.0 5.3 4.0
Max Green Setting (Gmax), s 8.5 40.2 12.0 7.6 41.1 32.0 Max Q Clear Time (g_c+I1), s 3.6 16.1 0. 0 2.1 6.1 5.8
Green Ext Time (p_c), s 0.0 8.2 0.0 0.0 3.3 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 8. 8
HCM 7th LOS A
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
395
HCM 7th Signalized Intersection Summary
3:
3. Isabel Ave & Jack London Blvd 05/25/2026
6 Cumulative PPC OW LATVA PM Syn chro 12 Report
PM Peak Hour Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 254 690 381 169 278 404 175 1793 210 379 1907 135 Fu
ture Volume (veh/h) 254 690 381 169 278 404 175 1793 210 379 1907 135 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 N o No No
Adj Sat Flow, veh/h/ln 1618 1870 1781 1870 1856 1870 1781 1841 1870 1870 1826 1618 Adj Flow Rate, veh/h 276 750 414 184 302 439 190 1949 228 412 2073 147 Pe
ak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 19 2 8 2 3 2 8 4 2 2 5 19
Ca
p, veh/h 311 979 415 354 508 638 295 1803 569 445 1983 546 Arrive On Green 0. 10 0.28 0.28 0.10 0.27 0.27 0.09 0.36 0.36 0.13 0.40 0.40 Sat Flow, veh/h 2990 3554 1508 3456 1856 1583 3291 5025 1585 3456 4985 1372 Grp Volume(v), veh/h 276 750 414 184 302 439 190 1949 228 412 2073 147 Gr
p Sat Flow(s),veh/h/ln 1495 1777 1508 1728 1856 1583 1646 1675 1585 1728 1662 1372 Q Serve(g_s), s 14 .2 30.3 42.8 7.9 22.0 35.8 8.7 56.0 16.8 18.4 62.1 11.3 Cycle Q Clear(g_c), s 14.2 30.3 42.8 7.9 22.0 35.8 8.7 56.0 16.8 18.4 62.1 11.3 Prop In Lane 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 311 979 415 354 508 638 295 1803 569 445 1983 546 V/C Ratio(X) 0. 89 0.77 1.00 0.52 0.59 0.69 0.64 1.08 0.40 0.93 1.05 0.27 Avail Cap(c_a), veh/h 389 979 415 361 508 638 302 1803 569 445 1983 546 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 Up
stream 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 69.0 51.9 56.5 66.4 49.2 38.5 68.6 50.0 37.5 67.3 47.0 31.7 In
cr Delay (d2), s/veh 16.1 3.3 43.2 0.5 1.3 2.6 3.4 46.9 0.2 25.0 33.2 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i
le BackOfQ(50%),veh/ln 6.1 13.7 20.9 3.5 10.3 14.0 3.7 30.3 6.5 9.5 30.9 3.7 Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 85.1 55.3 99.6 66.9 50.5 41.1 72.1 96.9 37.7 92.2 80.2 31.8 LnGrp LOS F E F E D D E F D F F C
Approach Vol, veh/h 14 40 925 2367 2632
Approach Delay, s/veh 73 .7 49.3 89.2 79.4
Approach LOS E D F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 24.8 61.8 20.7 48.8 18.7 67.9 20.9 48.6 Change Period (Y+Rc), s 4.7 5.8 4.7 5.8 4.7 5.8 4.7 5.8 Ma
x Green Setting (Gmax), s 20.1 56.0 16.3 43.0 14.3 61.8 20.3 39.0 Max Q Clear Time (g_c+I1), s 20.4 58.0 9.9 44.8 10.7 64.1 16.2 37.8 Gr
een Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 77 .7
HCM 7th LOS E
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
396
HCM 7th Signalized Intersection Summary
4:
4. Isabel Ave & Discovery Dr 05/25/2026
6 Cumulative PPC OW LATVA PM Syn chro 12 Report
PM Peak Hour Page 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 108 71 27 2070 2346 88
Fu
ture Volume (veh/h) 108 71 27 2070 2346 88
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
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 1663 1663 1248 1841 1826 1366
Adj Flow Rate, veh/h 117 77 29 2250 2550 96
Pe
ak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 16 16 44 4 5 36
Ca
p, veh/h 349 282 103 3526 2792 649
Arrive On Green 0. 11 0.11 0.04 0.70 0.56 0.56
Sat Flow, veh/h 3072 2480 2306 5191 5149 1158
Grp Volume(v), veh/h 117 77 29 2250 2550 96
Gr
p Sat Flow(s),veh/h/ln 1536 1240 1153 1675 1662 1158
Q Serve(g_s), s 2. 1 1.7 0.7 14.3 27.2 2.3
Cycle Q Clear(g_c), s 2.1 1.7 0.7 14.3 27.2 2.3
Prop In Lane 1. 00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 349 282 103 3526 2792 649
V/C Ratio(X) 0. 33 0.27 0.28 0.64 0.91 0.15
Avail Cap(c_a), veh/h 937 756 273 5202 4088 950
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Up
stream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 24.1 23.9 27.3 4.8 11.7 6.2
In
cr Delay (d2), s/veh 0.2 0.2 0.5 0.1 2.0 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%i
le BackOfQ(50%),veh/ln 0.7 0.0 0.2 1.5 6.5 0.4
Unsig. Movement Delay, s/veh
Ln
Grp Delay(d), s/veh 24.3 24.1 27.8 4.8 13.7 6.3
LnGrp LOS C C C A B A
Approach Vol, veh/h 194 22 79 2646
Approach Delay, s/veh 24.2 5. 1 13.4
Approach LOS C A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 47 .6 11.4 8.3 39.3
Change Period (Y+Rc), s 6. 2 4.7 5.7 6.2
Max Green Setting (Gmax), s 61.1 18.0 7.0 48.4
Max Q Clear Time (g_c+I1), s 16.3 4. 1 2.7 29.2
Green Ext Time (p_c), s 3.2 0.0 0.0 3.9
Intersection Summary
HCM 7th Control Delay, s/veh 10 .1
HCM 7th LOS B
Notes
User approved pedestrian interval to be less than phase max green.
ATTACHMENT 3
397
June 10, 2026
GILLIG Discovery Drive Closure Traffic Impact Analysis Findings and Recommendations Kittelson & Associates, Inc. Page 61
Appendix G
Eden Landing Facility Turning Movement
Volumes
ATTACHMENT 3
398
24 Type of report: Midblock Count - Volume Data
LOCATION: LOCATION: Gillig Warehouse Driveway S of Eden Landing Rd QC JOB #: QC JOB #: 17354001 SPECIFIC LOCATION:SPECIFIC LOCATION: DIRECTION: DIRECTION: NB, SB CITY/STATE: CITY/STATE: Hayward, CA DATE: DATE: Dec 3 2025 - Dec 4 2025 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic
SatSat SunSun Average Week Average Week
Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile3 Dec 25 4 Dec 25 12:00 AM 0 0 0 0
01:00 AM 1 1 1 1
02:00 AM 0 1 1 1
03:00 AM 2 1 2 2
04:00 AM 0 1 1 1
05:00 AM 6 8 7 7
06:00 AM 14 15 15 15
07:00 AM 2626 17 2222 2222
08:00 AM 1 6 4 4
09:00 AM 7 9 8 8
10:00 AM 14 15 15 15
11:00 AM 23 21 21 22 22
12:00 PM 4141 21 3131 3131
01:00 PM 8 17 13 13
02:00 PM 9 4 7 7
03:00 PM 15 19 17 17
04:00 PM 30 30 30 30 30
05:00 PM 4 9 7 7
06:00 PM 4 0 2 2
07:00 PM 0 0 0 0
08:00 PM 3 2 3 3
09:00 PM 1 1 1 1
10:00 PM 0 1 1 1
11:00 PM 0 1 1 1
Day TotalDay Total 209 200 211 211
% Weekday
Average 99.1% 94.8%
% Week
Average 99.1% 94.8% 100%
AM Peak
Volume
7:00 AM
26 11:00 AM
21 7:00 AM
22 7:00 AM
22 PM Peak
Volume
12:00 PM
41 4:00 PM
30 12:00 PM
31 12:00 PM
31 Comments:
Report generated on 12/8/2025 10:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
ATTACHMENT 3 399
1 RESOLUTION NO. ________
IN THE CITY COUNCIL OF THE CITY OF LIVERMORE, CALIFORNIA
A RESOLUTION AUTHORIZING STAFF TO PROCEED WITH NEGOTIATING TERMS FOR DEVELOPMENT AGREEMENT (DA) 26-001 WITH GILLIG TO FACILITATE
CAMPUS EXPANSION
Gillig, the bus manufacturing company located in the Oaks Business Park, desires to expand its Livermore campus and has requested closure of a portion of Discovery Drive to facilitate such expansion.
The City received an application from Gillig for Development Agreement (DA) 26- 001, which includes a formal request for street closure.
A Development Agreement is the appropriate mechanism to secure public benefits and ensure land uses that generate high-quality jobs, provide an efficient use of land, and generate significant tax dollars for the City.
Section 9.04.040 of the Livermore Development Code states that the City Council shall hold a noticed public hearing where it shall determine whether it wishes to enter into a Development Agreement and, if so, the general subject areas City staff is authorized to negotiate.
Article XVI, Section 6 of the California Constitution prohibits cities from making gifts of public funds or things of value to private parties. In addition, Livermore Development Code Section 9.04.050(D)(1) requires that all Development Agreements provide a benefit to the City. The Development Agreement would provide significant public benefits to the City, primarily through increased tax revenue, job creation, private investment, and retention of one of Livermore’s major employers as a result of Gillig’s campus expansion.
Entering into negotiations with Gillig to facilitate a future campus expansion is consistent with the General Plan and Strategic Plan policies that call for robust business engagement, a diverse local economy, business retention, high-quality local jobs, and working with property owners to advance local economic development.
Authorization of Development Agreement negotiation is not a project under CEQA Section 21065. City Council authorization will not cause a direct physical change in the environment, or a reasonably foreseeable indirect change in the environment. No lease, permit, certificate, or entitlement is being issued at this time.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Livermore authorizes staff to negotiate Development Agreement 26-001 containing terms within the following general subject areas:
1. Street closure and reversion;
2. Campus expansion and relocation of Gillig operations to Livermore; and 400
2 RESOLUTION NO. ________
3. Right-of-way dedication and trail construction.
BE IT FURTHER RESOLVED that the City Council of the City of Livermore hereby directs staff to retur n to the City Council wit h a completed Development Agreement for final consideration.
The documents that constitute the record of proceedings upon which this decision is based can be found in the City Clerk’s Office, 1052 S. Livermore Avenue, in Livermore, California.
On motion of Council Member _______________________, seconded by Council Member ______________________, the foregoing resolu tion was passed and adopted on July 13, 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST: APPROVED AS TO FORM:
_______________________ /s/ Katherine Mirassou
Helena Graves Katherine Mirassou
Acting City Clerk Assistant City Attorney
401
CITY COUNCIL STAFF REPORT
ITEM NO. 8.1
DATE:
July 13, 2026
TO:
Honorable Mayor and City Council
FROM:
Kristen Hilton, Acting Administrative Services Director SUBJECT:
Resolution approving the Executive Management, Management Confidential, and Confidential Compensation Plan effective July 1, 2025.
RECOMMENDED ACTION
Staff recommends that the City Council adopt a resolution approving the Executive Management, Management Confidential, and Confidential Compensation Plan effective July 1, 2025.
SUMMARY
The proposed Executive Management, Management Confidential, and Confidential Compensation Plan consolidates the salaries, benefits, and other terms and conditions of the of employment for executive management, management confidential, and confidential employees into a single Council adopted document. The plan is intended to provide clear and consistent framework for compensation administration while reflecting current City practices.
DISCUSSION
Currently, there is no single document that codifies the compensation and benefits applicable to the City's unrepresented executive management, management confidential, and confidential employees.
Executive management, management confidential, and confidential salary increases and benefits have historically followed those provided those provided to the Livermore Management Group (LMG) with some additional benefits to provided to executive management employees. The Police Chief has historically received salary adjustments and selected benefits consistent with the Police Management Group while receiving health benefits consistent with executive management.
The proposed Executive Management, Management Confidential, and Confidential Compensation Plan consolidates the City's current compensation and benefits practices into a single, comprehensive, Council adopted document. The plan is intended to provide a clear and consistent framework for administrating salaries, benefits, leave provisions, and other terms and conditions of employment, while improving transparency and ease of administration.
In addition to consolidating existing practices, the proposed Plan includes two benefit modifications. 402
First, the Police Chief would become eligible to receive the same Police Officer Standards and Training (POST) incentive pay provided to the Police Management Group, recognizing the Chief's continued maintenance of POST certification and ensuring consistency with the Police Department's management team. Second, executive management employees in the classifications of Assistant City Manager, Deputy City Manager, Administrative Services Director, Community Development Director, Innovation and Economic Development Director, Library Services Director, and Public Works Director currently receive a monthly vehicle allowance of $250. The proposed plan increases the monthly vehicle allowance for these executive management employees by $100/month for a total of $350/month based on a review of the City's comparable agencies effective July 13, 2026.
Staff recommends that the Executive Management, Management Confidential, and Confidential Compensation Plan be approved retroactive to July 1, 2025, to coincide with the effective dates of the current Livermore Management Group (LMG) and Police Management Group Memorandum of Understandings. Aligning the effective dates will ensure compensation adjustments and related provisions for employees covered by this plan remain on the same schedule as those applicable to those groups and provide for consistent administration going forward.
FISCAL IMPACT
The proposed plan memorializes existing compensation and benefits practices and, by itself, does not result in additional fiscal impacts beyond those previously approved by the City Council. The two proposed benefit modifications will result in a one-time retroactive cost of $23,400 for the Police Chief's POST incentive pay and an ongoing annual cost of $24,000. The proposed increase to the vehicle allowance will result in an ongoing annual cost of $8,400, effective July 13, 2026. Funding for these changes is available within the adopted budget.
COMMUNITY PILLAR
5: A City That Works
GOAL:
8: Attract, develop, engage, and retain a diverse and highly skilled workforce across the organization
ATTACHMENTS
1. Resolution
2. EXHIBIT A - Executive Management, Management Confidential, and Confidential Compensation Plan
Prepared by: Kristen Hilton
Acting Administrative Services
Director
403
Approved by:
____________________________________
Marianna A. Burch
City Manager
Fiscal Review by:
____________________________________
Kristen Hilton
Acting Administrative Services Director
404
1 RESOLUTION NO. ________
IN THE CITY COUNCIL OF THE CITY OF LIVERMORE, CALIFORNIA
A RESOLUTION APPROVING THE EXECUTIVE MANAGEMENT,
MANAGEMENT CONFIDENTIAL, AND CONFIDENTIAL
COMPENSATION PLAN EFFECTIVE JULY 1, 2025
The Executive Management, Management Confidential, and Confident ial Compensation Plan consolidates the salaries, benefits, and other terms and conditions of employment for unrepresented executive management, management confidential, and confidential employees into a single Council adopted document. The plan is intended to provide clear and consistent framework for compensation administration while reflecting current City practices.
NOW, THEREFORE, B E IT RESOLVED by the City Council of th e City of Livermore, that the Executive Management, Management Confidential, and Confidential Compensation Plan , attached hereto as Exhibit A, is hereby approved and adopted , effective July 1, 2025, except the increased executive management vehicle allowance shall become effective July 13, 2026.
On motion of Council M ember ______________________, seconded by Council Member ______________________, the foregoing r esolution was passed and adopted on July 13, 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST: APPROVED AS TO FORM:
_____________________________ /s/ Kimberly Cilley
Helena Graves Kimberly Cilley
Acting City Clerk City Attorney
Exhibit A - Executive Management, Management Confidential, and Confidential Compensation Plan
405
1. INTRODUCTION
a. PURPOSE
This Compensation Plan (“Plan”) establishes the salaries, benefits, and other terms and conditions of employment for executive management, management confidential, and confidential employees of the City of Livermore.
b. AUTHORITY
This Plan is adopted by resolution of the City Council and shall remain in effect until amended or repealed by the City Council. The City Manager or their designee is authorized to administer, implement, and interpret the provisions of this Plan. c. SCOPE
The provisions of this Plan apply to all positions designated as executive management, management confidential, or confidential as identified in attachment A. Employees covered by this Plan are not represented by a recognized employee organization.
2. SALARIES AND OTHER COMPENSATION
a. SALARIES
i. Management Confidential and Confidential Employees
Salary increases for classifications designated as management confidential and confidential shall be consistent with those provided to the Livermore Management Group (LMG) and shall be implemented on the same effective dates as LMG.
• Effective for the pay period beginning July 14, 2025, salaries for management confidential and confidential employees will reflect an increase of five percent (5%).
• Subsequent years will include the following increases to base salary:
o Effective July 13, 2026 – 3%
o Effective July 12, 2027 – 3%
o Effective July 10, 2028 – 3%
• In recognition of rising medical costs, the City will increase base salaries as follows:
o Effective July 14, 2025 – 1%
o Effective July 13, 2026 – 1%
ii. Executive Management Employees
Salary increases for classifications designated as executive management shall be consistent with those provided to LMG; however, such increases shall be effective the second pay period in November, unless otherwise approved by the City Council.
EXHIBIT A
406
• Effective for the pay period beginning November 17, 2025, salaries for executive management classifications will reflect an increase of five percent (5%).
• Subsequent years will include the following increases to base salary:
o Effective November 16, 2026 – 3%
o Effective November 15, 2027 – 3%
o Effective November 13, 2028 – 3%
• In recognition of rising medical costs, the City will increase base salaries as follows:
o Effective November 17, 2025 – 1%
o Effective November 16, 2026 – 1%
iii. Police Chief
The Police Chief shall receive salary increases consistent with those provided to the Police Management Unit and shall be eligible for medical benefits consistent with those provided to executive management employees. Additional benefits specific to the Police Chief are identified only where expressly noted in this Plan. • Effective July 14, 2025, the salary for the Police Chief will reflect an increase of five percent (5%) and an internal equity adjustment of five percent (5%).
• Subsequent years will include the following increases to base salary:
o Effective July 13, 2026 – 3%
o Effective July 12, 2027 – 3%
o Effective July 10, 2028 – 3%
• Subsequent years will include the following internal equity adjustments:
o Effective July 13, 2026 – 2%
o Effective July 12, 2027 – 1%
• In recognition of rising medical costs, the City will increase the Police Chief’s base salary as follows:
o Effective July 14, 2025 – 1%
o Effective July 13, 2026 – 1%
b. OVERTIME COMPENSATION
For classifications deemed to be FLSA non-exempt employees, overtime will be paid in accordance with the Fair Labor Standards Act (FLSA).
c. SUPERVISORY DIFFERENTIAL PAY
It shall be the policy of the City to recognize supervisory responsibilities of management employees by providing a differential in base salary between the supervising management employee and the subordinate employee(s). The amount of differential
EXHIBIT A
407
shall be based on the actual dollars of the subordinate employee's base salary, not on salary ranges. The minimum amount of differential to be paid to the management employee shall be:
• 10% above a non-management subordinate
• 7.5% above a management subordinate
Procedures and Conditions
The differential shall apply only when there is a direct and immediate departmental supervisory relationship. The City Manager shall be the final decision maker of the supervisory relationship involving a department head. For all determinations within a department not involving a department head, the department head shall make a recommendation to the City Manager of the nature of the supervisory relationship and the City Manager shall be the final decision maker of the supervisory relationship.
Approval
Differential adjustments shall not be made without the City Manager’s approval.
Determination of Amount
The amount of differential shall be based on the actual dollars of the subordinate employee’s base salary, not on the salary range.
Effective Date of Adjustment
The differential adjustment in the supervisor’s salary shall be effective on the first day of the pay period concurrent with or immediately following the effective date of the subordinate employee’s increase in base salary.
Multiple Position Supervisory Classification
If a supervisory classification has more than one allocated position and more than one rate of base salary for incumbent employees due to time in class or other reason, the supervisory differential adjustment shall be determined solely on the basis of the individual difference between subordinate and supervisor base salaries.
Temporary Assignments
Temporary or acting assignments will be considered as separate actions and shall not be cause for differential adjustments based upon supervisor relationships.
Probationary Employee
Probationary status shall not disqualify an otherwise eligible employee from receiving the supervisory differential.
d. ACTING PAY
An employee assigned to perform substantially the duties of a higher job classification as determined by the department head (or the City Manager, in the absence of the department head) for at least five (5) consecutive workdays, shall receive acting pay.
EXHIBIT A
408
An employee shall be paid the starting rate of the salary established for the salary range of the temporary assignment. An exception to this will be made if this salary rate is less than 5% over the employee's current base salary rate. In that circumstance, the employee will receive the amount within the range that represents a 5% increase over the employee's current base salary rate.
An employee whose acting assignment is expected to exceed 30 calendar days, due to a vacancy or coverage for an extended leave of absence, and whose assignment includes a high degree of complexity and/or increased level of supervisory responsibilities, as determined by the department head, may be eligible to receive up to
7.5% over the employee's base salary, subject to the approval of the Administrative Services Director.
If the acting assignment requires supervision, the employee will receive no less than
2.5% over the highest compensated employee supervised. In no event shall the rate exceed the top of the range of the assigned classification.
If an employee is assigned to an acting assignment for 12 months, the department head or City Manager may provide an additional increase of up to 7% or the maximum of the range, whichever is less.
e. SPECIAL PROJECTS PAY
Eligibility. An employee assigned to perform management duties by the department head to facilitate the completion of a project requiring skills and knowledge greater than those of the employee’s normal duties for a period of at least 30 calendar days, shall receive Special Projects Pay.
Rate of Pay. An employee who qualifies for Special Project Pay described in “Eligibility” shall be paid 5%-7% over the employee’s current salary as determined by the City Manager. An exception will be made if the project includes full supervision of other employees. In such a situation, the employee will be paid the 5%-7%, referenced above plus an additional percentage as necessary to ensure that the Special Projects Pay reflects a differential of 2.5% over the highest compensated position supervised. If an employee performs a special project assignment for 12 months, the City Manager may provide an additional increase of up to 7% effective the beginning of the 13th month.
f. BILINGUAL PAY
Employees who utilize a qualifying language in the performance of their assigned duties, demonstrate competency through testing, are certified by their department head, and approved by the Administrative Services Director, shall receive bilingual pay of sixty
EXHIBIT A
409
dollars ($60.00) per pay period. Bilingual pay shall commence with the first pay period following certification and shall continue for as long as the employee remains certified.
Bilingual pay shall apply to the following languages: Spanish, Vietnamese, Arabic, Farsi, Mandarin, Cantonese, Cambodian, Sign Language, and other languages as determined by the Administrative Services Director.
Employees receiving bilingual pay shall be subject to periodic recertification through the City’s current procedure, as a condition of continued eligibility.
g. TUITION REIMBURSMENT
Employees are eligible to participate in the tuition reimbursement plan detailed in Administrative Regulation #14. Reimbursement shall be paid at a rate of 75% of verified costs for books and tuition with a limit of $4000/fiscal year for undergraduate program, maximum lifetime of $16,000 and $5000/fiscal year for a graduate program with a maximum lifetime of $10,000.
h. LICENSES AND CERTIFICATIONS
Licenses and Certifications: The City will reimburse employees for the cost of state or other licensing or certification when such licensing or certification is verified by the department head as a requirement for the job. If an employee fails a test required to gain certification, the City will not pay for costs associated specifically with the retesting portion of the certification fee. Should an employee leave the employment of the City of Livermore, he/she shall proportionately reimburse the City for any time remaining in the certification period.
Regulations and procedures covering course work for certifications are covered in the Administrative Regulation #14, “Tuition Reimbursement” except as follows - reimbursement for course work required to maintain a required license or certification will be made at the rate of 100% upon verification by the department head that the course work is required to maintain certification.
Professional Memberships: Professional memberships required as part of the employee’s professional licensure or certification as verified by the department head shall be reimbursed at 100%. City reimbursement for professional memberships not so required will be considered as part of the budgetary process, subject to the City Manager’s determination.
i. DEFFERED COMPENSATION
i. Deferred Compensation 457 Plan
EXHIBIT A
410
Employees shall be able to participate in the deferred compensation program that the City may establish, administer, revise, sponsor, or make available to eligible employees. The City will contribute $185 per pay period with a required matching employee contribution of $75 per pay period.
ii. Defined Contribution 401(a) - Executive Management Employees Only Participation in the City’s defined contribution plan is voluntary. The City shall not make employer contributions to this plan. Eligible employees must enroll within sixty (60) days of hire to participate.
Enrollment in the Plan requires an irrevocable election, in accordance with applicable law, to participate in one of the following, subject to applicable Internal Revenue Service (IRS) limits:
• Pre-Tax Salary Contribution: A contribution of zero percent (0%) to fifteen percent (15%) of base salary on a pre-tax basis; and/or • Leave Conversion Contribution: A contribution of eligible leave balances, including vacation and administrative leave, once a year; and/or • Vacation upon Separation: An irrevocable election for final pay contribution of accrued vacation leave only.
j. HEALTH CLUB REIMBURSEMENT
i. Management Confidential and Confidential Employees
The City shall reimburse employees for the cost of monthly dues charged by a health or fitness club of the employee’s choice, as approved by the City Manager.
Reimbursement shall not exceed one hundred dollars ($100) per month.
A health and fitness club includes exercise facilities, yoga studios, aerobic training facilities, monthly subscriptions to virtual online fitness classes and programs, martial arts studios, and similar establishments. Excluded from reimbursement are country club memberships, golf course memberships, food- based subscriptions, and other similar recreational facilities.
The determination of the Administrative Services Director regarding eligibility for reimbursement under this section shall be final and not subject to appeal.
ii. Executive Management Employees
Executive management employees shall be eligible for health club reimbursement in accordance with subsection (i); however, the reimbursement amount shall not exceed one hundred twenty-five dollars ($125) per month.
EXHIBIT A
411
k. CELL PHONE
i. Management Confidential and Confidential Employees
Eligibility for cell phone allowance shall be determined in accordance with Administrative Regulation #36.
ii. Executive Management Employees
Executive management employees shall receive a cell phone allowance of ninety dollars ($90) per month.
l. CAR ALLOWANCE - EXECUTIVE MANAGEMENT ONLY
Executive management employees (excluding the Police Chief) shall receive a car allowance of three hundred and fifty dollars ($350) per month.
m. SEVERANCE PAY – EXECUTIVE MANAGEMENT ONLY
Executive management employees shall be eligible for severance pay equal to three (3) months of salary and benefits upon termination for reasons other than cause.
n. UNIFORM ALLOWANCE – POLICE CHIEF ONLY
The Police Chief shall be eligible for a uniform allowance consistent with that provided to the Police Management Association (PMA). The uniform allowance shall be one thousand three hundred dollars ($1,300) annually and shall be paid in equal amounts for each pay period as earned.
o. POST PAY – POLICE CHIEF ONLY
The Police Chief shall be eligible for POST certification pay consistent with that provided to the Police Management Association (PMA).
• Effective July 14, 2025, a Police Chief who possesses a Regular Management Certificate issued by the California Commission on Peace Officer Standards and Training (POST) shall receive one thousand four hundred fifty dollars ($1450) per month.
o Effective July 13, 2026, the monthly POST certification amount will increase to $1950/month.
• Effective July 14, 2025, a Police Chief who possesses a Regular Management Certificate issued by the California Commission on Peace Officer Standards and Training (POST) and who possesses a master’s degree issued by an accredited college or university or has successfully completed the State of California Commission on Peace Officer Standards and Training Law Enforcement Command College program or the Federal Bureau of Investigation National
EXHIBIT A
412
Academy Training Program shall receive one thousand five hundred dollars ($1500) per month.
o Effective July 13, 2026, the monthly POST certification amount will increase to $2000/month.
p. Compensation Review
The City is committed to providing a compensation program that supports the recruitment and retention of a qualified workforce. Compensation shall be established and maintained in a manner that is competitive with the external labor market, internally equitable, and fiscally responsible, and as guided by the City’s Compensation Policy.
The City strives to conduct periodic compensation studies of benchmark classifications to assess market competitiveness, in accordance with the City’s Compensation Policy.
The City aims to conduct such studies on an approximate five (5) year cycle, subject to available resources and organizational priorities.
3. LEAVES
a. VACATION
Full-time employees shall accrue vacation as follows:
Years of Service Accrual Rate Per Pay
Period
Accrual Rate Per Pay
Year
1 3.10 80.6
2 - 5 4.62 120.12
6-10 5.23 135.98
11-15 6.19 160.94
16-19 6.93 180.18
20+ 7.40 192.4
*Probationary employees must satisfactorily complete their probationary period before being advanced to the second-year accrual rate.
Vacation Accumulation
Management Confidential and Confidential employees may accumulate up to three hundred seventy-five (375) hours of vacation. Executive Management employees may accumulate up to four hundred (400) hours of vacation.
Vacation accrual shall cease upon reaching the applicable maximum and shall resume once the employee’s balance falls below the applicable cap. Employees are responsible for monitoring their vacation balances.
EXHIBIT A
413
Vacation Cash Out
Employees may cash out up to eighty-five (85) hours of vacation semi-annually in June and December, provided a minimum balance of forty (40) hours is maintained at the time of cash out. The City Manager may suspend this provision in the event of a demonstrated fiscal crisis.
Employees must make an irrevocable election during the month of December to participate in vacation cash out for the following calendar year. Failure to submit an election shall be deemed a waiver of participation for that year.
Employees are responsible for ensuring sufficient vacation hours are available at the time of cash out. If sufficient hours are not available, the employee shall receive only the available balance, if any.
b. SICK LEAVE
Sick leave shall accrue at the rate of 3.7 hours per pay period. Employees may accumulate sick leave without limit.
Sick leave may be used in accordance with the City’s Personnel Rules.
Upon retirement, unused sick leave may be converted to CalPERS service credit in accordance with applicable law.
c. ADMINISTRATIVE LEAVE
i. Management Confidential
Each payroll year, in recognition of the expectation that management employees work the hours necessary to fulfill the duties and responsibilities of their positions, eighty (80) hours of administrative leave shall be granted.
ii. Executive Management
Each payroll year, executive management employees shall be granted administrative leave as follows:
• One hundred twelve (112) hours: Administrative Services Director; Assistant City Manager, Community Development Director; Innovation and Economic Development Director; Library Services Director; Police Chief; Public Works Director.
• Ninety-six (96) hours: Deputy City Manager; Deputy City Manager/City Clerk.
Administrative leave must be used within the calendar year in which it is granted and shall not be carried over. For new employees, administrative leave shall be prorated
EXHIBIT A
414
based on the employee’s date of hire and on the number of full months remaining in the calendar year.
d. PERSONAL LEAVE
i. Confidential Employees
Confidential employees shall be eligible for sixteen (16) hours of personal leave per year. Employees shall receive an additional eight (8) hours of personal leave every five (5) years of service, up to a maximum of forty (40) hours per year.
Employees must complete six (6) months of service prior to becoming eligible for personal leave. Personal leave must be used within the calendar year in which it is granted and shall not be carried over.
e. PARENTAL LEAVE
Any employee who becomes a parent through birth, adoption, or foster care placement may use up to four (4) regularly scheduled workdays of sick leave to be with the child.
Such leave shall be in addition to, and may be used in conjunction with, leave provided under the City’s Personnel Rules and Regulations.
Use of this leave shall run concurrently with any applicable leave under the Family and Medical Leave Act (FMLA) and the California Family Rights Act (CFRA), as applicable.
f. BEREAVEMENT LEAVE
In the event of a death in the immediate family of an employee, the employee shall, upon request, be granted time off, not to exceed the equivalent of three (3) regularly scheduled workdays for full-time employees. The immediate family shall be defined as any of the following of the employee, the employee's spouse, or the employee's domestic partner:
• Spouse or registered domestic partner
• Child(ren)
• Parents
• Siblings
• Grandparents
• Grandchildren
• A relative residing in the employee's home or dependent upon the employee for full support.
In the event of the death of an employee's non-immediate family, an employee may use up to the equivalent of three (3) regularly scheduled workdays of accumulated sick
EXHIBIT A
415
leave. The non-immediate family shall be defined as any of the following of the employee, the employee's spouse, or the employee's registered domestic partner:
• Aunt or Uncle
Employees may supplement the paid bereavement leave in paragraph (a) with accrued leave (including vacation, administrative leave, or sick leave) to reach a total of five (5) workdays of time off per incident of bereavement. Employees may schedule additional time off, as needed, using accrued vacation or administrative leave with the approval of their supervisor.
g. HOLIDAYS
Holiday provisions shall be governed by the City of Livermore Personnel Rules and Regulations.
City offices shall be closed in observance of the following holidays, except for departments requiring alternative hours of operation:
(1) New Year's Day
(2) Martin Luther King, Jr. Day (third Monday of January) (3) President's Day (third Monday of February)
(4) Memorial Day (last Monday of May)
(5) Independence Day
(6) Labor Day (first Monday of September)
(7) Veteran's Day
(8) Thanksgiving Day
(9) Day after Thanksgiving Day
(10) December Twenty-fourth (24th)
(11) December Twenty-fifth (25th)
(12) December Thirty-first (31st)
Employees must be in a paid status on the workday immediately preceding and following a holiday to be eligible for holiday pay.
i. Executive Management and Management Confidential
Employees shall be eligible to take authorized holidays off with pay or receive an in-lieu day off with pay when required to work, as approved in advance by the Department Head.
ii. Confidential Employees
EXHIBIT A
416
Employees shall be eligible to take authorized holidays off with pay. If a holiday falls on an employee’s regularly scheduled day off, the employee shall receive an in-lieu day off, not to exceed eight (8) hours of pay, in the same or next pay period.
4. INSURANCES AND HEALTH CARE
a. HEALTH CARE BENEFITS
The City shall provide a monthly contribution toward health, dental, and vision premiums in the amount of one thousand nine hundred fifty dollars ($1,950) per eligible employee.
This amount shall be prorated for employees scheduled to work less than full-time.
Any unused portion of the City’s contribution shall be paid to the employee as taxable income.
b. LIFE INSURANCE
i. Management Confidential and Confidential Employees
Eligible employees shall receive basic life insurance coverage in the amount of one hundred fifty thousand dollars ($150,000), and dependent life insurance coverage in the amount of one thousand dollars ($1,000), under the City’s Life Insurance Program. The City shall pay the full cost of this coverage. Eligible employees may purchase additional or supplemental life insurance coverage at their own expense.
ii. Executive Management Employees
Eligible executive management employees shall receive basic term life insurance coverage in the amount of one hundred seventy-five thousand dollars ($175,000), and dependent life insurance coverage in the amount of one thousand dollars ($1,000), under the City’s Life Insurance Program. The City shall pay the full cost of this coverage. Eligible employees may purchase additional or supplemental life insurance coverage at their own expense.
c. LONG TERM DISABILITY INSURANCE (LTD)
The City shall provide a Long-Term Disability Insurance program and shall pay the full cost of premiums. The plan shall provide a monthly benefit equal to sixty percent (60%) of base monthly earnings, up to a maximum benefit of six thousand dollars ($6,000) per month.
d. RETIREE HEALTH BENEFIT
Eligibility
EXHIBIT A
417
i. Executive management, management confidential, and confidential employees who currently qualify for a retiree health benefit will have their retiree health benefit calculated based on the following table:
CALPERS Years of Service City’s Contribution
10 $1,462.50
15 $1,560.00
20 $1,755.00
25+ $1,950.00
Benefit
The reimbursement amount shall be limited to the actual cost of medical insurance for the retiree and eligible dependents and shall not exceed the maximum amount for which the retiree qualifies based on years of service.
Upon the retiree's eligibility for Medicare, the City will reimburse an amount including the cost of Medicare Parts A and B, if the employee is required to obtain such parts to secure medical coverage. The total amount of the reimbursement will not exceed the retiree’s maximum benefit amount.
The employee must have retired within 120 days of their last day of employment with the City of Livermore. If both husband and wife are in the same bargaining unit and both eligible for the retiree health benefit, both must be retired before they would be eligible for the retiree health benefit. The 120 day retirement requirement will apply when the second spouse retires. When both are retired, each will be eligible for the benefit amount. If the retirees divorce, each will continue to receive a benefit.
The employee must have obtained a minimum of ten (10) years of service credit working for a CalPERS covered employer, which includes a minimum of five (5) years of full-time employment or equivalent with the City of Livermore. The total years of service working for a CalPERS covered employer will be validated by PERS and/or the employee's former employers at the time of retirement.
A surviving spouse of a deceased retiree will be eligible to receive reimbursement in an amount equal to 50% of the reimbursement amount in effect at the time of death of the retiree. The surviving spouse must have been married to the retiree at the time of retirement. Eligibility for this benefit will cease upon remarriage or death of the spouse.
e. RETIREE HEALTH SAVINGS (RHS)
i. Management Confidential and Confidential Employees
EXHIBIT A
418
Employees hired into Management Confidential or Confidential positions on or after February 1, 2006, or elected to opt out of the Retiree Health Benefit, shall be enrolled in a Retirement Health Savings (RHS) plan administered by a third- party administrator selected by the City. The City shall contribute four percent (4%) of the employee’s base salary to the employee’s RHS account. ii. Executive Management Employees
Employees hired into Executive Management positions on or after August 1, 2014, shall be enrolled in the RHS plan. The City shall contribute four percent (4%) of the employee’s base salary to the employee’s RHS account.
5. RETIREMENT
The City of Livermore participates in the California Public Employees’ Retirement System (CalPERS) for employee retirement benefits.
i. Executive Management (minus Police Chief), Management Confidential, and Confidential Employees
Employees hired prior to December 30, 2012 are enrolled in the 2.7% @ 55 formula with a one-year final compensation and shall pay the full eight percent (8%) employee contribution.
New employees are enrolled in the 2% @ 60 or 2% @ 62 formula depending on eligibility, as per AB 340.
Effective December 30, 2012, newly hired employees who qualify as classic CalPERS members, shall be covered by the 2% at 60 retirement formula with three-year final compensation and shall pay the full seven percent (7%) employee contribution.
Effective January 1, 2013. employees who are new members to CalPERS, as defined by the Public Employees’ Pension Reform Act (PEPRA), shall be covered by the 2% at 62 retirement formula with three-year final compensation. Such employees shall pay the employee contribution required under PEPRA, which is currently seven and a half percent (7.5%) which is equal to fifty percent (50%) of the normal cost of the plan.
The following benefits shall apply to all CalPERS tiers: sick leave credit, Fourth Level 1959 Survivor Benefit, and military service credit.
ii. Police Chief
EXHIBIT A
419
Employees hired prior to December 30, 2012 are enrolled in the 3% @ 50 formula with a one-year final compensation and shall pay the full nine percent (9%) employee contribution.
New employees are enrolled in the 3% @ 55 or 2.7% @ 57 formula depending on eligibility, as per AB 340.
Effective December 30, 2012, newly hired employees who qualify as classic CalPERS members, shall be covered by the 3% at 55 retirement formula with three-year final compensation and shall pay the nine percent (9%) employee contribution.
Effective January 1, 2013. employees who are new members to CalPERS, as defined by the Public Employees’ Pension Reform Act (PEPRA), shall be covered by the 2.7% at 57 retirement formula with three-year final compensation. Such employees shall pay the employee contribution required under PEPRA, which is currently thirteen and three quarters percent (13.75%) which is equal to fifty percent (50%) of the normal cost of the plan.
The following benefits shall apply to all CalPERS tiers: sick leave credit, Fourth Level 1959 Survivor Benefit, and military service credit.
6. PART-TIME EMPLOYEES
Part-time employees shall be eligible for benefits provided under this Plan on a prorated basis, based on their status as a three-quarter or half time budget allocation.
7. MISCELLANEOUS
The City of Livermore Personnel Rules and Regulations and policies established by the City Manager will govern all working conditions not addressed in this plan.
EXHIBIT A
420
CITY COUNCIL STAFF REPORT
ITEM NO. 12.1
6.2 Introduction of an omnibus ordinance making administrative, technical, and other non- substantive changes to various sections of the Livermore Municipal Code.
Materials: Memo, Updated Ordinance - Redlined, Updated Ordinance
7.1 Public hearing - Authorization to negotiate a Development Agreement with Gillig to facilitate campus expansion.
Material: PowerPoint Presentation
8.1 Resolution approving the Executive Management, Management Confidential, and Confidential Compensation Plan effective July 1, 2025.
Materials: Memo, Revised Exhibit A – Compensation Plan - Redlined, Revised Exhibit A - Compensation Plan, PowerPoint Presentation
10.0 Council Committee Reports and Matters Initiated by City Manager, City Attorney, Staff, and Council Members.
Material: Council Reports
DATE:
July 13, 2026
TO:
Honorable Mayor and City Council
FROM:
Marianna A. Burch, City Manager
SUBJECT:
Supplemental materials received prior to the meeting.
RECOMMENDED ACTION
SUMMARY
These materials were posted online and made available to the public at the same time that they were distributed to the City Council.
DISCUSSION
ATTACHMENTS
421
1. Supplemental Materials
Prepared by: Helena Graves
Acting City Clerk
Approved by:
____________________________________
Marianna A. Burch
City Manager
Fiscal Review by:
____________________________________
Kristen Hilton
Acting Administrative Services Director
422
INTEROFFICE MEMORANDUM
Date: July 13, 2026
To: Honorable Mayor and City Council
From: Kimberly Cilley
City Attorney
Subject: Item #6.2 – Omnibus Ordinance Supplemental
Section 3 subsection F of the omnibus ordinance has been updated to improve consistency of the amended language across Chapter 5.50 Tobacco Retail Licensing.
All other sections remain as published.
ATTACHMENTS
6.2 Supplemental Omnibus Ordinance 2026.07.13 – Final
6.2 Supplemental Omnibus Ordinance 2026.07.13 – Redline Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 423
1 ORDINANCE NO. _____
IN THE CITY COUNCIL OF THE CITY OF LIVERMORE, CALIFORNIA
AN OMNIBUS ORDINANCE AMENDING THE LIVERMORE MUNICIPAL CODE TO
CORRECT GRAMMATICAL ERRORS, CLARIFY LANGUAGE, CONFORM CODES
TO ADMINISTRATIVE PRACTICES AND FACTS, AND TO MAKE OTHER
ADMINISTRATIVE, TECHNICAL, AND NON-SUBSTANTIVE AMENDMENTS
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LIVERMORE DOES ORDAIN AS FOLLOWS:
Section 1. Purpose. This omnibus ordinance amending the Livermore municipal code to correct grammatical errors, clarify language, conform codes to administrative practices and facts, and to make other administrative, technical, and non- substantive amendments.
Section 2. Instruction to Publisher. The code amendments made by this ordinance are reflected as follows: Deletions are reflected in this ordinance using a strikethrough, and new language is underlined. However, language with a strikethrough, and the underlines, will not be codified. The codification of this ordinance will only reflect the final language.
Section 3. Amendment – Municipal Code. The Livermore Municipal Code is hereby amended as follows:
A. Section 2.06.010 Regular meetings – When and where held is hereby amended to read as follows to correct the location of council meetings and make a grammatical change:
“All regular meetings of the City Council shall be held on the second and fourth Mondays of every month in the City Council cChambers located at 3575 Pacific Avenue 1016 S. Livermore Avenue, Livermore, California.” B. The following sections in Chapter 2.08 City Manager are amended as follows to replace gender specific references from “he” to “her” or “City Manager” and to clarify City Manager contract signing authority consistent with state law and City practice:
2.08.010 “The office of City Manager is created and established. The City Manager shall be appointed by the City Council wholly on the basis of his or her administrative and executive ability and qualifications, and shall hold office for and during the pleasure of the City Council.”
2.08.060 “The City Manager shall be the administrative head of the government of the City, under the direction and control of the City Council, except as otherwise provided in this code. He The City Manager shall be responsible for the efficient administration of all the affairs of the City which are under his Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 424
2 ORDINANCE NO. _____
or her control. In addition to his the City Manager’s general powers as administrative head, and not as a limitation
thereon, it shall be his or her duty and he or she shall have the power:
A. Enforcement of Laws. To enforce all laws and ordinances of the City, and to see that all franchises, contracts, permits and privileges granted by the City Council are faithfully observed;
B. Authority Over Employees. To control, order and give directions to all heads of departments and to subordinate officers and employees of the City under his or her jurisdiction, except the City Attorney and city treasurer, through their department heads;
C. Appointment and Removal of Officers and Employees. To appoint and, when necessary for the good of the service, remove any employee of the City, except the City Attorney, the City Attorney’s staff and the city treasurer;
D. Reorganization of Offices. To recommend to the City
Council such reorganization of offices, positions, departments or units under his or her direction, as may be indicated in the interest of efficient, effective and economical conduct of the City’s business;
E. Recommend Ordinances. To recommend to the City
Council for adoption such measures and ordinances as he or she deems necessary or expedient;
F. Attendance at Council Meetings. To attend all meetings of the City Council unless excused therefrom, except when his or her removal is under consideration;
G. Financial Reports. To keep the City Council at all times fully advised as to the financial conditions and needs of the City; H. Preparation of Budget. To prepare and submit the
proposed annual budget and the proposed annual salary plan to the City Council for its approval;
I. Purchase of Supplies. To purchase all supplies for all of the departments or divisions of the City. No expenditures shall be submitted or recommended to the City Council except on
report and approval of the City Manager;
J. Investigation of City Affairs. To make investigations into the affairs of the City and any department or division thereof, and Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 425
3 ORDINANCE NO. _____
any contract, or the proper performance of any obligations of the City;
K. Investigate Complaints Concerning Public Utilities,
Franchises. To investigate all complaints in relation to matters concerning the administration of the City government, and in regard to the service maintained by public utilities in the City, and to see that all franchises and permits granted by the City are faithfully performed and observed;
L. Supervision of Public Buildings and Parks. To exercise general supervision over all public buildings, public parks, and all other public property which is under the control and jurisdiction of the City Council;
M. Hours of Employment. To devote his or her entire time to the duties of his or her office in the interests of the City; N. Execute Specified Documents. To execute any document specified in Government Code Section 40602 whenever the City Council has delegated such authority by resolution, motion, minute order, or other appropriate council action. The authority granted by this section is in addition to and not a limitation on authority granted by other provisions of this code and City ordinances.
N O. Additional Duties. To perform such other duties and exercise such other powers as may be delegated to him or her from time to time by ordinance or resolution or other action of the City Council.”
C. Subsection 6 of Subsection H of Section 2.28.020 Powers and duties is hereby amended to read as follows to clarify duties of the administrative services department consistent with City practice:
“Prescribe and maintain forms and systems necessary to the operation of Chapter 2.68 LMC and other rules and regulations; and”
D. Subsection C of Section 2.68.140 Purchasing oversight is hereby amended to read as follows to clarify duties of the Administrative Services Director consistent with City practice:
“C. Prescribing and maintaining such forms and systems as are reasonably necessary to the operation of this chapter and the purchasing policy;” E. Section 2.72.070 Leasing of city property at the airport is hereby amended to read as follows to reflect the change in organization structure moving airport from public works to innovation & economic development by updating which division director is authorized to enter into specific leases at the airport:
Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 426
4 ORDINANCE NO. _____
“The Public Works Innovation & Economic Development Director is authorized to enter into and sign month-to-month aircraft tie-down and hangar lease agreements and five-year medium-term lease agreements with one five-year option for large hangars for and on behalf of the City, without prior approval of the City Council. The authority contained in this section may be delegated by the Public Works Innovation & Economic Development Director to the airport manager.”
F. The following sections in Chapter 5.50 Tobacco Retail Licensing are amended as follows to align language used with the language used by the United States Food and Drug Administration:
5.50.020 D. ““Electronic smoking device” means any device or delivery system that can be used to deliver nicotine in aerosolized or vaporized form to a person, as well as any component, part, or accessory for the device that is used during its operation. “Electronic smoking device” includes electronic cigarettes as defined in Section 30121 of the California Revenue and Taxation Code, and any other device manufactured, distributed, marketed, or sold as an electronic cigar, an electronic cigarillo, an electronic pipe, an electronic hookah, or any other product name or descriptor, that can be used to deliver nicotine in aerosolized or vaporized form to a person. “Electronic smoking device” does not include any product that has been approved authorized by the United States Food and Drug Administration for sale as a tobacco cessation product or for other therapeutic purposes where that product is marketed and sold solely for such approved authorized use.”
I. ““New FDA approved authorized tobacco product”
means a new tobacco product as defined in 21 U.S.C.
Section 387j(a)(1) of the Family Smoking Prevention and Tobacco Control Act of 2009 when that product requires
premarket review by the United States Food and Drug
Administration and that product has obtained a premarket review order under 21 U.S.C. Section 387j(c)(1)(A)(i), as those statutes may be amended from time to time.”
L. ““Tobacco product” means any product containing, made from, or derived from tobacco or nicotine that is intended for human consumption, whether smoked, heated, chewed,
absorbed, dissolved, inhaled, snorted, sniffed, or ingested by any other means, including, but not limited to, cigarettes, cigars, little cigars, chewing tobacco, pipe tobacco, snuff; any electronic smoking device; any electronic smoking device fluid; and any component, part, or accessory of a tobacco product, whether or not sold separately. "Tobacco product" Formatted: Font: Bold
Formatted: Font: Not Bold
Formatted: Font: Bold
Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 427
5 ORDINANCE NO. _____
does not include any product that has been approved
authorized by the United States Food and Drug Administration for sale as a tobacco cessation product or for other
therapeutic purposes where that product is marketed and sold solely for such approved authorized use. Examples of the products approved authorized by the United States Food and Drug Administration for the cessation of smoking include skin patches, lozenges, gum, and prescription medications. Also, "tobacco product" does not include any drugs, devices, or combination products authorized for sale by the United States Food and Drug Administration, as those terms are defined in the Federal Food, Drug and Cosmetic Act, provided the drug, device, or combination product is not otherwise prohibited by this chapter as a flavored tobacco product.”
5.50.100 B. “The sale, offer for sale, exchange, or offer to exchange of any electronic smoking device is prohibited, except where the electronic smoking device is a new FDA approved authorized tobacco product.”
5.50.100 “C. “The sale, offer for sale, exchange, or offer to exchange of any electronic smoking device fluid is prohibited, except where the electronic smoking device fluid is an new FDA approved authorized tobacco product that is not otherwise prohibited by this chapter as a flavored tobacco product.”
G. Subsection B of Section 11.08.070 Hangars is hereby amended to read as follows to align with the City’s payment processing technology policy, as updated from time to time:
“Hangar rent payments will only be accepted from the tenant whose name appears on the hangar lease agreement and shall be made by cash, check, cashier’s check, or money order, credit card, digital wallet, or other form of payment deemed acceptable by the Administrative Services Director.”
H. Section 15.14.160 CRC Section R403.1.3 amended – Footing and steam wall reinforcing in Seismic Design Categories D0, D1, D2 is amended to read as follows to correct typographical errors:
“R403.1.3 Seismic Reinforcing. Concrete footings located in Seismic Design Categories D0, 0D1 and 0D2, as established in Table R301.2, shall have minimum reinforcement of at least two continuous longitudinal reinforcing bars not smaller than No. 4 bars. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear from the bottom of the footing.
In Seismic Design Categories D0, D1 and D2 where a grouted masonry stem wall is supported on a concrete footing and stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center.
Formatted: Strikethrough
Formatted: Underline
Formatted: Strikethrough
Formatted: Underline
Formatted: Strikethrough
Formatted: Underline
Formatted: No underline
Formatted: Strikethrough
Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 428
6 ORDINANCE NO. _____
The vertical bar shall extend to 3 inches (76 mm) clear of the bottom of the footing and have a standard hook.
In Seismic Design Categories D0, D1 and D2 masonry stem walls without solid grout and vertical reinforcing are not permitted.” Section 5. Environmental. The passage of this ordinance is not a project according to the definition in the California Environmental Quality Act and, therefore, is not subject to the provisions requiring environmental review.
Section 6. Severability. If any part of this ordinance is declared invalid by a court, such invalidity shall not affect any of the remaining parts.
Section 7. Publication. This ordinance shall be published once in a newspaper of general circulation of the city of Livermore within fifteen days after its adoption.
Section 8. Effective date. This Ordinance shall take effect 30 days after its adoption.
The foregoing ordinance was introduced at the meeting of the City Council of the City of Livermore held on July 13, 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
The ordinance was adopted at the regular meeting of the City Council held on ______________________, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
________________________________
Mayor, City of Livermore
ATTEST: APPROVED AS TO FORM:
___________________________ /s/ Daniel R. Gonzales
Helena Graves Daniel R. Gonzales
Acting City Clerk Deputy City Attorney
Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 429
1 ORDINANCE NO. _____
IN THE CITY COUNCIL OF THE CITY OF LIVERMORE, CALIFORNIA
AN OMNIBUS ORDINANCE AMENDING THE LIVERMORE MUNICIPAL CODE TO
CORRECT GRAMMATICAL ERRORS, CLARIFY LANGUAGE, CONFORM CODES
TO ADMINISTRATIVE PRACTICES AND FACTS, AND TO MAKE OTHER
ADMINISTRATIVE, TECHNICAL, AND NON-SUBSTANTIVE AMENDMENTS
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LIVERMORE DOES ORDAIN AS FOLLOWS:
Section 1. Purpose. This omnibus ordinance amending the Livermore municipal code to correct grammatical errors, clarify language, conform codes to administrative practices and facts, and to make other administrative, technical, and non- substantive amendments.
Section 2. Instruction to Publisher. The code amendments made by this ordinance are reflected as follows: Deletions are reflected in this ordinance using a strikethrough, and new language is underlined. However, language with a strikethrough, and the underlines, will not be codified. The codification of this ordinance will only reflect the final language.
Section 3. Amendment – Municipal Code. The Livermore Municipal Code is hereby amended as follows:
A. Section 2.06.010 Regular meetings – When and where held is hereby amended to read as follows to correct the location of council meetings and make a grammatical change:
“All regular meetings of the City Council shall be held on the second and fourth Mondays of every month in the City Council cChambers located at 3575 Pacific Avenue 1016 S. Livermore Avenue, Livermore, California.” B. The following sections in Chapter 2.08 City Manager are amended as follows to replace gender specific references from “he” to “her” or “City Manager” and to clarify City Manager contract signing authority consistent with state law and City practice:
2.08.010 “The office of City Manager is created and established. The City Manager shall be appointed by the City Council wholly on the basis of his or her administrative and executive ability and qualifications, and shall hold office for and during the pleasure of the City Council.”
2.08.060 “The City Manager shall be the administrative head of the government of the City, under the direction and control of the City Council, except as otherwise provided in this code. He The City Manager shall be responsible for the efficient administration of all the affairs of the City which are under his Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 430
2 ORDINANCE NO. _____
or her control. In addition to his the City Manager’s general powers as administrative head, and not as a limitation
thereon, it shall be his or her duty and he or she shall have the power:
A. Enforcement of Laws. To enforce all laws and ordinances of the City, and to see that all franchises, contracts, permits and privileges granted by the City Council are faithfully observed;
B. Authority Over Employees. To control, order and give directions to all heads of departments and to subordinate officers and employees of the City under his or her jurisdiction, except the City Attorney and city treasurer, through their department heads;
C. Appointment and Removal of Officers and Employees. To appoint and, when necessary for the good of the service, remove any employee of the City, except the City Attorney, the City Attorney’s staff and the city treasurer;
D. Reorganization of Offices. To recommend to the City
Council such reorganization of offices, positions, departments or units under his or her direction, as may be indicated in the interest of efficient, effective and economical conduct of the City’s business;
E. Recommend Ordinances. To recommend to the City
Council for adoption such measures and ordinances as he or she deems necessary or expedient;
F. Attendance at Council Meetings. To attend all meetings of the City Council unless excused therefrom, except when his or her removal is under consideration;
G. Financial Reports. To keep the City Council at all times fully advised as to the financial conditions and needs of the City; H. Preparation of Budget. To prepare and submit the
proposed annual budget and the proposed annual salary plan to the City Council for its approval;
I. Purchase of Supplies. To purchase all supplies for all of the departments or divisions of the City. No expenditures shall be submitted or recommended to the City Council except on
report and approval of the City Manager;
J. Investigation of City Affairs. To make investigations into the affairs of the City and any department or division thereof, and Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 431
3 ORDINANCE NO. _____
any contract, or the proper performance of any obligations of the City;
K. Investigate Complaints Concerning Public Utilities,
Franchises. To investigate all complaints in relation to matters concerning the administration of the City government, and in regard to the service maintained by public utilities in the City, and to see that all franchises and permits granted by the City are faithfully performed and observed;
L. Supervision of Public Buildings and Parks. To exercise general supervision over all public buildings, public parks, and all other public property which is under the control and jurisdiction of the City Council;
M. Hours of Employment. To devote his or her entire time to the duties of his or her office in the interests of the City; N. Execute Specified Documents. To execute any document specified in Government Code Section 40602 whenever the City Council has delegated such authority by resolution, motion, minute order, or other appropriate council action. The authority granted by this section is in addition to and not a limitation on authority granted by other provisions of this code and City ordinances.
N O. Additional Duties. To perform such other duties and exercise such other powers as may be delegated to him or her from time to time by ordinance or resolution or other action of the City Council.”
C. Subsection 6 of Subsection H of Section 2.28.020 Powers and duties is hereby amended to read as follows to clarify duties of the administrative services department consistent with City practice:
“Prescribe and maintain forms and systems necessary to the operation of Chapter 2.68 LMC and other rules and regulations; and”
D. Subsection C of Section 2.68.140 Purchasing oversight is hereby amended to read as follows to clarify duties of the Administrative Services Director consistent with City practice:
“C. Prescribing and maintaining such forms and systems as are reasonably necessary to the operation of this chapter and the purchasing policy;” E. Section 2.72.070 Leasing of city property at the airport is hereby amended to read as follows to reflect the change in organization structure moving airport from public works to innovation & economic development by updating which division director is authorized to enter into specific leases at the airport:
Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 432
4 ORDINANCE NO. _____
“The Public Works Innovation & Economic Development Director is authorized to enter into and sign month-to-month aircraft tie-down and hangar lease agreements and five-year medium-term lease agreements with one five-year option for large hangars for and on behalf of the City, without prior approval of the City Council. The authority contained in this section may be delegated by the Public Works Innovation & Economic Development Director to the airport manager.”
F
. The following sections in Chapter 5.50 Tobacco Retail Licensing are amended as follows to align language used with the language used by the United States Food and Drug Administration:
5.50.020 D. “ “Electronic smoking device” means any device or delivery system that can be used to deliver nicotine in aerosolized or vaporized form to a person, as well as any component, part, or accessory for the device that is used during its operation. “Electronic smoking device” includes electronic cigarettes as defined in Section 30121 of the California Revenue and Taxation Code, and any other device manufactured, distributed, marketed, or sold as an electronic cigar, an electronic cigarillo, an electronic pipe, an electronic hookah, or any other product name or descriptor, that can be used to deliver nicotine in aerosolized or vaporized form to a person. “Electronic smoking device” does not include any product that has been approved authorized by the United States Food and Drug Administration for sale as a tobacco cessation product or for other therapeutic purposes where that product is marketed and sold solely for such approved authorized use.”
I
. ““New FDA approved authorized tobacco product”
means a new tobacco product as defined in 21 U.S.C.
Section 387j(a)(1) of the Family Smoking Prevention and Tobacco Control Act of 2009 when that product requires
premarket review by the United States Food and Drug
Administration and that product has obtained a premarket review order under 21 U.S.C. Section 387j(c)(1)(A)(i), as those statutes may be amended from time to time.”
L. ““Tobacco product” means any product containing, made from, or derived from tobacco or nicotine that is intended for human consumption, whether smoked, heated, chewed,
absorbed, dissolved, inhaled, snorted, sniffed, or ingested by any other means, including, but not limited to, cigarettes, cigars, little cigars, chewing tobacco, pipe tobacco, snuff; any electronic smoking device; any electronic smoking device fluid; and any component, part, or accessory of a tobacco product, whether or not sold separately. "Tobacco product" Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 433
5 ORDINANCE NO. _____
does not include any product that has been approved
authorized by the United States Food and Drug Administration for sale as a tobacco cessation product or for other
therapeutic purposes where that product is marketed and sold solely for such approved authorized use. Examples of the products approved authorized by the United States Food and Drug Administration for the cessation of smoking include skin patches, lozenges, gum, and prescription medications. Also, "tobacco product" does not include any drugs, devices, or combination products authorized for sale by the United States Food and Drug Administration, as those terms are defined in the Federal Food, Drug and Cosmetic Act, provided the drug, device, or combination product is not otherwise prohibited by this chapter as a flavored tobacco product.”
5.50.100 B. “The sale, offer for sale, exchange, or offer to exchange of any electronic smoking device is prohibited, except where the electronic smoking device is a new FDA approved authorized tobacco product.”
C. “The sale, offer for sale, exchange, or offer to exchange of any electronic smoking device fluid is prohibited, except where the electronic smoking device fluid is an new FDA approved authorized tobacco product that is not otherwise prohibited by this chapter as a flavored tobacco product.” G. Subsection B of Section 11.08.070 Hangars is hereby amended to read as follows to align with the City’s payment processing technology policy, as updated from time to time:
“Hangar rent payments will only be accepted from the tenant whose name appears on the hangar lease agreement and shall be made by cash, check, cashier’s check, or money order, credit card, digital wallet, or other form of payment deemed acceptable by the Administrative Services Director.” H. Section 15.14.160 CRC Section R403.1.3 amended – Footing and steam wall reinforcing in Seismic Design Categories D0, D1, D2 is amended to read as follows to correct typographical errors:
“R403.1.3 Seismic Reinforcing. Concrete footings located in Seismic Design Categories D0, 0D1 and 0D2, as established in Table R301.2, shall have minimum reinforcement of at least two continuous longitudinal reinforcing bars not smaller than No. 4 bars. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear from the bottom of the footing.
In Seismic Design Categories D0, D1 and D2 where a grouted masonry stem wall is supported on a concrete footing and stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) on center.
Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 434
6 ORDINANCE NO. _____
The vertical bar shall extend to 3 inches (76 mm) clear of the bottom of the footing and have a standard hook.
In Seismic Design Categories D0, D1 and D2 masonry stem walls without solid grout and vertical reinforcing are not permitted.” Section 5. Environmental. The passage of this ordinance is not a project according to the definition in the California Environmental Quality Act and, therefore, is not subject to the provisions requiring environmental review.
Section 6. Severability. If any part of this ordinance is declared invalid by a court, such invalidity shall not affect any of the remaining parts.
Section 7. Publication. This ordinance shall be published once in a newspaper of general circulation of the city of Livermore within fifteen days after its adoption.
Section 8. Effective date. This Ordinance shall take effect 30 days after its adoption.
The foregoing ordinance was introduced at the meeting of the City Council of the City of Livermore held on July 13, 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
The ordinance was adopted at the regular meeting of the City Council held on ______________________, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
________________________________
Mayor, City of Livermore
ATTEST: APPROVED AS TO FORM:
___________________________ /s/ Daniel R. Gonzales
Helena Graves Daniel R. Gonzales
Acting City Clerk Deputy City Attorney
Item 6.2
Supplemental Memo, Updated Omnibus Ordinance & Redlined 435
1 v
Gillig Campus Expansion and
Authorization to Negotiate
City Council Meeting
7/13/26
Jake Potter – Economic Development Manager
Background
• Gillig
• Bus manufacturer
• ~40 acres
• ~600,000 sf
• Top tax generator
Isabel Ave.
Jack London Blvd.
1 2
Item 7.1
PowerPoint Presentation
436
2 Background
• Gillig
• Bus manufacturer
• ~40 acres
• ~600,000 sf
• Top tax generator
• Campus Expansion
• ~17 acres
• Office: 80,000 – 110,000 sf
• Warehouse: ~80,000 sf
• Future private ZEV
infrastructure
• ~$450,000 annual tax revenue
• ~240 new jobs
• Requested Street Privatization
Isabel Ave.
Jack London Blvd
Discovery Dr .
Development Agreement
• Process and Findings
• Gillig application submittal complete
• Would establish deal framework
• Required Steps:
• Council authorization to negotiate
• Planning Commission Recommendation
• Final Adoption Hearing
• Requires findings of GP consistency and public benefit 3 4
Item 7.1
PowerPoint Presentation
437
3 Development Agreement
• Authorization to Negotiate
• Begins formal Development Agreement process
• Areas of negotiation include:
• Street closure and reversion;
• Campus expansion and relocation of Gillig operations to Livermore;
• Right-of-way dedication and trail construction
• Does not approve DA or campus expansion
Next Steps
Jul 13th Aug Sep Oct Nov Jan ‘27
Authorization to
negotiate
Public
Engagement
General Vacation
Protest Hearing
Planning
Commission
Consideration
City Council final
adoption hearings
Land Use
Entitlements
5 6
Item 7.1
PowerPoint Presentation
438
4 Recommendation
Authorization of Development Agreement negotiation is not a project under CEQA Section 21065.
Staff recommends the City Council adopt a Resolution authorizing staff to negotiate a Development Agreement with Gillig that includes the following principal terms:
1. Street closure and reversion;
2. Campus expansion and relocation of Gillig operations to Livermore; and
3. Right-of-way dedication and trail construction.
7 Item 7.1
PowerPoint Presentation
439
Date: July 8, 2026
To: Honorable Mayor and City Council
From: Kristen Hilton, Acting Administrative Service Director Subject: Supplemental Information for Council Item 8.1 - Resolution approving the Executive Management, Management Confidential, and Confidential Compensation Plan effective July 1, 2025.
Following publication of this agenda item, staff identified the following revisions to Exhibit A:
1. The cover page of Exhibit A was inadvertently omitted from the published agenda packet and has been included with this supplemental memorandum.
2. A sentence has been added to 2(c) to provide additional clarification.
3. Attachment A, which identifies the employee classifications covered by the plan, was inadvertently omitted from the published agenda packets and has been included with this supplemental memorandum.
All other items remain as published.
ATTACHMENTS
1. Exhibit A – Compensation Plan - Redlined
2. Exhibit A – Compensation Plan
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
440
Executive Management,
Management Confidential, and
Confidential Employee
Compensation Plan
Effective: July 1, 2025
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
441
1 1. INTRODUCTION
a. PURPOSE
This Compensation Plan (“Plan”) establishes
the salaries, benefits, and other terms and
conditions of employment for executive management, management confidential, and confidential employees of the City of Livermore.
b. AUTHORITY
This Plan is adopted by resolution of the City Council and shall remain in effect until amended or repealed by the City Council. The City Manager or their designee is authorized to administer, implement, and interpret the provisions of this Plan. c. SCOPE
The provisions of this Plan apply to all positions designated as executive management, management confidential, or confidential as identified in attachment A. Employees covered by this Plan are not represented by a recognized employee organization.
2. SALARIES AND OTHER COMPENSATION
a. SALARIES
i. Management Confidential and Confidential Employees
Salary incr
eases for classifications designated as management confidential and confidential shall be consistent with those provided to the Livermore Management Group (LMG) and shall be implemented on the same effective dates as LMG.
• Effective for the pay period beginning July 14, 2025, salaries for management confidential and confidential employees will reflect an increase of five percent (5%).
• Subsequent years will include the following increases to base salary:
o Effective July 13, 2026 – 3%
o Effective July 12, 2027 – 3%
o Effective July 10, 2028 – 3%
• In recognition of rising medical costs, the City will increase base salaries as follows:
o Effective July 14, 2025 – 1%
o Effective July 13, 2026 – 1%
ii. Executive Management Employees
Salary increases for classifications designated as executive management shall be consistent with those provided to LMG; however, such increases shall be effective the second pay period in November, unless otherwise approved by the City Council.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
442
2 • Effective for the pay period beginning November 17, 2025, salaries for executive management classifications will reflect an increase of five percent (5%).
• Subsequent years will include the following increases to base salary:
o Effective November 16, 2026 – 3%
o Effective November 15, 2027 – 3%
o Effective November 13, 2028 – 3%
• In recognition of rising medical costs, the City will increase base salaries as follows:
o Effective November 17, 2025 – 1%
o Effective November 16, 2026 – 1%
iii. Police Chief
The Police Chief shall receive salary increases consistent with those provided to the Police Management Unit and shall be eligible for medical benefits consistent with those provided to executive management employees. Additional benefits specific to the Police Chief are identified only where expressly noted in this Plan. • Effective July 14, 2025, the salary for the Police Chief will reflect an increase of five percent (5%) and an internal equity adjustment of five percent (5%).
• Subsequent years will include the following increases to base salary:
o Effective July 13, 2026 – 3%
o Effective July 12, 2027 – 3%
o Effective July 10, 2028 – 3%
• Subsequent years will include the following internal equity adjustments:
o Effective July 13, 2026 – 2%
o Effective July 12, 2027 – 1%
• In recognition of rising medical costs, the City will increase the Police Chief’s base salary as follows:
o Effective July 14, 2025 – 1%
o Effective July 13, 2026 – 1%
b. OVERTIME COMPENSATION
For classifications deemed to be FLSA non-exempt employees, overtime will be paid in accordance with the Fair Labor Standards Act (FLSA).
c. SUPERVISORY DIFFERENTIAL PAY
It shall be the policy of the City to recognize supervisory responsibilities of management employees by providing a differential in base salary between the supervising management employee and the subordinate employee(s). The amount of differential Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
443
3 shall be based on the actual dollars of the subordinate employee's base salary, not on salary ranges. The minimum amount of differential to be paid to the management employee shall be:
• 10% above a non-management subordinate
• 7.5% above a management subordinate
Procedures and Conditions
The differential shall apply only when there is a direct and immediate departmental supervisory relationship. The City Manager shall be the final decision maker of the supervisory relationship involving a department head. For all determinations within a department not involving a department head, the department head shall make a recommendation to the City Manager of the nature of the supervisory relationship and the City Manager shall be the final decision maker of the supervisory relationship.
Approval
Differential adjustments shall not be made without the City Manager’s approval.
Determination of Amount
The amount of differential shall be based on the actual dollars of the subordinate employee’s base salary, not on the salary range.
Effective Date of Adjustment
The differential adjustment in the supervisor’s salary shall be effective on the first day of the pay period concurrent with or immediately following the effective date of the subordinate employee’s increase in base salary.
Multiple Position Supervisory Classification
If a supervisory classification has more than one allocated position and more than one rate of base salary for incumbent employees due to time in class or other reason, the supervisory differential adjustment shall be determined solely on the basis of the individual difference between subordinate and supervisor base salaries meaning that each supervisor’s differential shall be calculated independently based on their own base salary and that of their subordinates.
T
emporary Assignments
Temporary or acting assignments will be considered as separate actions and shall not be cause for differential adjustments based upon supervisor relationships.
Probationary Employee
Probationary status shall not disqualify an otherwise eligible employee from receiving the supervisory differential.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
444
4 d. ACTING PAY
An employee assigned to perform substantially the duties of a higher job classification as determined by the department head (or the City Manager, in the absence of the department head) for at least five (5) consecutive workdays, shall receive acting pay.
An employee shall be paid the starting rate of the salary established for the salary range of the temporary assignment. An exception to this will be made if this salary rate is less than 5% over the employee's current base salary rate. In that circumstance, the employee will receive the amount within the range that represents a 5% increase over the employee's current base salary rate.
An employee whose acting assignment is expected to exceed 30 calendar days, due to a vacancy or coverage for an extended leave of absence, and whose assignment includes a high degree of complexity and/or increased level of supervisory responsibilities, as determined by the department head, may be eligible to receive up to
7.5% over the employee's base salary, subject to the approval of the Administrative Services Director.
If the acting assignment requires supervision, the employee will receive no less than
2.5% over the highest compensated employee supervised. In no event shall the rate exceed the top of the range of the assigned classification.
If an employee is assigned to an acting assignment for 12 months, the department head or City Manager may provide an additional increase of up to 7% or the maximum of the range, whichever is less.
e. SPECIAL PROJECTS PAY
Eligibility. An employee assigned to perform management duties by the department head to facilitate the completion of a project requiring skills and knowledge greater than those of the employee’s normal duties for a period of at least 30 calendar days, shall receive Special Projects Pay.
Rate of Pay. An employee who qualifies for Special Project Pay described in “Eligibility” shall be paid 5%-7% over the employee’s current salary as determined by the City Manager. An exception will be made if the project includes full supervision of other employees. In such a situation, the employee will be paid the 5%-7%, referenced above plus an additional percentage as necessary to ensure that the Special Projects Pay reflects a differential of 2.5% over the highest compensated position supervised. In an employee performs in a special project assignment for 12 months, the City Manager Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
445
5 may provide an additional increase of up to 7% effective the beginning of the 13th month.
f. BILINGUAL PAY
Employees who utilize a qualifying language in the performance of their assigned duties, demonstrate competency through testing, are certified by their department head, and approved by the Administrative Services Director, shall receive bilingual pay of sixty dollars ($60.00) per pay period. Bilingual pay shall commence with the first pay period following certification and shall continue for as long as the employee remains certified.
Bilingual pay shall apply to the following languages: Spanish, Vietnamese, Arabic, Farsi, Mandarin, Cantonese, Cambodian, Sign Language, and other languages as determined by the Administrative Services Director.
Employees receiving bilingual pay shall be subject to periodic recertification through the City’s current procedure, as a condition of continued eligibility. g. TUITION REIMBURSMENT
Employees are eligible to participate in the tuition reimbursement plan detailed in Administrative Regulation #14. Reimbursement shall be paid at a rate of 75% of verified costs for books and tuition with a limit of $4000/fiscal year for undergraduate program, maximum lifetime of $16,000 and $5000/fiscal year for a graduate program with a maximum lifetime of $10,000.
h. LICENSES AND CERTIFICATIONS
Licenses and Certifications: The City will reimburse employees for the cost of state or other licensing or certification when such licensing or certification is verified by the department head as a requirement for the job. If an employee fails a test required to gain certification, the City will not pay for costs associated specifically with the retesting portion of the certification fee. Should an employee leave the employment of the City of Livermore, he/she shall proportionately reimburse the City for any time remaining in the certification period.
Regulations and procedures covering course work for certifications are covered in the Administrative Regulation #14, “Tuition Reimbursement” except as follows - reimbursement for course work required to maintain a required license or certification will be made at the rate of 100% upon verification by the department head that the course work is required to maintain certification.
Professional Memberships: Professional memberships required as part of the employee’s professional licensure or certification as verified by the department head Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
446
6 shall be reimbursed at 100%. City reimbursement for professional memberships not so required will be considered as part of the budgetary process, subject to the City Manager’s determination.
i. DEFFERED COMPENSATION
i. Deferred Compensation 457 Plan
Employees shall be able to participate in the deferred compensation program that the City may establish, administer, revise, sponsor, or make available to eligible employees. The City will contribute $185 per pay period with a required matching employee contribution of $75 per pay period.
ii. Defined Contribution 401(a) - Executive Management Employees Only Participation in the City’s defined contribution plan is voluntary. The City shall not make employer contributions to this plan. Eligible employees must enroll within sixty (60) days of hire to participate.
Enrollment in the Plan requires an irrevocable election, in accordance with applicable law, to participate in one of the following, subject to applicable Internal Revenue Service (IRS) limits:
• Pre-Tax Salary Contribution: A contribution of zero percent (0%) to fifteen percent (15%) of base salary on a pre-tax basis; and/or •
Leave Conversion Contribution: A contribution of eligible leave balances, including vacation and administrative leave, once a year; and/or • Vacation upon Separation: An irrevocable election for final pay contribution of accrued vacation leave only.
j. HEALTH CLUB REIMBURSEMENT
i. Management Confidential and Confidential Employees
The City shall reimburse employees for the cost of monthly dues charged by a health or fitness club of the employee’s choice, as approved by the City Manager.
Reimbursement shall not exceed one hundred dollars ($100) per month.
A health and fitness club includes exercise facilities, yoga studios, aerobic training facilities, monthly subscriptions to virtual online fitness classes and programs, martial arts studios, and similar establishments. Excluded from reimbursement are country club memberships, golf course memberships, food- based subscriptions, and other similar recreational facilities.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
447
7 The determination of the Administrative Services Director regarding eligibility for reimbursement under this section shall be final and not subject to appeal. ii. Executive Management Employees
Executive management employees shall be eligible for health club reimbursement in accordance with subsection (i); however, the reimbursement amount shall not exceed one hundred twenty-five dollars ($125) per month. k. CELL PHONE
i. Management Confidential and Confidential Employees
Eligibility for cell phone allowance shall be determined in accordance with Administrative Regulation #36.
ii. Executive Management Employees
Executive management employees shall receive a cell phone allowance of ninety dollars ($90) per month.
l. CAR ALLOWANCE - EXECUTIVE MANAGEMENT ONLY
Executive management employees (excluding the Police Chief) shall receive a car allowance of three hundred and fifty dollars ($350) per month effective July 13, 2026.
The Police Chief shall be assigned a City take-home vehicle in lieu of a call allowance. m. SEVERANCE PAY – EXECUTIVE MANAGEMENT ONLY
Executive management employees shall be eligible for severance pay equal to three (3) months of salary and benefits upon termination for reasons other than cause. n. UNIFORM ALLOWANCE – POLICE CHIEF ONLY
The Police Chief shall be eligible for a uniform allowance consistent with that provided to the Police Management Association (PMA). The uniform allowance shall be one thousand three hundred dollars ($1,300) annually and shall be paid in equal amounts for each pay period as earned.
o. POST PAY – POLICE CHIEF ONLY
The Police Chief shall be eligible for POST certification pay consistent with that provided to the Police Management Association (PMA).
• Effective July 14, 2025, a Police Chief who possesses a Regular Management Certificate issued by the California Commission on Peace Officer Standards and Training (POST) shall receive one thousand four hundred fifty dollars ($1450) per month.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
448
8 o Effective July 13, 2026, the monthly POST certification amount will increase to $1950/month.
• Effective July 14, 2025, a Police Chief who possesses a Regular Management Certificate issued by the California Commission on Peace Officer Standards and Training (POST) and who possesses a master’s degree issued by an accredited college or university or has successfully completed the State of California Commission on Peace Officer Standards and Training Law Enforcement Command College program or the Federal Bureau of Investigation National Academy Training Program shall receive one thousand five hundred dollars ($1500) per month.
o Effective July 13, 2026, the monthly POST certification amount will increase to $2000/month.
p. Compensation Review
The City is committed to providing a compensation program that supports the recruitment and retention of a qualified workforce. Compensation shall be established and maintained in a manner that is competitive with the external labor market, internally equitable, and fiscally responsible, and as guided by the City’s Compensation Policy.
The City strives to conduct periodic compensation studies of benchmark classifications to assess market competitiveness, in accordance with the City’s Compensation Policy.
The City aims to conduct such studies on an approximate five (5) year cycle, subject to available resources and organizational priorities.
3. LEAVES
a. VACATION
Full-time employees shall accrue vacation as follows:
Years of Service Accrual Rate Per Pay
Period
Accrual Rate Per Pay
Year
1 3.10 80.6
2 - 5 4.62 120.12
6-10 5.23 135.98
11-15 6.19 160.94
16-19 6.93 180.18
20+ 7.40 192.4
*Probationary employees must satisfactorily complete their probationary period before being advanced to the second-year accrual rate.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
449
9 Vacation Accumulation
Management Confidential and Confidential employees may accumulate up to three hundred seventy-five (375) hours of vacation. Executive Management employees may accumulate up to four hundred (400) hours of vacation.
Vacation accrual shall cease upon reaching the applicable maximum and shall resume once the employee’s balance falls below the applicable cap. Employees are responsible for monitoring their vacation balances.
Vacation Cash Out
Employees may cash out up to eighty-five (85) hours of vacation semi-annually in June and December, provided a minimum balance of forty (40) hours is maintained at the time of cash out. The City Manager may suspend this provision in the event of a demonstrated fiscal crisis.
Employees must make an irrevocable election during the month of December to participate in vacation cash out for the following calendar year. Failure to submit an election shall be deemed a waiver of participation for that year.
Employees are responsible for ensuring sufficient vacation hours are available at the time of cash out. If sufficient hours are not available, the employee shall receive only the available balance, if any.
b. SICK LEAVE
Sick leave shall accrue at the rate of 3.7 hours per pay period. Employees may accumulate sick leave without limit.
Sick leave may be used in accordance with the City’s Personnel Rules.
Upon retirement, unused sick leave may be converted to CalPERS service credit in accordance with applicable law.
c. ADMINISTRATIVE LEAVE
i. Management Confidential
Each payroll year, in recognition of the expectation that management employees work the hours necessary to fulfill the duties and responsibilities of their positions, eighty (80) hours of administrative leave shall be granted. ii. Executive Management
Each payroll year, executive management employees shall be granted administrative leave as follows:
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
450
10 • One hundred twelve (112) hours: Administrative Services Director; Assistant City Manager, Community Development Director; Innovation and Economic Development Director; Library Services Director; Police Chief; Public Works Director.
• Ninety-six (96) hours: Deputy City Manager; Deputy City Manager/City Clerk.
Administrative leave must be used within the calendar year in which it is granted and shall not be carried over. For new employees, administrative leave shall be prorated based on the employee’s date of hire and on the number of full months remaining in the calendar year.
d. PERSONAL LEAVE
i. Confidential Employees
Confidential employees shall be eligible for sixteen (16) hours of personal leave per year. Employees shall receive an additional eight (8) hours of personal leave every five (5) years of service, up to a maximum of forty (40) hours per year.
Employees must complete six (6) months of service prior to becoming eligible for personal leave. Personal leave must be used within the calendar year in which it is granted and shall not be carried over.
e. PARENTAL LEAVE
Any employee who becomes a parent through birth, adoption, or foster care placement may use up to four (4) regularly scheduled workdays of sick leave to be with the child.
Such leave shall be in addition to, and may be used in conjunction with, leave provided under the City’s Personnel Rules and Regulations.
Use of this leave shall run concurrently with any applicable leave under the Family and Medical Leave Act (FMLA) and the California Family Rights Act (CFRA), as applicable. f. BEREAVEMENT LEAVE
In the event of a death in the immediate family of an employee, the employee shall, upon request, be granted time off, not to exceed the equivalent of three (3) regularly scheduled workdays for full-time employees. The immediate family shall be defined as any of the following of the employee, the employee's spouse, or the employee's domestic partner:
• Spouse or registered domestic partner
• Child(ren)
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
451
11 • Parents
• Siblings
• Grandparents
• Grandchildren
• A relative residing in the employee's home or dependent upon the employee for full support.
In the event of the death of an employee's non-immediate family, an employee may use up to the equivalent of three (3) regularly scheduled workdays of accumulated sick leave. The non-immediate family shall be defined as any of the following of the employee, the employee's spouse, or the employee's registered domestic partner:
• Aunt or Uncle
Employees may supplement the paid bereavement leave in paragraph (a) with accrued leave (including vacation, administrative leave, or sick leave) to reach a total of five (5) workdays of time off per incident of bereavement. Employees may schedule additional time off, as needed, using accrued vacation or administrative leave with the approval of their supervisor.
g. HOLIDAYS
Holiday provisions shall be governed by the City of Livermore Personnel Rules and Regulations.
City offices shall be closed in observance of the following holidays, except for departments requiring alternative hours of operation:
(1) New Year's Day
(2) Martin Luther King, Jr. Day (third Monday of January) (3) President's Day (third Monday of February)
(4) Memorial Day (last Monday of May)
(5) Independence Day
(6) Labor Day (first Monday of September)
(7) Veteran's Day
(8) Thanksgiving Day
(9) Day after Thanksgiving Day
(10) December Twenty-fourth (24th)
(11) December Twenty-fifth (25th)
(12) December Thirty-first (31st)
Employees must be in a paid status on the workday immediately preceding and following a holiday to be eligible for holiday pay.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
452
12 i. Executive Management and Management Confidential
Employees shall be eligible to take authorized holidays off with pay or receive an in-lieu day off with pay when required to work, as approved in advance by the Department Head.
ii. Confidential Employees
Employees shall be eligible to take authorized holidays off with pay. If a holiday falls on an employee’s regularly scheduled day off, the employee shall receive an in-lieu day off, not to exceed eight (8) hours of pay, in the same or next pay period.
4. INSURANCES AND HEALTH CARE
a. HEALTH CARE BENEFITS
The City shall provide a monthly contribution toward health, dental, and vision premiums in the amount of one thousand nine hundred fifty dollars ($1,950) per eligible employee.
This amount shall be prorated for employees scheduled to work less than full-time.
Any unused portion of the City’
s contribution shall be paid to the employee as taxable income.
b. LIFE INSURANCE
i. Management Confidential and Confidential Employees
Eligible employees shall receive basic life insurance coverage in the amount of one hundred fifty thousand dollars ($150,000), and dependent life insurance coverage in the amount of one thousand dollars ($1,000), under the City’s Life Insurance Program. The City shall pay the full cost of this coverage. Eligible employees may purchase additional or supplemental life insurance coverage at their own expense.
ii. Executive Management Employees
Eligible executive management employees shall receive basic term life insurance coverage in the amount of one hundred seventy-five thousand dollars ($175,000), and dependent life insurance coverage in the amount of one thousand dollars ($1,000), under the City’s Life Insurance Program. The City shall pay the full cost of this coverage. Eligible employees may purchase additional or supplemental life insurance coverage at their own expense.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
453
13 c. LONG TERM DISABI LITY INSURANCE (LTD)
The City shall provide a Long-Term Disability Insurance program and shall pay the full cost of premiums. The plan shall provide a monthly benefit equal to sixty percent (60%) of base monthly earnings, up to a maximum benefit of six thousand dollars ($6,000) per month.
d. RETIREE HEALTH BENEFIT
Eligibility
i. Executive management, management confidential, and confidential employees who currently qualify for a retiree health benefit will have their retiree health benefit calculated based on the following table:
CALPERS Years of Service City’s Contribution
10 $1,462.50
15 $1,560.00
20 $1,755.00
25+ $1,950.00
Benefit
The reimbursement amount shall be limited to the actual cost of medical insurance for the retiree and eligible dependents and shall not exceed the maximum amount for which the retiree qualifies based on years of service.
Upon the retiree's eligibility for Medicare, the City will reimburse an amount including the cost of Medicare Parts A and B, if the employee is required to obtain such parts to secure medical coverage. The total amount of the reimbursement will not exceed the retiree’s maximum benefit amount.
The employee must have retired within 120 days of their last day of employment with the City of Livermore. If both husband and wife are in the same bargaining unit and both eligible for the retiree health benefit, both must be retired before they would be eligible for the retiree health benefit. The 120 day retirement requirement will apply when the second spouse retires. When both are retired, each will be eligible for the benefit amount. If the retirees divorce, each will continue to receive a benefit.
The employee must have obtained a minimum of ten (10) years of service credit working for a CalPERS covered employer, which includes a minimum of five (5) years of full-time employment or equivalent with the City of Livermore. The total years of service working for a CalPERS covered employer will be validated by PERS and/or the employee's former employers at the time of retirement.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
454
14 A surviving spouse of a deceased retiree will be eligible to receive reimbursement in an amount equal to 50% of the reimbursement amount in effect at the time of death of the retiree. The surviving spouse must have been married to the retiree at the time of retirement. Eligibility for this benefit will cease upon remarriage or death of the spouse. e. RETIREE HEALTH SAVINGS (RHS)
i. Management Confidential and Confidential Employees
Employees hired into Management Confidential or Confidential positions on or after February 1, 2006, or elected to opt out of the Retiree Health Benefit, shall be enrolled in a Retirement Health Savings (RHS) plan administered by a third- party administrator selected by the City. The City shall contribute four percent (4%) of the employee’s base salary to the employee’s RHS account. ii. Executive Management Employees
Employees hired into Executive Management positions on or after August 1, 2014, shall be enrolled in the RHS plan. The City shall contribute four percent (4%) of the employee’s base salary to the employee’s RHS account.
5. RETIREMENT
The City of Livermore participates in the California Public Employees’ Retirement System (CalPERS) for employee retirement benefits.
i. Executive Management (minus Police Chief), Management Confidential, and Confidential Employees
Employees hired prior to December 30, 2012 are enrolled in the 2.7% @ 55 formula with a one-year final compensation and shall pay the full eight percent (8%) employee contribution.
New employees are enrolled in the 2% @ 60 or 2% @ 62 formula depending on eligibility, as per AB 340.
Effective December 30, 2012, newly hired employees who qualify as classic CalPERS members, shall be covered by the 2% at 60 retirement formula with three-year final compensation and shall pay the full seven percent (7%) employee contribution.
Effective January 1, 2013. employees who are new members to CalPERS, as defined by the Public Employees’ Pension Reform Act (PEPRA), shall be covered by the 2% at 62 retirement formula with three-year final compensation. Such employees shall pay the employee contribution required under PEPRA, which is Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
455
15 currently seven and a half percent (7.5%) which is equal to fifty percent (50%) of the normal cost of the plan.
The following benefits shall apply to all CalPERS tiers: sick leave credit, Fourth Level 1959 Survivor Benefit, and military service credit.
ii. Police Chief
Employees hired prior to December 30, 2012 are enrolled in the 3% @ 50 formula with a one-year final compensation and shall pay the full nine percent (9%) employee contribution.
New employees are enrolled in the 3% @ 55 or 2.7% @ 57 formula depending on eligibility, as per AB 340.
Effective December 30, 2012, newly hired employees who qualify as classic CalPERS members, shall be covered by the 3% at 55 retirement formula with three-year final compensation and shall pay the nine percent (9%) employee contribution.
Effective January 1, 2013. employees who are new members to CalPERS, as defined by the Public Employees’ Pension Reform Act (PEPRA), shall be covered by the 2.7% at 57 retirement formula with three-year final compensation. Such employees shall pay the employee contribution required under PEPRA, which is currently thirteen and three quarters percent (13.75%) which is equal to fifty percent (50%) of the normal cost of the plan.
The following benefits shall apply to all CalPERS tiers: sick leave credit, Fourth Level 1959 Survivor Benefit, and military service credit.
6. PART-TIME EMPLOYEES
Part-time employees shall be eligible for benefits provided under this Plan on a prorated basis, based on their status as a three-quarter or half time budget allocation.
7. MISCELLANEOUS
The City of Livermore Personnel Rules and Regulations and policies established by the City Manager will govern all working conditions not addressed in this plan.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
456
16 Attachment A
Executive Management
1235 Polic
e Chief
1200 Assistant City Manager
1220 Community Development Director
1215 Administrative Services Director
1240 Public Works Director
1225 Innovation & Economic Development Director
1230 Library Services Director
1205 Deputy City Manager
1210 Deputy City Manager/City Clerk
Management Confidential
2405
Assistant Administrative Services Director
2440 Assistant City Attorney, Senior
2442 Assistant City Attorney
2400 Assistant to the City Manager
2444 Deputy City Attorney
2420 Human Resources Manager
2450 Human Resources Analyst, Senior
2411 Human Resources Analyst II
2410 Human Resources Analyst I
2460 Management Analyst, Senior
2431 Management Analyst II
2430 Management Analyst I
2465 Risk Manager
Confidential
2600 Administrative
Receptionist
2610 Administrative Specialist I
2611 Administrative Specialist II
2620 Executive Assistant
2630 Human Resources Clerk I
2631 Human Resources Clerk II
2640 Human Resources Technician
2650 Law Office Supervisor
2660 Legal Assistant
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
457
Executive Management,
Management Confidential, and
Confidential Employee
Compensation Plan
Effective: July 1, 2025
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
458
1 1. INTRODUCTION
a. PURPOSE
This Compensation Plan (“Plan”) establishes
the salaries, benefits, and other terms and
conditions of employment for executive management, management confidential, and confidential employees of the City of Livermore.
b. AUTHORITY
This Plan is adopted by resolution of the City Council and shall remain in effect until amended or repealed by the City Council. The City Manager or their designee is authorized to administer, implement, and interpret the provisions of this Plan. c. SCOPE
The provisions of this Plan apply to all positions designated as executive management, management confidential, or confidential as identified in attachment A. Employees covered by this Plan are not represented by a recognized employee organization.
2. SALARIES AND OTHER COMPENSATION
a. SALARIES
i. Management Confidential and Confidential Employees
Salary incr
eases for classifications designated as management confidential and confidential shall be consistent with those provided to the Livermore Management Group (LMG) and shall be implemented on the same effective dates as LMG.
• Effective for the pay period beginning July 14, 2025, salaries for management confidential and confidential employees will reflect an increase of five percent (5%).
• Subsequent years will include the following increases to base salary:
o Effective July 13, 2026 – 3%
o Effective July 12, 2027 – 3%
o Effective July 10, 2028 – 3%
• In recognition of rising medical costs, the City will increase base salaries as follows:
o Effective July 14, 2025 – 1%
o Effective July 13, 2026 – 1%
ii. Executive Management Employees
Salary increases for classifications designated as executive management shall be consistent with those provided to LMG; however, such increases shall be effective the second pay period in November, unless otherwise approved by the City Council.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
459
2 • Effective for the pay period beginnin g November 17, 2025, salaries for executive management classifications will reflect an increase of five percent (5%).
• Subsequent years will include the following increases to base salary:
o Effective November 16, 2026 – 3%
o Effective November 15, 2027 – 3%
o Effective November 13, 2028 – 3%
• In recognition of rising medical cost s, the City will increase base salaries as follows:
o Effective November 17, 2025 – 1%
o Effective November 16, 2026 – 1%
iii. Police Chief
The Police Chief shall receive salary increases consistent with those provided to the Police Management Unit and shall be eligible for medical benefits consistent with those provided to executive management employees. Additional benefits specific to the Police Chief are identified only where expressly noted in this Plan. • Effective July 14, 2025, the salary for the Police Chief will reflect an increase of five percent (5%) and an internal equity adjustment of five percent (5%).
• Subsequent years will include the following increases to base salary:
o Effective July 13, 2026 – 3%
o Effective July 12, 2027 – 3%
o Effective July 10, 2028 – 3%
• Subsequent years will include the following internal equity adjustments:
o Effective July 13, 2026 – 2%
o Effective July 12, 2027 – 1%
• In recognition of rising medical costs, the City will in crease the Police Chief’s base salary as follows:
o Effective July 14, 2025 – 1%
o Effective July 13, 2026 – 1%
b. OVERTIME COMPENSATION
For classifications deemed to be FLSA non-exempt employees, overtime will be paid in accordance with the Fair Labor Standards Act (FLSA).
c. SUPERVISORY DIFFERENTIAL PAY
It shall be the policy of the City to recognize supervisory responsibilities of management employees by providing a differential in base salary between the supervising management employee and the subordinate employee(s). The amount of differential Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
460
3 shall be based on the actual dollars of the subordinate employee's base salary, not on salary ranges. The minimum amount of differential to be paid to the management employee shall be:
• 10% above a non-management subordinate
• 7.5% above a management subordinate
Procedures and Conditions
The differential shall apply only when there is a direct and immediate departmental supervisory relationship. The City Manager shall be the final decision maker of the supervisory relationship involving a department head. For all determinations within a department not involving a department head, the department head shall make a recommendation to the City Manager of the nature of the supervisory relationship and the City Manager shall be the final decision maker of the supervisory relationship.
Approval
Differential adjustments shall not be made without the City Manager’s approval.
Determination of Amount
The amount of differential shall be based on the actual dollars of the subordinate employee’s base salary, not on the salary range.
Effective Date of Adjustment
The differential adjustment in the supervisor’s salary shall be effective on the first day of the pay period concurrent with or immediately following the effective date of the subordinate employee’s increase in base salary.
Multiple Position Supervisory Classification
If a supervisory classification has more than one allocated position and more than one rate of base salary for incumbent employees due to time in class or other reason, the supervisory differential adjustment shall be determined solely on the basis of the individual difference between subordinate and supervisor base salaries meaning that each supervisor’s differential shall be calculated independently based on their own base salary and that of their subordinates.
Temporary Assignments
Temporary or acting assignments will be considered as separate actions and shall not be cause for differential adjustments based upon supervisor relationships.
Probationary Employee
Probationary status shall not disqualify an otherwise eligible employee from receiving the supervisory differential.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
461
4 d. ACTING PAY
An employee assigned to perform substantially the duties of a higher job classification as determined by the department head (or the City Manager, in the absence of the department head) for at least five (5) consecutive workdays, shall receive acting pay.
An employee shall be paid the starting rate of the salary established for the salary range of the temporary assignment. An exception to this will be made if this salary rate is less than 5% over the employee's current base salary rate. In that circumstance, the employee will receive the amount within the range that represents a 5% increase over the employee's current base salary rate.
An employee whose acting assignment is expected to exceed 30 calendar days, due to a vacancy or coverage for an extended leave of absence, and whose assignment includes a high degree of complexity and/or increased level of supervisory responsibilities, as determined by the department head, may be eligible to receive up to
7.5% over the employee's base salary, subject to the approval of the Administrative Services Director.
If the acting assignment requires supervision, the employee will receive no less than
2.5% over the highest compensated employee supervised. In no event shall the rate exceed the top of the range of the assigned classification.
If an employee is assigned to an acting assignment for 12 months, the department head or City Manager may provide an additional increase of up to 7% or the maximum of the range, whichever is less.
e. SPECIAL PROJECTS PAY
Eligibility. An employee assigned to perform management duties by the department head to facilitate the completion of a project requiring skills and knowledge greater than those of the employee’s normal duties for a period of at least 30 calendar days, shall receive Special Projects Pay.
Rate of Pay. An employee who qualifies for Special Project Pay described in “Eligibility” shall be paid 5%-7% over the employee’s current salary as determined by the City Manager. An exception will be made if the project includes full supervision of other employees. In such a situation, the employee will be paid the 5%-7%, referenced above plus an additional percentage as necessary to ensure that the Special Projects Pay reflects a differential of 2.5% over the highest compensated position supervised. In an employee performs in a special project assignment for 12 months, the City Manager Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
462
5 may provide an additional increase of up to 7% effective the beginning of the 13th month.
f. BILINGUAL PAY
Employees who utilize a qualifying language in the performance of their assigned duties, demonstrate competency through testing, are certified by their department head, and approved by the Administrative Services Director, shall receive bilingual pay of sixty dollars ($60.00) per pay period. Bilingual pay shall commence with the first pay period following certification and shall continue for as long as the employee remains certified.
Bilingual pay shall apply to the following languages: Spanish, Vietnamese, Arabic, Farsi, Mandarin, Cantonese, Cambodian, Sign Language, and other languages as determined by the Administrative Services Director.
Employees receiving bilingual pay shall be subject to periodic recertification through the City’s current procedure, as a condition of continued eligibility. g. TUITION REIMBURSMENT
Employees are eligible to participate in the tuition reimbursement plan detailed in Administrative Regulation #14. Reimbursement shall be paid at a rate of 75% of verified costs for books and tuition with a limit of $4000/fiscal year for undergraduate program, maximum lifetime of $16,000 and $5000/fiscal year for a graduate program with a maximum lifetime of $10,000.
h. LICENSES AND CERTIFICATIONS
Licenses and Certifications: The City will reimburse employees for the cost of state or other licensing or certification when such licensing or certification is verified by the department head as a requirement for the job. If an employee fails a test required to gain certification, the City will not pay for costs associated specifically with the retesting portion of the certification fee. Should an employee leave the employment of the City of Livermore, he/she shall proportionately reimburse the City for any time remaining in the certification period.
Regulations and procedures covering course work for certifications are covered in the Administrative Regulation #14, “Tuition Reimbursement” except as follows - reimbursement for course work required to maintain a required license or certification will be made at the rate of 100% upon verification by the department head that the course work is required to maintain certification.
Professional Memberships: Professional memberships required as part of the employee’s professional licensure or certification as verified by the department head Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
463
6 shall be reimbursed at 100%. City reimbursement for professional memberships not so required will be considered as part of the budgetary process, subject to the City Manager’s determination.
i. DEFFERED COMPENSATION
i. Deferred Compensation 457 Plan
Employees shall be able to participate in the deferred compensation program that the City may establish, administer, revise, sponsor, or make available to eligible employees. The City will contribute $185 per pay period with a required matching employee contribution of $75 per pay period.
ii. Defined Contribution 401(a) - Executive Management Employees Only Participation in the City’s defined contribution plan is voluntary. The City shall not make employer contributions to this plan. Eligible employees must enroll within sixty (60) days of hire to participate.
Enrollment in the Plan requires an irrevocable election, in accordance with applicable law, to participate in one of the following, subject to applicable Internal Revenue Service (IRS) limits:
• Pre-Tax Salary Contribution: A contri bution of zero percent (0%) to fifteen percent (15%) of base salary on a pre-tax basis; and/or • Leave Conversion Contribution: A contri bution of eligible leave balances, including vacation and administrative leave, once a year; and/or • Vacation upon Separation: An irrevocable election for final pay contribution of accrued vacation leave only.
j. HEALTH CLUB REIMBURSEMENT
i. Management Confidential and Confidential Employees
The City shall reimburse employees for the cost of monthly dues charged by a health or fitness club of the employee’s choice, as approved by the City Manager.
Reimbursement shall not exceed one hundred dollars ($100) per month.
A health and fitness club includes exercise facilities, yoga studios, aerobic training facilities, monthly subscriptions to virtual online fitness classes and programs, martial arts studios, and similar establishments. Excluded from reimbursement are country club memberships, golf course memberships, food- based subscriptions, and other similar recreational facilities.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
464
7 The determination of the Administrative Services Director regarding eligibility for reimbursement under this section shall be final and not subject to appeal. ii. Executive Management Employees
Executive management employees shall be eligible for health club reimbursement in accordance with subsection (i); however, the reimbursement amount shall not exceed one hundred twenty-five dollars ($125) per month. k. CELL PHONE
i. Management Confidential and Confidential Employees
Eligibility for cell phone allowance shall be determined in accordance with Administrative Regulation #36.
ii. Executive Management Employees
Executive management employees shall receive a cell phone allowance of ninety dollars ($90) per month.
l. CAR ALLOWANCE - EXECUTIVE MANAGEMENT ONLY
Executive management employees (excluding the Police Chief) shall receive a car allowance of three hundred and fifty dollars ($350) per month effective July 13, 2026.
The Police Chief shall be assigned a City take-home vehicle in lieu of a call allowance. m. SEVERANCE PAY – EXECUTIVE MANAGEMENT ONLY
Executive management employees shall be eligible for severance pay equal to three (3) months of salary and benefits upon termination for reasons other than cause. n. UNIFORM ALLOWANCE – POLICE CHIEF ONLY
The Police Chief shall be eligible for a uniform allowance consistent with that provided to the Police Management Association (PMA). The uniform allowance shall be one thousand three hundred dollars ($1,300) annually and shall be paid in equal amounts for each pay period as earned.
o. POST PAY – POLICE CHIEF ONLY
The Police Chief shall be eligible for POST certification pay consistent with that provided to the Police Management Association (PMA).
• Effective July 14, 2025, a Police Chief who possesses a Regular Management Certificate issued by the California Commission on Peace Officer Standards and Training (POST) shall receive one thousand four hundred fifty dollars ($1450) per month.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
465
8 o Effective July 13, 2026, the mont hly POST certification amount will increase to $1950/month.
• Effective July 14, 2025, a Police Chief who possesses a Regular Management Certificate issued by the California Commission on Peace Officer Standards and Training (POST) and who possesses a master’s degree issued by an accredited college or university or has successfully completed the State of California Commission on Peace Officer Standards and Training Law Enforcement Command College program or the Federal Bureau of Investigation National Academy Training Program shall receive one thousand five hundred dollars ($1500) per month.
o Effective July 13, 2026, the mont hly POST certification amount will increase to $2000/month.
p. Compensation Review
The City is committed to providing a compensation program that supports the recruitment and retention of a qualified workforce. Compensation shall be established and maintained in a manner that is competitive with the external labor market, internally equitable, and fiscally responsible, and as guided by the City’s Compensation Policy.
The City strives to conduct periodic compensation studies of benchmark classifications to assess market competitiveness, in accordance with the City’s Compensation Policy.
The City aims to conduct such studies on an approximate five (5) year cycle, subject to available resources and organizational priorities.
3. LEAVES
a. VACATION
Full-time employees shall accrue vacation as follows:
Years of Service Accrual Rate Per Pay
Period
Accrual Rate Per Pay
Year
1 3.10 80.6
2 - 5 4.62 120.12
6-10 5.23 135.98
11-15 6.19 160.94
16-19 6.93 180.18
20+ 7.40 192.4
*Probationary employees must satisfactorily complete their probationary period before being advanced to the second-year accrual rate.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
466
9 Vacation Accumulation
Management Confidential and Confidential employees may accumulate up to three hundred seventy-five (375) hours of vacation. Executive Management employees may accumulate up to four hundred (400) hours of vacation.
Vacation accrual shall cease upon reaching the applicable maximum and shall resume once the employee’s balance falls below the applicable cap. Employees are responsible for monitoring their vacation balances.
Vacation Cash Out
Employees may cash out up to eighty-five (85) hours of vacation semi-annually in June and December, provided a minimum balance of forty (40) hours is maintained at the time of cash out. The City Manager may suspend this provision in the event of a demonstrated fiscal crisis.
Employees must make an irrevocable election during the month of December to participate in vacation cash out for the following calendar year. Failure to submit an election shall be deemed a waiver of participation for that year.
Employees are responsible for ensuring sufficient vacation hours are available at the time of cash out. If sufficient hours are not available, the employee shall receive only the available balance, if any.
b. SICK LEAVE
Sick leave shall accrue at the rate of 3.7 hours per pay period. Employees may accumulate sick leave without limit.
Sick leave may be used in accordance with the City’s Personnel Rules.
Upon retirement, unused sick leave may be converted to CalPERS service credit in accordance with applicable law.
c. ADMINISTRATIVE LEAVE
i. Management Confidential
Each payroll year, in recognition of the expectation that management employees work the hours necessary to fulfill the duties and responsibilities of their positions, eighty (80) hours of administrative leave shall be granted. ii. Executive Management
Each payroll year, executive management employees shall be granted administrative leave as follows:
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
467
10 • One hundred twelve (112) hours: Administrative Services Director; Assistant City Manager, Community Development Director; Innovation and Economic Development Director; Library Services Director; Police Chief; Public Works Director.
• Ninety-six (96) hours: Deputy City Manager; D eputy City Manager/City Clerk.
Administrative leave must be used within the calendar year in which it is granted and shall not be carried over. For new employees, administrative leave shall be prorated based on the employee’s date of hire and on the number of full months remaining in the calendar year.
d. PERSONAL LEAVE
i. Confidential Employees
Confidential employees shall be eligible for sixteen (16) hours of personal leave per year. Employees shall receive an additional eight (8) hours of personal leave every five (5) years of service, up to a maximum of forty (40) hours per year.
Employees must complete six (6) months of service prior to becoming eligible for personal leave. Personal leave must be used within the calendar year in which it is granted and shall not be carried over.
e. PARENTAL LEAVE
Any employee who becomes a parent through birth, adoption, or foster care placement may use up to four (4) regularly scheduled workdays of sick leave to be with the child.
Such leave shall be in addition to, and may be used in conjunction with, leave provided under the City’s Personnel Rules and Regulations.
Use of this leave shall run concurrently with any applicable leave under the Family and Medical Leave Act (FMLA) and the California Family Rights Act (CFRA), as applicable.
f. BEREAVEMENT LEAVE
In the event of a death in the immediate family of an employee, the employee shall, upon request, be granted time off, not to exceed the equivalent of three (3) regularly scheduled workdays for full-time employees. The immediate family shall be defined as any of the following of the employee, the employee's spouse, or the employee's domestic partner:
• Spouse or registered domestic partner
• Child(ren)
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
468
11 • Parents
• Siblings
• Grandparents
• Grandchildren
• A relative residing in the employee's home or dependent upon the employee for full support.
In the event of the death of an employee's non-immediate family, an employee may use up to the equivalent of three (3) regularly scheduled workdays of accumulated sick leave. The non-immediate family shall be defined as any of the following of the employee, the employee's spouse, or the employee's registered domestic partner:
• Aunt or Uncle
Employees may supplement the paid bereavement leave in paragraph (a) with accrued leave (including vacation, administrative leave, or sick leave) to reach a total of five (5) workdays of time off per incident of bereavement. Employees may schedule additional time off, as needed, using accrued vacation or administrative leave with the approval of their supervisor.
g. HOLIDAYS
Holiday provisions shall be governed by the City of Livermore Personnel Rules and Regulations.
City offices shall be closed in observance of the following holidays, except for departments requiring alternative hours of operation:
(1) New Year's Day
(2) Martin Luther King, Jr. Day (third Monday of January) (3) President's Day (third Monday of February)
(4) Memorial Day (last Monday of May)
(5) Independence Day
(6) Labor Day (first Monday of September)
(7) Veteran's Day
(8) Thanksgiving Day
(9) Day after Thanksgiving Day
(10) December Twenty-fourth (24th)
(11) December Twenty-fifth (25th)
(12) December Thirty-first (31st)
Employees must be in a paid status on the workday immediately preceding and following a holiday to be eligible for holiday pay.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
469
12 i. Executive Management and Management Confidential
Employees shall be eligible to take authorized holidays off with pay or receive an in-lieu day off with pay when required to work, as approved in advance by the Department Head.
ii. Confidential Employees
Employees shall be eligible to take authorized holidays off with pay. If a holiday falls on an employee’s regularly scheduled day off, the employee shall receive an in-lieu day off, not to exceed eight (8) hours of pay, in the same or next pay period.
4. INSURANCES AND HEALTH CARE
a. HEALTH CARE BENEFITS
The City shall provide a monthly contribution toward health, dental, and vision premiums in the amount of one thousand nine hundred fifty dollars ($1,950) per eligible employee.
This amount shall be prorated for employees scheduled to work less than full-time.
Any unused portion of the City’
s contribution shall be paid to the employee as taxable income.
b. LIFE INSURANCE
i. Management Confidential and Confidential Employees
Eligible employees shall receive basic life insurance coverage in the amount of one hundred fifty thousand dollars ($150,000), and dependent life insurance coverage in the amount of one thousand dollars ($1,000), under the City’s Life Insurance Program. The City shall pay the full cost of this coverage. Eligible employees may purchase additional or supplemental life insurance coverage at their own expense.
ii. Executive Management Employees
Eligible executive management employees shall receive basic term life insurance coverage in the amount of one hundred seventy-five thousand dollars ($175,000), and dependent life insurance coverage in the amount of one thousand dollars ($1,000), under the City’s Life Insurance Program. The City shall pay the full cost of this coverage. Eligible employees may purchase additional or supplemental life insurance coverage at their own expense.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
470
13 c. LONG TERM DISABI LITY INSURANCE (LTD)
The City shall provide a Long-Term Disability Insurance program and shall pay the full cost of premiums. The plan shall provide a monthly benefit equal to sixty percent (60%) of base monthly earnings, up to a maximum benefit of six thousand dollars ($6,000) per month.
d. RETIREE HEALTH BENEFIT
Eligibility
i. Executive management, management confidential, and confidential employees who currently qualify for a retiree health benefit will have their retiree health benefit calculated based on the following table:
CALPERS Years of Service City’s Contribution
10 $1,462.50
15 $1,560.00
20 $1,755.00
25+ $1,950.00
Benefit
The reimbursement amount shall be limited to the actual cost of medical insurance for the retiree and eligible dependents and shall not exceed the maximum amount for which the retiree qualifies based on years of service.
Upon the retiree's eligibility for Medicare, the City will reimburse an amount including the cost of Medicare Parts A and B, if the employee is required to obtain such parts to secure medical coverage. The total amount of the reimbursement will not exceed the retiree’s maximum benefit amount.
The employee must have retired within 120 days of their last day of employment with the City of Livermore. If both husband and wife are in the same bargaining unit and both eligible for the retiree health benefit, both must be retired before they would be eligible for the retiree health benefit. The 120 day retirement requirement will apply when the second spouse retires. When both are retired, each will be eligible for the benefit amount. If the retirees divorce, each will continue to receive a benefit.
The employee must have obtained a minimum of ten (10) years of service credit working for a CalPERS covered employer, which includes a minimum of five (5) years of full-time employment or equivalent with the City of Livermore. The total years of service working for a CalPERS covered employer will be validated by PERS and/or the employee's former employers at the time of retirement.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
471
14 A surviving spouse of a deceased retiree will be eligible to receive reimbursement in an amount equal to 50% of the reimbursement amount in effect at the time of death of the retiree. The surviving spouse must have been married to the retiree at the time of retirement. Eligibility for this benefit will cease upon remarriage or death of the spouse. e. RETIREE HEALTH SAVINGS (RHS)
i. Management Confidential and Confidential Employees
Employees hired into Management Confidential or Confidential positions on or after February 1, 2006, or elected to opt out of the Retiree Health Benefit, shall be enrolled in a Retirement Health Savings (RHS) plan administered by a third- party administrator selected by the City. The City shall contribute four percent (4%) of the employee’s base salary to the employee’s RHS account. ii. Executive Management Employees
Employees hired into Executive Management positions on or after August 1, 2014, shall be enrolled in the RHS plan. The City shall contribute four percent (4%) of the employee’s base salary to the employee’s RHS account.
5. RETIREMENT
The City of Livermore participates in the California Public Employees’ Retirement System (CalPERS) for employee retirement benefits.
i. Executive Management (minus Police Chief), Management Confidential, and Confidential Employees
Employees hired prior to December 30, 2012 are enrolled in the 2.7% @ 55 formula with a one-year final compensation and shall pay the full eight percent (8%) employee contribution.
New employees are enrolled in the 2% @ 60 or 2% @ 62 formula depending on eligibility, as per AB 340.
Effective December 30, 2012, newly hired employees who qualify as classic CalPERS members, shall be covered by the 2% at 60 retirement formula with three-year final compensation and shall pay the full seven percent (7%) employee contribution.
Effective January 1, 2013. employees who are new members to CalPERS, as defined by the Public Employees’ Pension Reform Act (PEPRA), shall be covered by the 2% at 62 retirement formula with three-year final compensation. Such employees shall pay the employee contribution required under PEPRA, which is Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
472
15 currently seven and a half percent (7.5%) which is equal to fifty percent (50%) of the normal cost of the plan.
The following benefits shall apply to all CalPERS tiers: sick leave credit, Fourth Level 1959 Survivor Benefit, and military service credit. ii. Police Chief
Employees hired prior to December 30, 2012 are enrolled in the 3% @ 50 formula with a one-year final compensation and shall pay the full nine percent (9%) employee contribution.
New employees are enrolled in the 3% @ 55 or 2.7% @ 57 formula depending on eligibility, as per AB 340.
Effective December 30, 2012, newly hired employees who qualify as classic CalPERS members, shall be covered by the 3% at 55 retirement formula with three-year final compensation and shall pay the nine percent (9%) employee contribution.
Effective January 1, 2013. employees who are new members to CalPERS, as defined by the Public Employees’ Pension Reform Act (PEPRA), shall be covered by the 2.7% at 57 retirement formula with three-year final compensation. Such employees shall pay the employee contribution required under PEPRA, which is currently thirteen and three quarters percent (13.75%) which is equal to fifty percent (50%) of the normal cost of the plan.
The following benefits shall apply to all CalPERS tiers: sick leave credit, Fourth Level 1959 Survivor Benefit, and military service credit.
6. PART-TIME EMPLOYEES
Part-time employees shall be eligible for benefits provided under this Plan on a prorated basis, based on their status as a three-quarter or half time budget allocation.
7. MISCELLANEOUS
The City of Livermore Personnel Rules and Regulations and policies established by the City Manager will govern all working conditions not addressed in this plan.
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
473
16 Attachment A
Executive Management
1235 Police Chief
1200 Assistant City Manager
1220 Community Development Director
1215 Administrative Services Director
1240 Public Works Director
1225 Innovation & Economic Development Director
1230 Library Services Director
1205 Deputy City Manager
1210 Deputy City Manager/City Clerk
Management Confidential
2405 Assistant Administrative Services Director
2440 Assistant City Attorney, Senior
2442 Assistant City Attorney
2400 Assistant to the City Manager
2444 Deputy City Attorney
2420 Human Resources Manager
2450 Human Resources Analyst, Senior
2411 Human Resources Analyst II
2410 Human Resources Analyst I
2460 Management Analyst, Senior
2431 Management Analyst II
2430 Management Analyst I
2465 Risk Manager
Confidential
2600 Administrative Receptionist
2610 Administrative Specialist I
2611 Administrative Specialist II
2620 Executive Assistant
2630 Human Resources Clerk I
2631 Human Resources Clerk II
2640 Human Resources Technician
2650 Law Office Supervisor
2660 Legal Assistant
Item 8.1
Supplmental Memo, Revised Exhibit A & Redlined
474
1 v
Resolution Approving the Executive
Management, Management Confidential, and
Confidential Employee Compensation Plan
July 13, 2026
Presented by: Kristen Hilton, Acting Administrative
Services Director
• Effective, January 1, 2026, SB 707 requires an oral summary before City Council takes final action on compensation for executive management employees.
• Codifies existing salaries, benefits, and employment provisions into a comprehensive plan. Previously approved compensation changes were implemented in July 2025 (Management Confidential, Confidential, Police Chief) and November 2025 (Executive Management). • New Compensation Changes:
• Increases the monthly vehicle allowance for designated department heads from $250 to $350.
• POST Certificate Pay eligibility for the Police Chief, retroactive to July 1, 2025.
Resolution approving the Executive Management,
Management Confidential, and Confidential Compensation
Plan
1 2
Item 8.1
PowerPoint Presentation
475
2 Recommendation
Staff recommends that the City Council adopt a resolution approving the Executive Management, Management
Confidential, and Confidential Compensation Plan
3 Item 8.1
PowerPoint Presentation
476
Council Member
Date of
Meeting or
Event Committee or Organization Meeting or Event Type Summary of Meeting or Event Mayor Marchand 6/24/2026 City of Livermore All-hands Staff meeting Expressed gratitude to the staff for the work
over the past year.
Mayor Marchand 6/25/2026 City of Livermore TV30 Mayor's Report Provided a summary of Livermore activities.
Mayor Marchand 6/25/2026 Chamber of Commerce State of the County address Attended and heard an update on County
activities.
Mayor Marchand 6/25/2026
Alameda County Transportation
Commission Commission meeting
Approved SB63 funding framework and Rail
Safety Construction Contract.
Mayor Marchand 6/26/2026 City of Livermore
150th Anniversary Celebration of
Livermore's incorporation Community celebration at Livermorium Plaza Mayor Marchand 6/27/2026 Tri-Valley Nonprofit Alliance In the Olivina Grove Fundraiser Raised a lot of money for nonprofits.
Mayor Marchand 6/28/2026
Hindu Community and Cultural
Center Maha Rudra Yagam ceremony Attended ceremony.
Mayor Marchand 6/29/2026 City of Livermore Teen Academy Graduation Attended and spoke at graduation, heard
graduate speeches.
Mayor Marchand 7/2/2026 Chamber of Commerce Ribbon-cutting Grand Re-opening of Grocery Outlet ,
presented certificate.
Mayor Marchand 7/4/2026 City of Livermore July 4th Celebration Joined thousands of families and children at
the Livermore airport celebrating the warbirds
that fought in WWII, talked with first
responders and veterans. Welcomed the
crowds.
Mayor Marchand 7/6/2026
Livermore Amador Valley
Transit Authority Board meeting
Approved Comprehensive Investment Plan,
award for transit signs and alternative transit
plans.
Mayor Marchand 7/8/2026
San Joaquin Regional Rail
Commission Commission meeting
Approved capital and operating budget and
MOU with Delta College to operate The Rail
Academy of Central California (TRACC)
Mayor Marchand 7/8/2026
Alameda County Mayors
Conference Monthly meeting
Approved appointment to Commission on
Aging, heard report on Pleasanton's
Community Building Initiative.
Mayor Marchand 7/10/2026 City of Livermore Grand opening Spoke at the opening of Inertia, a fusion
energy company in Livermore
Mayor Marchand 7/11/2026
Hindu Community and Cultural
Center 40th Anniversary
Presented a certificate recognizing their 40th
Anniversary.
Mayor Marchand 7/11/2026 City of Livermore Ribbon-cutting Welcomed Traditions Meat Company to
Livermore.
Item 10.0
Council Reports
477
Council Member
Date of
Meeting or
Event Committee or Organization Meeting or Event Type Summary of Meeting or Event Vice Mayor Wang 6/23/2026
Livermore Amador Valley
Transit Authority (LAVTA)
Finance & Administration
Committee meeting
Approved resolutions and contracts to
forward to LAVTA Board for approval;
contracts include those for IT consulting,
Atlantis Facility video surveillance system
replacement, and cloud-based transit signal
priority upgrade and expansion.
Vice Mayor Wang 6/23/2026 Quest Science Center
Speaker series at Bankhead
Theater
Dr. Sharon Sha of the Stanford School of
Medicine spoke on “The Resilient Brain”.
Vice Mayor Wang 6/25/2026
Alameda County Supervisor
David Haubert State of the County Supervisor Haubert's presentation.
Vice Mayor Wang 6/26/2026 City of Livermore
Livermore 150th Anniversary
celebration at Livermorium Plaza
Speech by Mayor Marchand, resolution from
Senator Jerry McNerney, poem by
Livermore's new Poet Laureate Faith Alpher,
music by our student jazz band Element 116,
and attendance by many community
members.
Vice Mayor Wang 6/27/2026 Tri-Valley Nonprofit Alliance Fundraiser Dinner event at Olivina Olive Grove.
Vice Mayor Wang 6/29/2026 City of Livermore Teen Academy graduation Ceremony for 15 high school students who
completed the City’s summer internship
program; several made speeches; thank you
to Assistant Library Director Nathan Brumley
and the intern coaches in many departments
at City Hall, Police Department, and Public
Library.
Vice Mayor Wang 7/3/2026 Longevity Wines Karaoke Night Well attended event! Vice Mayor Wang 7/4/2026 City of Livermore 4th of July celebration Celebration at Livermore Municipal Airport;
thank you to all the people who presented
aircraft, food, music, and kids' activities;
thank you to Wheels Bus for the free
shuttles.
Vice Mayor Wang 7/6/2026
Livermore Amador Valley
Transit Authority Board meeting
Approved contracts forwarded by F&A
Committee; authorize the Executive Director
to execute all documents pertaining to the
sale and transfer of land at the Livermore
Transit Center to the City of Livermore;
discussed alternative service plan if the
Connect Bay Area Measure fails in
November.
Item 10.0
Council Reports
478
Council Member
Date of
Meeting or
Event Committee or Organization Meeting or Event Type Summary of Meeting or Event Vice Mayor Wang 7/10/2026 Inertia Enterprises Ribbon cutting Celebration of the opening of a fusion energy
company, working to commercialize the
successes achieved at Lawrence Livermore
National Laboratory.
Vice Mayor Wang 7/11/2026 Shiva-Vishnu Temple 40th anniversary celebration I joined Mayor Marchand in celebrating the
40th anniversary of the biggest Hindu temple
west of the Mississippi; the Temple has been
a generous civic institution in our city, offering
an annual health fair, tutoring for our
students, and participation in the civic affairs
of our city.
Item 10.0
Council Reports
479
Council Member
Date of
Meeting or
Event Committee or Organization Meeting or Event Type Summary of Meeting or Event Council Member Barrientos 6/26/2026 City of Livermore Celebrating Livermore 150 yrs Celebrating 150 of the City. Speeches, music
and art.
Council Member Barrientos 6/26/2026 City of Livermore Wine in the Grove/fund raiser Several hundred supporters of LARPD
attended. Purpose was to raise funds for
Livermore Area Recreation and Park District
(LARPD).
Council Member Barrientos 6/27/2026 City of Livermore Live from the Grove Fund raiser for TriValley Alliance.
Council Member Barrientos 7/4/2026 City of Livermore Celebration Celebration of the 4th of July.
Council Member Barrientos 7/8/2026 Community Monitor Committee Meeting Reviewed reports on dumping at the land fill.
Council Member Barrientos 7/9/2026 Stop Waste Board Board meeting Reviewed progress on reducing food waste
and new labeling on food.
Council Member Barrientos 7/10/2026 City of Livermore Ribbon Cutting Celebrating the opening of Inertia a new
fusion company.
Item 10.0
Council Reports
480
Council Member
Date of
Meeting or
Event Committee or Organization Meeting or Event Type
Council Member Branning 6/25/2026 CotyPAC Cornhole Tournament Council Member Branning 6/26/2026 City of Livermore 150th Anniversary Council Member Branning 6/26/2026 LARPD Foundation Wine Down in the Grove Fundraiser Council Member Branning 7/12/2026 Hindu Community and Cultural Center 40th anniversary celebration Item 10.0
Council Reports
481
Council Member
Date of
Meeting or
Event Committee or Organization Meeting or Event Type
Council Member Dunbar 6/29/2026 City of Livermore Teen Academy Graduation Council Member Dunbar 6/26/2026 City of Livermore 150th Anniversary Celebration Council Member Dunbar 7/4/2026 City of Livermore July 4th Celebration at the Airport Council Member Dunbar 7/10/2026 Inertia Grand Opening
Item 10.0
Council Reports
482