Agenda — Indio City Council, April 20, 2022 (part 8 of 8)

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1193 of 1319 Lanes, Volumes, Timings EAP PM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

5.1-29

Page 691 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1194 of 1319 HCM 6th AWSC EAP PM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Intersection Delay, s/veh 113.3
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 284 134 102 344 114 93 349 30 131 453 90 Future Vol, veh/h 42 284 134 102 344 114 93 349 30 131 453 90 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles, % 222222222222
Mvmt Flow 43 293 138 105 355 118 96 360 31 135 467 93
Number of Lanes 111110110120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2332
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2323
HCM Control Delay 55.3 213.4 135.7 54.1

HCM LOS FFFF

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 92% 0% 100% 0% 0% 75% 0% 100% 63%
Vol Right, % 0% 8% 0% 0% 100% 0% 25% 0% 0% 37%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 93 379 42 284 134 102 458 131 302 241 LT Vol 93 0 42 0 0 102 0 131 0 0
Through Vol 0 349 0 284 0 0 344 0 302 151
RT Vol 0 30 0 0 134 0 114 0 0 90
Lane Flow Rate 96 391 43 293 138 105 472 135 311 248
Geometry Grp 8888888888
Degree of Util (X) 0.315 1.227 0.144 0.932 0.413 0.345 1.464 0.427 0.942 0.734 Departure Headway (Hd) 13.051 12.465 13.541 13.009 12.263 12.646 11.938 13.003 12.471 12.193 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 277 293 267 281 296 286 307 280 293 298
Service Time 10.751 10.165 11.241 10.709 9.963 10.346 9.638 10.703 10.171 9.893 HCM Lane V/C Ratio 0.347 1.334 0.161 1.043 0.466 0.367 1.537 0.482 1.061 0.832 HCM Control Delay 21.6 163.7 18.5 75.8 23.3 21.9 256 25.1 76 42.3 HCM Lane LOS C F C F C C F D F E
HCM 95th-tile Q 1.3 16.3 0.5 8.7 1.9 1.5 24.3 2 9.1 5.4

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1195 of 1319 Lanes, Volumes, Timings EAP PM Peak Hour
4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 42 284 134 102 344 114 93 349 30 131 453 90 Future Volume (vph) 42 284 134 102 344 114 93 349 30 131 453 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 250 70 0 200 0 145 0
Storage Lanes 1 1 1 0 1 0 1 0
Taper Length (ft) 90 60 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 50 50
Link Distance (ft) 2729 1208 1075 2241
Travel Time (s) 37.2 16.5 14.7 30.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Shared Lane Traffic (%)
Turn Type Prot NA Perm Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4
Detector Phase 74438 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 11.0 38.8 38.8 19.2 47.0 17.8 42.0 20.0 44.2 Total Split (%) 9.2% 32.3% 32.3% 16.0% 39.2% 14.8% 35.0% 16.7% 36.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 75
Control Type: Actuated-Coordinated
Splits and Phases: 4: Jackson St. & Avenue 50

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1196 of 1319 HCM 6th Signalized Intersection Summary EAP PM Peak Hour 4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 284 134 102 344 114 93 349 30 131 453 90 Future Volume (veh/h) 42 284 134 102 344 114 93 349 30 131 453 90 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 293 138 105 355 118 96 360 31 135 467 93 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222
Cap, veh/h 57 462 389 130 387 129 120 746 64 160 1366 270 Arrive On Green 0.03 0.25 0.25 0.07 0.29 0.29 0.07 0.44 0.44 0.18 0.92 0.92 Sat Flow, veh/h 1781 1870 1575 1781 1340 445 1781 1697 146 1781 2955 585 Grp Volume(v), veh/h 43 293 138 105 0 473 96 0 391 135 280 280 Grp Sat Flow(s),veh/h/ln 1781 1870 1575 1781 0 1786 1781 0 1843 1781 1777 1763 Q Serve(g_s), s 2.9 16.8 8.7 7.0 0.0 30.8 6.4 0.0 18.1 8.8 2.1 2.1 Cycle Q Clear(g_c), s 2.9 16.8 8.7 7.0 0.0 30.8 6.4 0.0 18.1 8.8 2.1 2.1 Prop In Lane 1.00 1.00 1.00 0.25 1.00 0.08 1.00 0.33
Lane Grp Cap(c), veh/h 57 462 389 130 0 515 120 0 811 160 821 815 V/C Ratio(X) 0.76 0.63 0.35 0.80 0.00 0.92 0.80 0.00 0.48 0.84 0.34 0.34 Avail Cap(c_a), veh/h 96 535 450 218 0 632 197 0 811 230 821 815 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.6 40.3 37.3 54.8 0.0 41.3 55.1 0.0 23.9 48.4 2.5 2.5 Incr Delay (d2), s/veh 18.7 1.9 0.5 10.9 0.0 16.4 11.4 0.0 2.1 17.1 1.1 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 7.6 3.3 3.4 0.0 15.2 3.1 0.0 7.9 4.2 0.8 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 76.3 42.3 37.8 65.7 0.0 57.7 66.5 0.0 26.0 65.5 3.6 3.7 LnGrp LOS E D D EAEEACEAA
Approach Vol, veh/h 474 578 487 695
Approach Delay, s/veh 44.1 59.2 33.9 15.7
Approach LOS D E C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.3 57.3 13.3 34.1 12.6 60.0 8.3 39.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 37.5 14.7 34.3 13.3 39.7 6.5 42.5 Max Q Clear Time (g_c+I1), s 10.8 20.1 9.0 18.8 8.4 4.1 4.9 32.8 Green Ext Time (p_c), s 0.1 1.9 0.1 1.7 0.1 3.1 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 36.9
HCM 6th LOS D

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1197 of 1319 Lanes, Volumes, Timings EAP PM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 10 22 575 16 37 671
Future Volume (vph) 10 22 575 16 37 671
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 150 150 50
Storage Lanes 0 0 0 1
Taper Length (ft) 60 60
Link Speed (mph) 30 50 50
Link Distance (ft) 327 2241 569
Travel Time (s) 7.4 30.6 7.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-33

Page 695 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1198 of 1319 HCM 6th TWSC EAP PM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 10 22 575 16 37 671
Future Vol, veh/h 10 22 575 16 37 671
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - - - - 50 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 11 24 625 17 40 729
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1079 634 0 0 642 0
Stage 1 634 -----
Stage 2 445 -----
Critical Hdwy 6.63 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 -----
Critical Hdwy Stg 2 5.83 -----
Follow-up Hdwy 3.519 3.319 - - 2.219 -
Pot Cap-1 Maneuver 227 478 - - 941 -
Stage 1 527 -----
Stage 2 614 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 217 478 - - 941 -
Mov Cap-2 Maneuver 352 -----
Stage 1 527 -----
Stage 2 588 -----
Approach WB NB SB
HCM Control Delay, s 14.1 0 0.5

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 430 941 -
HCM Lane V/C Ratio - - 0.081 0.043 -
HCM Control Delay (s) - - 14.1 9 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.3 0.1 -

5.1-34

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1199 of 1319 Lanes, Volumes, Timings EAP PM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 53 32 1 33 19 1
Future Volume (vph) 53 32 1 33 19 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 150 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 422 456 299
Travel Time (s) 9.6 10.4 6.8
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-35

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1200 of 1319 HCM 6th TWSC EAP PM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 53 32 1 33 19 1
Future Vol, veh/h 53 32 1 33 19 1
Conflicting Peds, #/hr 0 55055
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 58 35 1 36 21 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 98 0 124 86
Stage 1 - - - - 81 -
Stage 2 - - - - 43 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1495 - 871 973
Stage 1 - - - - 942 -
Stage 2 - - - - 979 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1488 - 861 964
Mov Cap-2 Maneuver - - - - 861 -
Stage 1 - - - - 937 -
Stage 2 - - - - 973 -
Approach EB WB NB
HCM Control Delay, s 0 0.2 9.3

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 866 - - 1488 -
HCM Lane V/C Ratio 0.025 - - 0.001 -
HCM Control Delay (s) 9.3 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -

5.1-36

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1201 of 1319 Lanes, Volumes, Timings EAP PM Peak Hour
7: Avenue 49 & Camino Rosarito
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 32 21 13 1 1 20
Future Volume (vph) 32 21 13 1 1 20
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 0 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 456 435 454
Travel Time (s) 10.4 9.9 10.3
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-37

Page 699 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1202 of 1319 HCM 6th TWSC EAP PM Peak Hour
7: Avenue 49 & Camino Rosarito
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 4.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 32 21 13 1 1 20
Future Vol, veh/h 32 21 13 1 1 20
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 35 23 14 1 1 22
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 20 0 - 0 118 25
Stage 1 - - - - 20 -
Stage 2 - - - - 98 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1596 - - - 878 1051
Stage 1 - - - - 1003 -
Stage 2 - - - - 926 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1588 - - - 850 1041
Mov Cap-2 Maneuver - - - - 850 -
Stage 1 - - - - 976 -
Stage 2 - - - - 921 -
Approach EB WB SB
HCM Control Delay, s 4.4 0 8.6

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1588 - - - 1030
HCM Lane V/C Ratio 0.022 - - - 0.022
HCM Control Delay (s) 7.3 0 - - 8.6
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.1 - - - 0.1

5.1-38

Page 700 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1203 of 1319 Lanes, Volumes, Timings EAP PM Peak Hour
8: Song Sparrow Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1 21 1 1 13 1
Future Volume (vph) 1 21 1 1 13 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 150 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 435 924 299
Travel Time (s) 9.9 21.0 6.8
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-39

Page 701 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1204 of 1319 HCM 6th TWSC EAP PM Peak Hour
8: Song Sparrow Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 3.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1 21 1 1 13 1
Future Vol, veh/h 1 21 1 1 13 1
Conflicting Peds, #/hr 0 55055
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1 23 1 1 14 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 29 0 26 23
Stage 1 - - - - 18 -
Stage 2 - - - - 8 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1584 - 989 1054
Stage 1 - - - - 1005 -
Stage 2 - - - - 1015 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1576 - 978 1044
Mov Cap-2 Maneuver - - - - 978 -
Stage 1 - - - - 1000 -
Stage 2 - - - - 1009 -
Approach EB WB NB
HCM Control Delay, s 0 3.6 8.7

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 982 - - 1576 -
HCM Lane V/C Ratio 0.015 - - 0.001 -
HCM Control Delay (s) 8.7 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -

5.1-40

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1205 of 1319 Tentative Tract 38072 Traffic Analysis
14156‐03 Report.docx
APPENDIX 6.1:

EAPC (2023) CONDITIONS

INTERSECTIONOPERATIONS ANALYSIS WORKSHEETS

Page 703 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1206 of 1319 Tentative Tract 38072 Traffic Analysis
14156‐03 Report.docx
This Page Intentionally Left Blank

Page 704 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1207 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 86 212 81 32 294 69 151 612 38 50 381 112 Future Volume (vph) 86 212 81 32 294 69 151 612 38 50 381 112 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 145 150 145 150 135 150 145 150
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 90 90 115
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 40 40 45 45
Link Distance (ft) 1076 928 2709 800
Travel Time (s) 18.3 15.8 41.0 12.1
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 Shared Lane Traffic (%)
Turn Type pm+pt NA pm+pt NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 4.0 5.0 4.0 5.0 4.0 5.0 4.0
Minimum Split (s) 9.5 20.0 9.5 20.0 9.5 20.0 9.5 20.0
Total Split (s) 9.5 20.0 9.5 20.0 10.0 21.0 9.5 20.5
Total Split (%) 15.8% 33.3% 15.8% 33.3% 16.7% 35.0% 15.8% 34.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 0.5 1.0 0.5 1.0 0.5 1.0 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 59.5 (99%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 1: Jackson St. & Dr. Carreon Bl.

6.1-1

Page 705 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1208 of 1319 HCM 6th Signalized Intersection Summary EAPC AM Peak Hour 1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 86 212 81 32 294 69 151 612 38 50 381 112 Future Volume (veh/h) 86 212 81 32 294 69 151 612 38 50 381 112 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 244 93 37 338 79 174 703 44 57 438 129 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, % 222222222222
Cap, veh/h 294 500 185 302 482 111 163 1461 91 91 1057 309 Arrive On Green 0.07 0.20 0.20 0.04 0.17 0.17 0.09 0.43 0.43 0.05 0.39 0.39 Sat Flow, veh/h 1781 2537 941 1781 2867 661 1781 3396 212 1781 2713 792 Grp Volume(v), veh/h 99 169 168 37 208 209 174 368 379 57 286 281 Grp Sat Flow(s),veh/h/ln 1781 1777 1701 1781 1777 1751 1781 1777 1832 1781 1777 1728 Q Serve(g_s), s 2.7 5.1 5.3 1.0 6.6 6.8 5.5 8.9 8.9 1.9 7.0 7.1 Cycle Q Clear(g_c), s 2.7 5.1 5.3 1.0 6.6 6.8 5.5 8.9 8.9 1.9 7.0 7.1 Prop In Lane 1.00 0.55 1.00 0.38 1.00 0.12 1.00 0.46
Lane Grp Cap(c), veh/h 294 350 335 302 299 294 163 764 788 91 692 673 V/C Ratio(X) 0.34 0.48 0.50 0.12 0.70 0.71 1.07 0.48 0.48 0.63 0.41 0.42 Avail Cap(c_a), veh/h 322 474 454 382 474 467 163 764 788 148 692 673 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 0.87 0.87 0.87 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.0 21.4 21.5 19.4 23.5 23.6 27.3 12.3 12.3 27.9 13.3 13.4 Incr Delay (d2), s/veh 0.7 1.0 1.2 0.2 2.9 3.2 84.2 1.9 1.8 6.9 1.8 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.0 2.0 0.4 2.7 2.8 5.9 3.1 3.2 0.9 2.6 2.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.7 22.4 22.6 19.6 26.4 26.7 111.4 14.2 14.1 34.8 15.1 15.3 LnGrp LOS B C C B C C F B B C B B
Approach Vol, veh/h 436 454 921 624
Approach Delay, s/veh 21.9 26.0 32.5 17.0
Approach LOS C C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.6 29.8 6.8 15.8 10.0 27.4 8.5 14.1 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.0 17.0 5.0 16.0 5.5 16.5 5.0 16.0 Max Q Clear Time (g_c+I1), s 3.9 10.9 3.0 7.3 7.5 9.1 4.7 8.8 Green Ext Time (p_c), s 0.0 2.2 0.0 1.2 0.0 1.9 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 25.4
HCM 6th LOS C

6.1-2

Page 706 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1209 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 81 391 156 62 503 60 272 520 93 72 364 89 Future Volume (vph) 81 391 156 62 503 60 272 520 93 72 364 89 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 205 0 205 0 150 0 140 0
Storage Lanes 1 1 1 0 2 0 2 0
Taper Length (ft) 90 90 100 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 45 45
Link Distance (ft) 1172 1753 2602 2709
Travel Time (s) 16.0 23.9 39.4 41.0
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
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 Shared Lane Traffic (%)
Turn Type Prot NA Perm Prot NA Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2
Detector Phase 52216 38 74
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.0 38.0 38.0 19.0 35.0 27.0 49.0 14.0 36.0 Total Split (%) 18.3% 31.7% 31.7% 15.8% 29.2% 22.5% 40.8% 11.7% 30.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max None Max None Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 54 (45%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 2: Jackson St. & Avenue 48

6.1-3

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1210 of 1319 HCM 6th Signalized Intersection Summary EAPC AM Peak Hour 2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 81 391 156 62 503 60 272 520 93 72 364 89 Future Volume (veh/h) 81 391 156 62 503 60 272 520 93 72 364 89 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 87 420 168 67 541 65 292 559 100 77 391 96 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 111 1394 619 86 1751 208 363 1117 199 133 861 209 Arrive On Green 0.06 0.39 0.39 0.05 0.38 0.38 0.11 0.37 0.37 0.08 0.61 0.61 Sat Flow, veh/h 1781 3554 1579 1781 4625 548 3456 3011 537 3456 2832 688 Grp Volume(v), veh/h 87 420 168 67 396 210 292 329 330 77 244 243 Grp Sat Flow(s),veh/h/ln 1781 1777 1579 1781 1702 1769 1728 1777 1771 1728 1777 1743 Q Serve(g_s), s 5.8 9.8 8.7 4.5 9.8 10.0 9.9 17.2 17.3 2.6 8.9 9.1 Cycle Q Clear(g_c), s 5.8 9.8 8.7 4.5 9.8 10.0 9.9 17.2 17.3 2.6 8.9 9.1 Prop In Lane 1.00 1.00 1.00 0.31 1.00 0.30 1.00 0.39
Lane Grp Cap(c), veh/h 111 1394 619 86 1289 670 363 659 657 133 540 530 V/C Ratio(X) 0.79 0.30 0.27 0.77 0.31 0.31 0.80 0.50 0.50 0.58 0.45 0.46 Avail Cap(c_a), veh/h 260 1394 619 215 1289 670 648 659 657 274 540 530 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.86 0.86 Uniform Delay (d), s/veh 55.5 25.1 24.8 56.4 26.2 26.3 52.5 29.2 29.2 54.4 18.1 18.1 Incr Delay (d2), s/veh 11.6 0.6 1.1 13.6 0.6 1.2 4.2 2.7 2.7 3.4 2.3 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 4.0 3.3 2.3 3.9 4.3 4.4 7.5 7.6 1.1 3.3 3.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.0 25.7 25.9 70.1 26.8 27.5 56.7 31.8 31.9 57.8 20.4 20.6 LnGrp LOS E C C E C C E C C E C C
Approach Vol, veh/h 675 673 951 564
Approach Delay, s/veh 31.1 31.4 39.5 25.6
Approach LOS CCDC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.3 51.6 17.1 41.0 12.0 49.9 9.1 49.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 14.5 33.5 22.5 31.5 17.5 30.5 9.5 44.5 Max Q Clear Time (g_c+I1), s 6.5 11.8 11.9 11.1 7.8 12.0 4.6 19.3 Green Ext Time (p_c), s 0.1 2.9 0.7 2.5 0.1 3.2 0.1 3.8 Intersection Summary
HCM 6th Ctrl Delay 32.9
HCM 6th LOS C

6.1-4

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1211 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-5

Page 709 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1212 of 1319 HCM 6th TWSC EAPC AM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 7.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 73 1 24 11 1 66 7 603 4 23 457 18
Future Vol, veh/h 73 1 24 11 1 66 7 603 4 23 457 18
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 50 - - - 100 - - 100 - 205
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 22222222222
Mvmt Flow 81 1 27 12 1 73 8 670 4 26 508 20
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1285 1250 254 995 1268 672 528 0 0 674 0 0 Stage 1 560 560 - 688 688 -------
Stage 2 725 690 - 307 580 -------
Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 -------
Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 -------
Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.219 - - 2.219 - - Pot Cap-1 Maneuver 131 172 746 211 168 455 1037 - - 915 - - Stage 1 481 510 - 435 446 -------
Stage 2 416 445 - 679 499 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 106 166 746 197 162 455 1037 - - 915 - - Mov Cap-2 Maneuver 106 166 - 197 162 -------
Stage 1 477 496 - 432 442 -------
Stage 2 345 441 - 635 485 -------
Approach EB WB NB SB
HCM Control Delay, s 82.7 17.4 0.1 0.4

HCM LOS F C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1037 - - 107 746 377 915 - -
HCM Lane V/C Ratio 0.008 - - 0.768 0.036 0.23 0.028 - - HCM Control Delay (s) 8.5 - - 106.3 10 17.4 9 - -
HCM Lane LOS A - - F B C A - -
HCM 95th %tile Q(veh) 0 - - 4.2 0.1 0.9 0.1 - -

6.1-6

Page 710 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1213 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 73 1 24 11 1 66 7 603 4 23 457 18
Future Volume (vph) 73 1 24 11 1 66 7 603 4 23 457 18
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 50 150 150 100 150 100 205
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 60 60 60 60
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 50 50
Link Distance (ft) 590 422 569 2602
Travel Time (s) 13.4 9.6 7.8 35.5
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Shared Lane Traffic (%)
Turn Type Perm NA Perm Perm NA Prot NA Prot NA Perm
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 4 8 6
Detector Phase 44488 52 166
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s) 26.0 26.0 26.0 26.0 26.0 11.0 81.0 13.0 83.0 83.0 Total Split (%) 21.7% 21.7% 21.7% 21.7% 21.7% 9.2% 67.5% 10.8% 69.2% 69.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max C-Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 3: Jackson St. & Odlum Dr./Avenue 49

6.1-7

Page 711 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1214 of 1319 HCM 6th Signalized Intersection Summary EAPC AM Peak Hour 3: Jackson St. & Odlum Dr./Avenue 49 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 73 1 24 11 1 66 7 603 4 23 457 18 Future Volume (veh/h) 73 1 24 11 1 66 7 603 4 23 457 18 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 81 1 27 12 1 73 8 670 4 26 508 20
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 138 1 284 34 20 113 17 1271 8 43 2483 1107
Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.01 0.91 0.91 0.05 1.00 1.00 Sat Flow, veh/h 439 8 1585 0 113 633 1781 1857 11 1781 3554 1585 Grp Volume(v), veh/h 82 0 27 86 0 0 8 0 674 26 508 20
Grp Sat Flow(s),veh/h/ln 447 0 1585 746 0 0 1781 0 1868 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 1.7 0.0 0.0 0.0 0.5 0.0 7.5 1.7 0.0 0.0 Cycle Q Clear(g_c), s 21.5 0.0 1.7 21.5 0.0 0.0 0.5 0.0 7.5 1.7 0.0 0.0 Prop In Lane 0.99 1.00 0.14 0.85 1.00 0.01 1.00 1.00
Lane Grp Cap(c), veh/h 140 0 284 168 0 0 17 0 1278 43 2483 1107 V/C Ratio(X) 0.59 0.00 0.10 0.51 0.00 0.00 0.46 0.00 0.53 0.60 0.20 0.02 Avail Cap(c_a), veh/h 140 0 284 168 0 0 96 0 1278 126 2483 1107 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.92 0.92 0.92 Uniform Delay (d), s/veh 49.5 0.0 41.1 43.3 0.0 0.0 58.9 0.0 2.0 56.5 0.0 0.0 Incr Delay (d2), s/veh 6.2 0.0 0.1 2.6 0.0 0.0 17.8 0.0 1.6 11.9 0.2 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 %ile BackOfQ(50%),veh/ln 2.7 0.0 0.7 2.3 0.0 0.0 0.3 0.0 2.0 0.9 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.7 0.0 41.3 45.9 0.0 0.0 76.7 0.0 3.6 68.4 0.2 0.0 LnGrp LOS E A D D AAEAAEAA
Approach Vol, veh/h 109 86 682 554
Approach Delay, s/veh 52.1 45.9 4.5 3.4
Approach LOS D D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.4 86.6 26.0 5.7 88.3 26.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 8.5 76.5 21.5 6.5 78.5 21.5 Max Q Clear Time (g_c+I1), s 3.7 9.5 23.5 2.5 2.0 23.5
Green Ext Time (p_c), s 0.0 4.6 0.0 0.0 3.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 10.2
HCM 6th LOS B

6.1-8

Page 712 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1215 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-9

Page 713 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1216 of 1319 HCM 6th AWSC EAPC AM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Intersection Delay, s/veh 106.3
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 57 358 83 85 192 98 151 392 29 61 335 106 Future Vol, veh/h 57 358 83 85 192 98 151 392 29 61 335 106 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 222222222222
Mvmt Flow 63 393 91 93 211 108 166 431 32 67 368 116
Number of Lanes 111110110120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2332
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2323
HCM Control Delay 120.1 68.2 178.1 39.1

HCM LOS F F F E

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 93% 0% 100% 0% 0% 66% 0% 100% 51%
Vol Right, % 0% 7% 0% 0% 100% 0% 34% 0% 0% 49%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 151 421 57 358 83 85 290 61 223 218 LT Vol 151 0 57 0 0 85 0 61 0 0
Through Vol 0 392 0 358 0 0 192 0 223 112
RT Vol 0 29 0 0 83 0 98 0 0 106
Lane Flow Rate 166 463 63 393 91 93 319 67 245 239
Geometry Grp 8888888888
Degree of Util (X) 0.53 1.409 0.203 1.221 0.265 0.304 0.972 0.214 0.75 0.709 Departure Headway (Hd) 12.145 11.57 12.593 12.066 11.327 12.996 12.219 12.887 12.357 11.995 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 299 319 287 303 319 278 300 280 295 304
Service Time 9.845 9.27 10.293 9.766 9.027 10.696 9.919 10.587 10.057 9.695 HCM Lane V/C Ratio 0.555 1.451 0.22 1.297 0.285 0.335 1.063 0.239 0.831 0.786 HCM Control Delay 27.8 232 18.5 159.9 18.1 21.3 82 19.1 44.4 39.3 HCM Lane LOS D F C F C C F C E E
HCM 95th-tile Q 2.9 23 0.7 16.5 1 1.2 9.9 0.8 5.6 5

6.1-10

Page 714 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1217 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 57 358 83 85 192 98 151 392 29 61 335 106 Future Volume (vph) 57 358 83 85 192 98 151 392 29 61 335 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 250 70 0 200 0 145 0
Storage Lanes 1 1 1 0 1 0 1 0
Taper Length (ft) 90 60 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 50 50
Link Distance (ft) 2729 1208 1075 2241
Travel Time (s) 37.2 16.5 14.7 30.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Shared Lane Traffic (%)
Turn Type Prot NA Perm Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4
Detector Phase 74438 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 14.4 41.0 41.0 17.0 43.6 23.0 48.0 14.0 39.0 Total Split (%) 12.0% 34.2% 34.2% 14.2% 36.3% 19.2% 40.0% 11.7% 32.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 4: Jackson St. & Avenue 50

6.1-11

Page 715 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1218 of 1319 HCM 6th Signalized Intersection Summary EAPC AM Peak Hour 4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 57 358 83 85 192 98 151 392 29 61 335 106 Future Volume (veh/h) 57 358 83 85 192 98 151 392 29 61 335 106 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 63 393 91 93 211 108 166 431 32 67 368 116 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222
Cap, veh/h 81 439 369 117 296 151 195 863 64 85 1175 365 Arrive On Green 0.05 0.23 0.23 0.07 0.25 0.25 0.11 0.50 0.50 0.10 0.88 0.88 Sat Flow, veh/h 1781 1870 1575 1781 1162 595 1781 1719 128 1781 2666 829 Grp Volume(v), veh/h 63 393 91 93 0 319 166 0 463 67 244 240 Grp Sat Flow(s),veh/h/ln 1781 1870 1575 1781 0 1756 1781 0 1847 1781 1777 1718 Q Serve(g_s), s 4.2 24.4 5.6 6.2 0.0 19.9 11.0 0.0 20.0 4.4 2.7 2.8 Cycle Q Clear(g_c), s 4.2 24.4 5.6 6.2 0.0 19.9 11.0 0.0 20.0 4.4 2.7 2.8 Prop In Lane 1.00 1.00 1.00 0.34 1.00 0.07 1.00 0.48
Lane Grp Cap(c), veh/h 81 439 369 117 0 447 195 0 927 85 783 757 V/C Ratio(X) 0.78 0.90 0.25 0.80 0.00 0.71 0.85 0.00 0.50 0.78 0.31 0.32 Avail Cap(c_a), veh/h 147 569 479 186 0 572 275 0 927 141 783 757 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.7 44.5 37.3 55.3 0.0 40.7 52.5 0.0 19.9 53.6 4.1 4.1 Incr Delay (d2), s/veh 14.5 14.0 0.3 11.7 0.0 3.0 16.3 0.0 1.9 14.5 1.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 12.5 2.1 3.1 0.0 8.6 5.6 0.0 8.4 2.2 1.0 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.2 58.5 37.7 66.9 0.0 43.7 68.8 0.0 21.8 68.1 5.2 5.3 LnGrp LOS E E D E A D E A C E A A
Approach Vol, veh/h 547 412 629 551
Approach Delay, s/veh 56.5 49.0 34.2 12.9
Approach LOS E D C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.3 64.7 12.4 32.6 17.6 57.4 10.0 35.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 43.5 12.5 36.5 18.5 34.5 9.9 39.1 Max Q Clear Time (g_c+I1), s 6.4 22.0 8.2 26.4 13.0 4.8 6.2 21.9 Green Ext Time (p_c), s 0.0 2.5 0.1 1.7 0.2 2.6 0.0 1.5 Intersection Summary
HCM 6th Ctrl Delay 37.3
HCM 6th LOS D

6.1-12

Page 716 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1219 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 14 33 581 5 12 480
Future Volume (vph) 14 33 581 5 12 480
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 150 150 50
Storage Lanes 0 0 0 1
Taper Length (ft) 60 60
Link Speed (mph) 30 50 50
Link Distance (ft) 327 2241 569
Travel Time (s) 7.4 30.6 7.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

6.1-13

Page 717 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1220 of 1319 HCM 6th TWSC EAPC AM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 14 33 581 5 12 480
Future Vol, veh/h 14 33 581 5 12 480
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - - - - 50 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 15 36 632 5 13 522
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 922 635 0 0 637 0
Stage 1 635 -----
Stage 2 287 -----
Critical Hdwy 6.63 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 -----
Critical Hdwy Stg 2 5.83 -----
Follow-up Hdwy 3.519 3.319 - - 2.219 -
Pot Cap-1 Maneuver 284 478 - - 945 -
Stage 1 527 -----
Stage 2 737 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 280 478 - - 945 -
Mov Cap-2 Maneuver 401 -----
Stage 1 527 -----
Stage 2 727 -----
Approach WB NB SB
HCM Control Delay, s 14 0 0.2

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 452 945 -
HCM Lane V/C Ratio - - 0.113 0.014 -
HCM Control Delay (s) - - 14 8.9 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.4 0 -

6.1-14

Page 718 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1221 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 17 10 1 48 29 1
Future Volume (vph) 17 10 1 48 29 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 150 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 422 456 299
Travel Time (s) 9.6 10.4 6.8
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

6.1-15

Page 719 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1222 of 1319 HCM 6th TWSC EAPC AM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 2.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 17 10 1 48 29 1
Future Vol, veh/h 17 10 1 48 29 1
Conflicting Peds, #/hr 0 55055
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 18 11 1 52 32 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 34 0 88 34
Stage 1 - - - - 29 -
Stage 2 - - - - 59 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1578 - 913 1039
Stage 1 - - - - 994 -
Stage 2 - - - - 964 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1570 - 903 1029
Mov Cap-2 Maneuver - - - - 903 -
Stage 1 - - - - 989 -
Stage 2 - - - - 958 -
Approach EB WB NB
HCM Control Delay, s 0 0.1 9.1

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 907 - - 1570 -
HCM Lane V/C Ratio 0.036 - - 0.001 -
HCM Control Delay (s) 9.1 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -

6.1-16

Page 720 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1223 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
7: Avenue 49 & Camino Rosarito
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 10 7 19 1 1 29
Future Volume (vph) 10 7 19 1 1 29
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 0 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 456 435 454
Travel Time (s) 10.4 9.9 10.3
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

6.1-17

Page 721 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1224 of 1319 HCM 6th TWSC EAPC AM Peak Hour
7: Avenue 49 & Camino Rosarito
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 4.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 7 19 1 1 29
Future Vol, veh/h 10 7 19 1 1 29
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 11 8 21 1 1 32
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 27 0 - 0 62 32
Stage 1 - - - - 27 -
Stage 2 - - - - 35 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1587 - - - 944 1042
Stage 1 - - - - 996 -
Stage 2 - - - - 987 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1579 - - - 928 1032
Mov Cap-2 Maneuver - - - - 928 -
Stage 1 - - - - 984 -
Stage 2 - - - - 982 -
Approach EB WB SB
HCM Control Delay, s 4.3 0 8.6

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1579 - - - 1028
HCM Lane V/C Ratio 0.007 - - - 0.032
HCM Control Delay (s) 7.3 0 - - 8.6
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.1

6.1-18

Page 722 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1225 of 1319 Lanes, Volumes, Timings EAPC AM Peak Hour
8: Song Sparrow Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 1 7 1 1 19 1
Future Volume (vph) 1 7 1 1 19 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 150 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 435 924 299
Travel Time (s) 9.9 21.0 6.8
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

6.1-19

Page 723 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1226 of 1319 HCM 6th TWSC EAPC AM Peak Hour
8: Song Sparrow Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1 7 1 1 19 1
Future Vol, veh/h 1 7 1 1 19 1
Conflicting Peds, #/hr 0 55055
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1 8 1 1 21 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 14 0 18 15
Stage 1 - - - - 10 -
Stage 2 - - - - 8 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1604 - 1000 1065
Stage 1 - - - - 1013 -
Stage 2 - - - - 1015 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1596 - 989 1055
Mov Cap-2 Maneuver - - - - 989 -
Stage 1 - - - - 1008 -
Stage 2 - - - - 1009 -
Approach EB WB NB
HCM Control Delay, s 0 3.6 8.7

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 992 - - 1596 -
HCM Lane V/C Ratio 0.022 - - 0.001 -
HCM Control Delay (s) 8.7 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -

6.1-20

Page 724 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1227 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 152 359 219 40 295 71 134 570 37 68 736 100 Future Volume (vph) 152 359 219 40 295 71 134 570 37 68 736 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 145 150 145 150 135 150 145 150
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 90 90 115
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 40 40 45 45
Link Distance (ft) 1076 928 2709 800
Travel Time (s) 18.3 15.8 41.0 12.1
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Shared Lane Traffic (%)
Turn Type pm+pt NA pm+pt NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 4.0 5.0 4.0 5.0 4.0 5.0 4.0
Minimum Split (s) 9.5 20.0 9.5 20.0 9.5 20.0 9.5 20.0
Total Split (s) 9.5 20.0 9.5 20.0 10.4 21.0 9.5 20.1
Total Split (%) 15.8% 33.3% 15.8% 33.3% 17.3% 35.0% 15.8% 33.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 0.5 1.0 0.5 1.0 0.5 1.0 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 59.5 (99%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 1: Jackson St. & Dr. Carreon Bl.

6.1-21

Page 725 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1228 of 1319 HCM 6th Signalized Intersection Summary EAPC PM Peak Hour 1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 152 359 219 40 295 71 134 570 37 68 736 100 Future Volume (veh/h) 152 359 219 40 295 71 134 570 37 68 736 100 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 173 408 249 45 335 81 152 648 42 77 836 114 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222
Cap, veh/h 353 502 303 239 559 133 175 1276 83 107 1064 145 Arrive On Green 0.08 0.24 0.24 0.04 0.20 0.20 0.10 0.38 0.38 0.06 0.34 0.34 Sat Flow, veh/h 1781 2130 1286 1781 2846 679 1781 3388 219 1781 3142 428 Grp Volume(v), veh/h 173 340 317 45 207 209 152 340 350 77 473 477 Grp Sat Flow(s),veh/h/ln 1781 1777 1639 1781 1777 1748 1781 1777 1831 1781 1777 1793 Q Serve(g_s), s 4.6 10.8 11.0 1.2 6.4 6.5 5.0 8.8 8.9 2.5 14.4 14.4 Cycle Q Clear(g_c), s 4.6 10.8 11.0 1.2 6.4 6.5 5.0 8.8 8.9 2.5 14.4 14.4 Prop In Lane 1.00 0.78 1.00 0.39 1.00 0.12 1.00 0.24
Lane Grp Cap(c), veh/h 353 419 386 239 349 343 175 669 690 107 602 607 V/C Ratio(X) 0.49 0.81 0.82 0.19 0.59 0.61 0.87 0.51 0.51 0.72 0.79 0.79 Avail Cap(c_a), veh/h 353 474 437 309 474 466 175 669 690 148 602 607 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.82 0.82 0.82 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.7 21.7 21.7 18.4 21.9 22.0 26.7 14.4 14.4 27.7 17.9 17.9 Incr Delay (d2), s/veh 1.1 9.2 10.8 0.4 1.6 1.7 29.4 2.2 2.2 9.7 10.0 9.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 5.0 4.9 0.5 2.5 2.6 3.3 3.3 3.4 1.3 6.5 6.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.7 30.9 32.5 18.8 23.6 23.7 56.0 16.7 16.6 37.4 27.8 27.8 LnGrp LOS B C C B C C E B B D C C
Approach Vol, veh/h 830 461 842 1027
Approach Delay, s/veh 29.0 23.2 23.7 28.5
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.1 26.6 7.1 18.1 10.4 24.3 9.5 15.8 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.0 17.0 5.0 16.0 5.9 16.1 5.0 16.0 Max Q Clear Time (g_c+I1), s 4.5 10.9 3.2 13.0 7.0 16.4 6.6 8.5 Green Ext Time (p_c), s 0.0 2.0 0.0 1.1 0.0 0.0 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 26.6
HCM 6th LOS C

6.1-22

Page 726 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1229 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 135 663 303 89 558 97 282 484 86 189 594 93 Future Volume (vph) 135 663 303 89 558 97 282 484 86 189 594 93 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 205 0 205 0 150 0 140 0
Storage Lanes 1 1 1 0 2 0 2 0
Taper Length (ft) 90 90 100 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 45 45
Link Distance (ft) 1172 1753 2602 2709
Travel Time (s) 16.0 23.9 39.4 41.0
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
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 Shared Lane Traffic (%)
Turn Type Prot NA Perm Prot NA Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2
Detector Phase 52216 38 74
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 23.0 41.0 41.0 18.0 36.0 22.0 44.0 17.0 39.0 Total Split (%) 19.2% 34.2% 34.2% 15.0% 30.0% 18.3% 36.7% 14.2% 32.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max None Max None Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 2: Jackson St. & Avenue 48

6.1-23

Page 727 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1230 of 1319 HCM 6th Signalized Intersection Summary EAPC PM Peak Hour 2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 135 663 303 89 558 97 282 484 86 189 594 93 Future Volume (veh/h) 135 663 303 89 558 97 282 484 86 189 594 93 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 144 705 322 95 594 103 300 515 91 201 632 99 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, % 222222222222
Cap, veh/h 172 1349 599 119 1534 262 365 993 175 257 917 143 Arrive On Green 0.10 0.38 0.38 0.07 0.35 0.35 0.11 0.33 0.33 0.15 0.60 0.60 Sat Flow, veh/h 1781 3554 1579 1781 4387 749 3456 3018 531 3456 3077 481 Grp Volume(v), veh/h 144 705 322 95 459 238 300 302 304 201 365 366 Grp Sat Flow(s),veh/h/ln 1781 1777 1579 1781 1702 1732 1728 1777 1772 1728 1777 1781 Q Serve(g_s), s 9.5 18.4 19.1 6.3 12.2 12.4 10.2 16.5 16.7 6.7 16.9 17.0 Cycle Q Clear(g_c), s 9.5 18.4 19.1 6.3 12.2 12.4 10.2 16.5 16.7 6.7 16.9 17.0 Prop In Lane 1.00 1.00 1.00 0.43 1.00 0.30 1.00 0.27
Lane Grp Cap(c), veh/h 172 1349 599 119 1190 606 365 585 583 257 529 531 V/C Ratio(X) 0.84 0.52 0.54 0.80 0.39 0.39 0.82 0.52 0.52 0.78 0.69 0.69 Avail Cap(c_a), veh/h 275 1349 599 200 1190 606 504 585 583 360 529 531 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.48 0.48 0.48 Uniform Delay (d), s/veh 53.3 28.8 29.0 55.2 29.3 29.4 52.6 32.5 32.6 50.1 20.4 20.5 Incr Delay (d2), s/veh 11.6 1.5 3.4 11.4 0.9 1.9 7.6 3.2 3.3 3.6 3.5 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 7.7 7.5 3.1 4.9 5.3 4.7 7.4 7.4 2.8 5.2 5.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.9 30.3 32.4 66.6 30.3 31.3 60.2 35.8 35.9 53.7 24.0 24.0 LnGrp LOS E C C E C C E DDDCC
Approach Vol, veh/h 1171 792 906 932
Approach Delay, s/veh 35.1 34.9 43.9 30.4
Approach LOS DCDC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.5 50.0 17.2 40.2 16.1 46.5 13.4 44.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 36.5 17.5 34.5 18.5 31.5 12.5 39.5 Max Q Clear Time (g_c+I1), s 8.3 21.1 12.2 19.0 11.5 14.4 8.7 18.7 Green Ext Time (p_c), s 0.1 4.8 0.5 3.7 0.2 3.7 0.2 3.3 Intersection Summary
HCM 6th Ctrl Delay 36.0
HCM 6th LOS D

6.1-24

Page 728 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1231 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-25

Page 729 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1232 of 1319 HCM 6th TWSC EAPC PM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 14.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 60 1 25 7 1 45 21 639 11 74 768 74
Future Vol, veh/h 60 1 25 7 1 45 21 639 11 74 768 74
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 50 - - - 100 - - 100 - 205
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 22222222222
Mvmt Flow 65 1 27 8 1 48 23 687 12 80 826 80
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1750 1731 413 1313 1805 693 906 0 0 699 0 0 Stage 1 986 986 - 739 739 -------
Stage 2 764 745 - 574 1066 -------
Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 -------
Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 -------
Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.219 - - 2.219 - - Pot Cap-1 Maneuver ~ 61 88 589 125 79 442 749 - - 896 - - Stage 1 267 325 - 408 423 -------
Stage 2 395 420 - 472 298 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 49 78 589 108 70 442 749 - - 896 - - Mov Cap-2 Maneuver ~ 49 78 - 108 70 -------
Stage 1 259 296 - 395 410 -------
Stage 2 340 407 - 409 271 -------
Approach EB WB NB SB
HCM Control Delay, s 271.7 20.2 0.3 0.8

HCM LOS F C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 749 - - 49 589 293 896 - -
HCM Lane V/C Ratio 0.03 - - 1.339 0.046 0.195 0.089 - - HCM Control Delay (s) 10 - -$ 378.4 11.4 20.2 9.4 - -
HCM Lane LOS A - - F B C A - -
HCM 95th %tile Q(veh) 0.1 - - 6.1 0.1 0.7 0.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

6.1-26

Page 730 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1233 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 60 1 25 7 1 45 21 639 11 74 768 74 Future Volume (vph) 60 1 25 7 1 45 21 639 11 74 768 74
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 50 150 150 100 150 100 205
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 60 60 60 60
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 50 50
Link Distance (ft) 590 422 569 2602
Travel Time (s) 13.4 9.6 7.8 35.5
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 Shared Lane Traffic (%)
Turn Type Perm NA Perm Perm NA Prot NA Prot NA Perm
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 4 8 6
Detector Phase 44488 52 166
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s) 24.0 24.0 24.0 24.0 24.0 12.0 77.0 19.0 84.0 84.0 Total Split (%) 20.0% 20.0% 20.0% 20.0% 20.0% 10.0% 64.2% 15.8% 70.0% 70.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max C-Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 3: Jackson St. & Odlum Dr./Avenue 49

6.1-27

Page 731 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1234 of 1319 HCM 6th Signalized Intersection Summary EAPC PM Peak Hour 3: Jackson St. & Odlum Dr./Avenue 49 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 1 25 7 1 45 21 639 11 74 768 74 Future Volume (veh/h) 60 1 25 7 1 45 21 639 11 74 768 74 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 65 1 27 8 1 48 23 687 12 80 826 80 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 145 2 160 38 14 94 40 1337 23 101 2715 1211
Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 0.04 1.00 1.00 0.11 1.00 1.00 Sat Flow, veh/h 844 18 1585 36 139 933 1781 1833 32 1781 3554 1585 Grp Volume(v), veh/h 66 0 27 57 0 0 23 0 699 80 826 80
Grp Sat Flow(s),veh/h/ln 862 0 1585 1108 0 0 1781 0 1865 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 1.9 0.1 0.0 0.0 1.5 0.0 0.0 5.2 0.0 0.0 Cycle Q Clear(g_c), s 10.2 0.0 1.9 10.3 0.0 0.0 1.5 0.0 0.0 5.2 0.0 0.0 Prop In Lane 0.98 1.00 0.14 0.84 1.00 0.02 1.00 1.00
Lane Grp Cap(c), veh/h 147 0 160 146 0 0 40 0 1360 101 2715 1211 V/C Ratio(X) 0.45 0.00 0.17 0.39 0.00 0.00 0.58 0.00 0.51 0.79 0.30 0.07 Avail Cap(c_a), veh/h 230 0 258 242 0 0 111 0 1360 215 2715 1211 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.76 0.76 0.76 Uniform Delay (d), s/veh 53.0 0.0 49.3 50.3 0.0 0.0 56.8 0.0 0.0 52.5 0.0 0.0 Incr Delay (d2), s/veh 2.2 0.0 0.5 1.7 0.0 0.0 12.6 0.0 1.4 10.0 0.2 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 %ile BackOfQ(50%),veh/ln 2.0 0.0 0.8 1.7 0.0 0.0 0.8 0.0 0.5 2.4 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.2 0.0 49.8 52.0 0.0 0.0 69.4 0.0 1.4 62.5 0.2 0.1 LnGrp LOS E A D D AAEAAEAA
Approach Vol, veh/h 93 57 722 986
Approach Delay, s/veh 53.6 52.0 3.6 5.3
Approach LOS D D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.3 92.0 16.7 7.2 96.1 16.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 14.5 72.5 19.5 7.5 79.5 19.5 Max Q Clear Time (g_c+I1), s 7.2 2.0 12.2 3.5 2.0 12.3
Green Ext Time (p_c), s 0.1 4.9 0.2 0.0 6.3 0.1
Intersection Summary
HCM 6th Ctrl Delay 8.5
HCM 6th LOS A
Notes
User approved pedestrian interval to be less than phase max green.

6.1-28

Page 732 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1235 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-29

Page 733 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1236 of 1319 HCM 6th AWSC EAPC PM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Intersection Delay, s/veh 159.9
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 44 296 137 105 356 116 95 419 32 135 538 94 Future Vol, veh/h 44 296 137 105 356 116 95 419 32 135 538 94 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles, % 222222222222
Mvmt Flow 45 305 141 108 367 120 98 432 33 139 555 97
Number of Lanes 111110110120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2332
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2323
HCM Control Delay 68.4 253.7 239 89.8

HCM LOS FFFF

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 93% 0% 100% 0% 0% 75% 0% 100% 66%
Vol Right, % 0% 7% 0% 0% 100% 0% 25% 0% 0% 34%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 95 451 44 296 137 105 472 135 359 273 LT Vol 95 0 44 0 0 105 0 135 0 0
Through Vol 0 419 0 296 0 0 356 0 359 179
RT Vol 0 32 0 0 137 0 116 0 0 94
Lane Flow Rate 98 465 45 305 141 108 487 139 370 282
Geometry Grp 8888888888
Degree of Util (X) 0.335 1.523 0.154 0.997 0.434 0.37 1.573 0.448 1.138 0.849 Departure Headway (Hd) 13.651 13.07 14.538 14.002 13.251 13.555 12.845 13.92 13.384 13.126 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 265 284 248 262 274 267 287 260 274 279
Service Time 11.351 10.77 12.238 11.702 10.951 11.255 10.545 11.62 11.084 10.826 HCM Lane V/C Ratio 0.37 1.637 0.181 1.164 0.515 0.404 1.697 0.535 1.35 1.011 HCM Control Delay 23.1 284.5 19.9 95.3 25.7 24 304.8 27.4 135.6 60.4 HCM Lane LOS C F C F D C F D F F
HCM 95th-tile Q 1.4 24.4 0.5 9.8 2.1 1.6 26.3 2.2 13.3 7.1

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Page 734 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1237 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 44 296 137 105 356 116 95 419 32 135 538 94 Future Volume (vph) 44 296 137 105 356 116 95 419 32 135 538 94 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 250 70 0 200 0 145 0
Storage Lanes 1 1 1 0 1 0 1 0
Taper Length (ft) 90 60 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 50 50
Link Distance (ft) 2729 1208 1075 2241
Travel Time (s) 37.2 16.5 14.7 30.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Shared Lane Traffic (%)
Turn Type Prot NA Perm Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4
Detector Phase 74438 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 11.0 36.8 36.8 19.2 45.0 17.8 45.0 19.0 46.2 Total Split (%) 9.2% 30.7% 30.7% 16.0% 37.5% 14.8% 37.5% 15.8% 38.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 4: Jackson St. & Avenue 50

6.1-31

Page 735 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1238 of 1319 HCM 6th Signalized Intersection Summary EAPC PM Peak Hour 4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\102 - WP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 44 296 137 105 356 116 95 419 32 135 538 94 Future Volume (veh/h) 44 296 137 105 356 116 95 419 32 135 538 94 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 45 305 141 108 367 120 98 432 33 139 555 97 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222
Cap, veh/h 58 470 396 134 396 129 122 740 57 164 1375 240 Arrive On Green 0.03 0.25 0.25 0.08 0.29 0.29 0.07 0.43 0.43 0.18 0.91 0.91 Sat Flow, veh/h 1781 1870 1576 1781 1346 440 1781 1715 131 1781 3024 527 Grp Volume(v), veh/h 45 305 141 108 0 487 98 0 465 139 325 327 Grp Sat Flow(s),veh/h/ln 1781 1870 1576 1781 0 1787 1781 0 1846 1781 1777 1773 Q Serve(g_s), s 3.0 17.5 8.8 7.2 0.0 31.7 6.5 0.0 23.0 9.1 3.1 3.2 Cycle Q Clear(g_c), s 3.0 17.5 8.8 7.2 0.0 31.7 6.5 0.0 23.0 9.1 3.1 3.2 Prop In Lane 1.00 1.00 1.00 0.25 1.00 0.07 1.00 0.30
Lane Grp Cap(c), veh/h 58 470 396 134 0 525 122 0 797 164 808 807 V/C Ratio(X) 0.78 0.65 0.36 0.81 0.00 0.93 0.80 0.00 0.58 0.85 0.40 0.40 Avail Cap(c_a), veh/h 96 503 424 218 0 603 197 0 797 215 808 807 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.6 40.2 36.9 54.6 0.0 41.1 55.1 0.0 25.9 48.1 3.1 3.1 Incr Delay (d2), s/veh 19.7 2.7 0.5 10.9 0.0 19.2 11.3 0.0 3.1 20.9 1.5 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 8.1 3.3 3.5 0.0 16.0 3.2 0.0 10.1 4.5 1.1 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 77.3 42.8 37.5 65.5 0.0 60.3 66.3 0.0 29.0 69.0 4.6 4.6 LnGrp LOS E D D EAEEACEAA
Approach Vol, veh/h 491 595 563 791
Approach Delay, s/veh 44.5 61.3 35.5 15.9
Approach LOS D E D B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.5 56.3 13.5 34.7 12.8 59.1 8.4 39.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 14.5 40.5 14.7 32.3 13.3 41.7 6.5 40.5 Max Q Clear Time (g_c+I1), s 11.1 25.0 9.2 19.5 8.5 5.2 5.0 33.7 Green Ext Time (p_c), s 0.1 2.2 0.1 1.6 0.1 3.8 0.0 1.5 Intersection Summary
HCM 6th Ctrl Delay 37.2
HCM 6th LOS D

6.1-32

Page 736 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1239 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 10 22 649 16 37 763
Future Volume (vph) 10 22 649 16 37 763
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 150 150 50
Storage Lanes 0 0 0 1
Taper Length (ft) 60 60
Link Speed (mph) 30 50 50
Link Distance (ft) 327 2241 569
Travel Time (s) 7.4 30.6 7.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

6.1-33

Page 737 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1240 of 1319 HCM 6th TWSC EAPC PM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 10 22 649 16 37 763
Future Vol, veh/h 10 22 649 16 37 763
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - - - - 50 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 11 24 705 17 40 829
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1209 714 0 0 722 0
Stage 1 714 -----
Stage 2 495 -----
Critical Hdwy 6.63 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 -----
Critical Hdwy Stg 2 5.83 -----
Follow-up Hdwy 3.519 3.319 - - 2.219 -
Pot Cap-1 Maneuver 188 430 - - 878 -
Stage 1 484 -----
Stage 2 579 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 179 430 - - 878 -
Mov Cap-2 Maneuver 317 -----
Stage 1 484 -----
Stage 2 552 -----
Approach WB NB SB
HCM Control Delay, s 15.2 0 0.4

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 387 878 -
HCM Lane V/C Ratio - - 0.09 0.046 -
HCM Control Delay (s) - - 15.2 9.3 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.3 0.1 -

6.1-34

Page 738 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1241 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-35

Page 739 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1242 of 1319 HCM 6th TWSC EAPC PM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-36

Page 740 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1243 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
7: Avenue 49 & Camino Rosarito
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-37

Page 741 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1244 of 1319 HCM 6th TWSC EAPC PM Peak Hour
7: Avenue 49 & Camino Rosarito
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-38

Page 742 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1245 of 1319 Lanes, Volumes, Timings EAPC PM Peak Hour
8: Song Sparrow Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-39

Page 743 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1246 of 1319 HCM 6th TWSC EAPC PM Peak Hour
8: Song Sparrow Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

6.1-40

Page 744 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1247 of 1319 Tentative Tract 38072 Traffic Analysis
14156‐03 Report.docx
APPENDIX 7.1:

GENERAL PLAN BUILDOUT (2040) WITHOUT PROJECT CONDITIONS

INTERSECTIONOPERATIONS ANALYSIS WORKSHEETS

Page 745 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1248 of 1319 Tentative Tract 38072 Traffic Analysis
14156‐03 Report.docx
This Page Intentionally Left Blank

Page 746 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1249 of 1319 Lanes, Volumes, Timings 2040NP AM Peak Hour
1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 91 225 110 70 320 245 175 855 70 130 430 120 Future Volume (vph) 91 225 110 70 320 245 175 855 70 130 430 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 145 150 145 150 135 150 145 150
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 90 90 115
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 40 40 45 45
Link Distance (ft) 1076 928 2709 800
Travel Time (s) 18.3 15.8 41.0 12.1
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 Shared Lane Traffic (%)
Turn Type pm+pt NA pm+pt NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 4.0 5.0 4.0 5.0 4.0 5.0 4.0
Minimum Split (s) 9.5 20.0 9.5 20.0 9.5 20.0 9.5 20.0
Total Split (s) 9.5 20.0 9.5 20.0 10.0 20.5 10.0 20.5
Total Split (%) 15.8% 33.3% 15.8% 33.3% 16.7% 34.2% 16.7% 34.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 0.5 1.0 0.5 1.0 0.5 1.0 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 59.5 (99%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 1: Jackson St. & Dr. Carreon Bl.

7.1-1

Page 747 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1250 of 1319 HCM 6th Signalized Intersection Summary 2040NP AM Peak Hour 1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 91 225 110 70 320 245 175 855 70 130 430 120 Future Volume (veh/h) 91 225 110 70 320 245 175 855 70 130 430 120 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 105 259 126 80 368 282 201 983 80 149 494 138 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, % 222222222222
Cap, veh/h 283 569 269 375 454 343 163 1067 87 163 880 245 Arrive On Green 0.07 0.24 0.24 0.06 0.24 0.24 0.09 0.32 0.32 0.09 0.32 0.32 Sat Flow, veh/h 1781 2342 1106 1781 1928 1457 1781 3328 271 1781 2747 763 Grp Volume(v), veh/h 105 195 190 80 339 311 201 525 538 149 319 313 Grp Sat Flow(s),veh/h/ln 1781 1777 1671 1781 1777 1608 1781 1777 1822 1781 1777 1733 Q Serve(g_s), s 2.6 5.6 5.8 2.0 10.8 11.0 5.5 17.1 17.1 5.0 8.9 9.0 Cycle Q Clear(g_c), s 2.6 5.6 5.8 2.0 10.8 11.0 5.5 17.1 17.1 5.0 8.9 9.0 Prop In Lane 1.00 0.66 1.00 0.91 1.00 0.15 1.00 0.44
Lane Grp Cap(c), veh/h 283 432 406 375 419 379 163 570 584 163 570 555 V/C Ratio(X) 0.37 0.45 0.47 0.21 0.81 0.82 1.23 0.92 0.92 0.91 0.56 0.56 Avail Cap(c_a), veh/h 309 474 446 414 474 429 163 570 584 163 570 555 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 0.61 0.61 0.61 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.6 19.3 19.4 15.8 21.7 21.7 27.3 19.7 19.7 27.0 16.9 16.9 Incr Delay (d2), s/veh 0.8 0.7 0.8 0.3 9.1 11.0 132.1 15.7 15.4 45.8 3.9 4.1 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 1.0 2.1 2.1 0.7 5.0 4.8 8.1 8.3 8.4 4.0 3.6 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.4 20.0 20.2 16.1 30.8 32.7 159.4 35.3 35.1 72.8 20.8 21.0 LnGrp LOS B C C B C C F D D E C C
Approach Vol, veh/h 490 730 1264 781
Approach Delay, s/veh 19.5 30.0 54.9 30.8
Approach LOS B C D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 23.2 8.2 18.6 10.0 23.2 8.6 18.1 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.5 16.5 5.0 16.0 5.5 16.5 5.0 16.0 Max Q Clear Time (g_c+I1), s 7.0 19.1 4.0 7.8 7.5 11.0 4.6 13.0 Green Ext Time (p_c), s 0.0 0.0 0.0 1.3 0.0 1.7 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 38.3
HCM 6th LOS D

7.1-2

Page 748 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1251 of 1319 Lanes, Volumes, Timings 2040NP AM Peak Hour
2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 125 450 230 90 800 80 585 790 115 110 370 100 Future Volume (vph) 125 450 230 90 800 80 585 790 115 110 370 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 205 0 205 0 150 0 140 0
Storage Lanes 1 1 1 0 2 0 2 0
Taper Length (ft) 90 90 100 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 45 45
Link Distance (ft) 1172 1753 2602 2709
Travel Time (s) 16.0 23.9 39.4 41.0
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
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 Shared Lane Traffic (%)
Turn Type Prot NA Perm Prot NA Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2
Detector Phase 52216 38 74
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 20.0 39.2 39.2 17.8 37.0 35.0 49.9 13.1 28.0 Total Split (%) 16.7% 32.7% 32.7% 14.8% 30.8% 29.2% 41.6% 10.9% 23.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max None Max None Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 54 (45%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 2: Jackson St. & Avenue 48

7.1-3

Page 749 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1252 of 1319 HCM 6th Signalized Intersection Summary 2040NP AM Peak Hour 2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 125 450 230 90 800 80 585 790 115 110 370 100 Future Volume (veh/h) 125 450 230 90 800 80 585 790 115 110 370 100 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 134 484 247 97 860 86 629 849 124 118 398 108 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 161 1256 558 121 1561 155 710 1176 172 173 617 165 Arrive On Green 0.09 0.35 0.35 0.07 0.33 0.33 0.21 0.38 0.38 0.02 0.07 0.07 Sat Flow, veh/h 1781 3554 1578 1781 4718 470 3456 3109 454 3456 2766 742 Grp Volume(v), veh/h 134 484 247 97 620 326 629 485 488 118 254 252 Grp Sat Flow(s),veh/h/ln 1781 1777 1578 1781 1702 1783 1728 1777 1786 1728 1777 1731 Q Serve(g_s), s 8.9 12.2 14.4 6.4 17.9 18.0 21.2 28.0 28.0 4.1 16.7 17.0 Cycle Q Clear(g_c), s 8.9 12.2 14.4 6.4 17.9 18.0 21.2 28.0 28.0 4.1 16.7 17.0 Prop In Lane 1.00 1.00 1.00 0.26 1.00 0.25 1.00 0.43
Lane Grp Cap(c), veh/h 161 1256 558 121 1127 590 710 672 676 173 396 386 V/C Ratio(X) 0.83 0.39 0.44 0.80 0.55 0.55 0.89 0.72 0.72 0.68 0.64 0.65 Avail Cap(c_a), veh/h 230 1256 558 197 1127 590 878 672 676 248 396 386 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.81 0.81 Uniform Delay (d), s/veh 53.7 29.0 29.7 55.1 32.8 32.9 46.3 31.9 31.9 58.0 50.9 51.1 Incr Delay (d2), s/veh 15.7 0.9 2.5 11.3 1.9 3.7 9.2 6.6 6.6 3.8 6.3 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 4.5 5.1 5.7 3.2 7.3 8.0 9.7 12.7 12.8 1.9 8.6 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.3 29.9 32.3 66.4 34.8 36.6 55.5 38.5 38.5 61.8 57.3 57.9 LnGrp LOS E C C E C D E D D E E E
Approach Vol, veh/h 865 1043 1602 624
Approach Delay, s/veh 36.7 38.3 45.2 58.4
Approach LOS D D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.7 46.9 29.2 31.3 15.4 44.2 10.5 49.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.3 34.7 30.5 23.5 15.5 32.5 8.6 45.4 Max Q Clear Time (g_c+I1), s 8.4 16.4 23.2 19.0 10.9 20.0 6.1 30.0 Green Ext Time (p_c), s 0.1 3.4 1.5 1.1 0.1 4.4 0.1 5.1 Intersection Summary
HCM 6th Ctrl Delay 43.7
HCM 6th LOS D

7.1-4

Page 750 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1253 of 1319 Lanes, Volumes, Timings 2040NP AM Peak Hour
3: Jackson St. & Odlum Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

7.1-5

Page 751 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1254 of 1319 HCM 6th TWSC 2040NP AM Peak Hour
3: Jackson St. & Odlum Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 2.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 77 25 8 1248 554 19
Future Vol, veh/h 77 25 8 1248 554 19
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 50 100 - - 205
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 22222
Mvmt Flow 86 28 9 1387 616 21
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2021 308 637 0 - 0
Stage 1 616 -----
Stage 2 1405 -----
Critical Hdwy 6.63 6.93 4.13 - - -
Critical Hdwy Stg 1 5.83 -----
Critical Hdwy Stg 2 5.43 -----
Follow-up Hdwy 3.519 3.319 2.219 - - -
Pot Cap-1 Maneuver ~ 57 689 945 - - -
Stage 1 502 -----
Stage 2 226 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 56 689 945 - - -
Mov Cap-2 Maneuver 163 -----
Stage 1 497 -----
Stage 2 226 -----
Approach EB NB SB
HCM Control Delay, s 39.7 0.1 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 945 - 163 689 - -
HCM Lane V/C Ratio 0.009 - 0.525 0.04 - -
HCM Control Delay (s) 8.8 - 49.2 10.4 - -
HCM Lane LOS A - E B - -
HCM 95th %tile Q(veh) 0 - 2.6 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

7.1-6

Page 752 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1255 of 1319 Lanes, Volumes, Timings 2040NP AM Peak Hour
3: Jackson St. & Odlum Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\103 - 2040NP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 77 25 8 1248 554 19
Future Volume (vph) 77 25 8 1248 554 19
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 50 100 205
Storage Lanes 0 1 1 1
Taper Length (ft) 60 60
Right Turn on Red Yes Yes
Link Speed (mph) 30 50 50
Link Distance (ft) 590 2810 2602
Travel Time (s) 13.4 38.3 35.5
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90
Shared Lane Traffic (%)
Turn Type Prot Perm Prot NA NA Perm
Protected Phases 7 5 2 6
Permitted Phases 4 6
Detector Phase 745266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5
Total Split (s) 26.0 26.0 14.0 94.0 80.0 80.0
Total Split (%) 21.7% 21.7% 11.7% 78.3% 66.7% 66.7%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None C-Max C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 3: Jackson St. & Odlum Dr.

7.1-7

Page 753 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1256 of 1319 HCM 6th Signalized Intersection Summary 2040NP AM Peak Hour 3: Jackson St. & Odlum Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\103 - 2040NP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 77 25 8 1248 554 19
Future Volume (veh/h) 77 25 8 1248 554 19
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 86 28 9 1387 616 21
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 222222
Cap, veh/h 115 102 19 3058 2886 1287
Arrive On Green 0.06 0.06 0.01 1.00 1.00 1.00
Sat Flow, veh/h 1781 1585 1781 3647 3647 1585
Grp Volume(v), veh/h 86 28 9 1387 616 21
Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585
Q Serve(g_s), s 5.7 2.0 0.6 0.0 0.0 0.0
Cycle Q Clear(g_c), s 5.7 2.0 0.6 0.0 0.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 115 102 19 3058 2886 1287
V/C Ratio(X) 0.75 0.27 0.47 0.45 0.21 0.02
Avail Cap(c_a), veh/h 319 284 141 3058 2886 1287
HCM Platoon Ratio 1.00 1.00 1.33 1.33 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.39 0.39 0.81 0.81
Uniform Delay (d), s/veh 55.2 53.5 58.8 0.0 0.0 0.0
Incr Delay (d2), s/veh 9.3 1.4 6.7 0.2 0.1 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.9 1.8 0.3 0.1 0.1 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.5 54.9 65.5 0.2 0.1 0.0
LnGrp LOS E D EAAA
Approach Vol, veh/h 114 1396 637
Approach Delay, s/veh 62.1 0.6 0.1
Approach LOS E A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 107.8 12.2 5.8 102.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 89.5 21.5 9.5 75.5
Max Q Clear Time (g_c+I1), s 2.0 7.7 2.6 2.0
Green Ext Time (p_c), s 13.6 0.2 0.0 4.2
Intersection Summary
HCM 6th Ctrl Delay 3.7
HCM 6th LOS A

7.1-8

Page 754 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1257 of 1319 Lanes, Volumes, Timings 2040NP AM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

7.1-9

Page 755 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1258 of 1319 HCM 6th AWSC 2040NP AM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Intersection
Intersection Delay, s/veh 763.5
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 110 380 87 89 650 175 213 1061 79 100 489 150 Future Vol, veh/h 110 380 87 89 650 175 213 1061 79 100 489 150 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 222222222222
Mvmt Flow 121 418 96 98 714 192 234 1166 87 110 537 165 Number of Lanes 111110110120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2332
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2323
HCM Control Delay 180.1 903.2 1259 139.1

HCM LOS FFFF

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 93% 0% 100% 0% 0% 79% 0% 100% 52%
Vol Right, % 0% 7% 0% 0% 100% 0% 21% 0% 0% 48%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 213 1140 110 380 87 89 825 100 326 313 LT Vol 213 0 110 0 0 89 0 100 0 0
Through Vol 0 1061 0 380 0 0 650 0 326 163
RT Vol 0 79 0 0 87 0 175 0 0 150
Lane Flow Rate 234 1253 121 418 96 98 907 110 358 344
Geometry Grp 8888888888
Degree of Util (X) 0.822 4.207 0.429 1.423 0.307 0.355 3.123 0.373 1.165 1.087 Departure Headway (Hd) 16.279 15.68 18.027 17.472 16.696 16.894 16.201 20.505 19.948 19.574 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 225 251 202 213 217 214 236 177 186 189
Service Time 13.979 13.38 15.727 15.172 14.396 14.594 13.901 18.205 17.648 17.274 HCM Lane V/C Ratio 1.04 4.992 0.599 1.962 0.442 0.458 3.843 0.621 1.925 1.82 HCM Control Delay 66.3 1481.8 33.6 257.6 26.6 28.6 997.5 34.9 168.6 141.6 HCM Lane LOS F F D F D D F D F F
HCM 95th-tile Q 6.2 95.8 2 17.3 1.2 1.5 63.1 1.6 10.9 9.7

7.1-10

Page 756 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1259 of 1319 Lanes, Volumes, Timings 2040NP AM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\103 - 2040NP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 110 380 87 89 650 175 213 1061 79 100 489 150 Future Volume (vph) 110 380 87 89 650 175 213 1061 79 100 489 150 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 250 70 0 200 0 145 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 60 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 50 50
Link Distance (ft) 2729 1208 1075 2810
Travel Time (s) 37.2 16.5 14.7 38.3
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 15.0 35.2 17.8 38.0 25.4 53.0 14.0 41.6 Total Split (%) 12.5% 29.3% 14.8% 31.7% 21.2% 44.2% 11.7% 34.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 4: Jackson St. & Avenue 50

7.1-11

Page 757 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1260 of 1319 HCM 6th Signalized Intersection Summary 2040NP AM Peak Hour 4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\103 - 2040NP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 110 380 87 89 650 175 213 1061 79 100 489 150 Future Volume (veh/h) 110 380 87 89 650 175 213 1061 79 100 489 150 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 121 418 96 98 714 192 234 1166 87 110 537 165 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222
Cap, veh/h 146 827 188 122 759 204 262 1403 105 133 926 283 Arrive On Green 0.08 0.29 0.29 0.07 0.27 0.27 0.15 0.42 0.42 0.15 0.69 0.69 Sat Flow, veh/h 1781 2872 654 1781 2765 743 1781 3351 250 1781 2677 819 Grp Volume(v), veh/h 121 257 257 98 459 447 234 618 635 110 356 346 Grp Sat Flow(s),veh/h/ln 1781 1777 1749 1781 1777 1732 1781 1777 1824 1781 1777 1719 Q Serve(g_s), s 8.0 14.5 14.7 6.5 30.3 30.3 15.5 37.2 37.3 7.2 12.3 12.5 Cycle Q Clear(g_c), s 8.0 14.5 14.7 6.5 30.3 30.3 15.5 37.2 37.3 7.2 12.3 12.5 Prop In Lane 1.00 0.37 1.00 0.43 1.00 0.14 1.00 0.48
Lane Grp Cap(c), veh/h 146 512 504 122 488 475 262 744 764 133 615 595 V/C Ratio(X) 0.83 0.50 0.51 0.80 0.94 0.94 0.89 0.83 0.83 0.83 0.58 0.58 Avail Cap(c_a), veh/h 156 512 504 197 496 483 310 744 764 141 615 595 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Uniform Delay (d), s/veh 54.2 35.6 35.7 55.1 42.6 42.6 50.2 31.1 31.1 50.3 14.0 14.0 Incr Delay (d2), s/veh 28.0 0.8 0.9 11.3 26.0 26.5 23.5 10.4 10.3 30.2 3.9 4.1 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 4.6 6.1 6.1 3.2 16.1 15.8 8.3 16.9 17.4 4.0 4.0 3.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 82.2 36.3 36.5 66.3 68.6 69.1 73.7 41.5 41.4 80.5 17.9 18.1 LnGrp LOS F D D EEEEDDFBB
Approach Vol, veh/h 635 1004 1487 812
Approach Delay, s/veh 45.2 68.6 46.5 26.5
Approach LOS D E D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.5 54.7 12.8 39.1 22.2 46.0 14.4 37.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 48.5 13.3 30.7 20.9 37.1 10.5 33.5 Max Q Clear Time (g_c+I1), s 9.2 39.3 8.5 16.7 17.5 14.5 10.0 32.3 Green Ext Time (p_c), s 0.0 4.9 0.1 2.3 0.2 3.9 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 47.8
HCM 6th LOS D

7.1-12

Page 758 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1261 of 1319 Lanes, Volumes, Timings 2040NP PM Peak Hour
1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 155 376 211 50 308 105 128 695 60 165 985 125 Future Volume (vph) 155 376 211 50 308 105 128 695 60 165 985 125 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 145 150 145 150 135 150 145 150
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 90 90 115
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 40 40 45 45
Link Distance (ft) 1076 928 2709 800
Travel Time (s) 18.3 15.8 41.0 12.1
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Shared Lane Traffic (%)
Turn Type pm+pt NA pm+pt NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 4.0 5.0 4.0 5.0 4.0 5.0 4.0
Minimum Split (s) 9.5 20.0 9.5 20.0 9.5 20.0 9.5 20.0
Total Split (s) 9.5 20.0 9.5 20.0 9.5 21.0 9.5 21.0
Total Split (%) 15.8% 33.3% 15.8% 33.3% 15.8% 35.0% 15.8% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 0.5 1.0 0.5 1.0 0.5 1.0 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 59.5 (99%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 1: Jackson St. & Dr. Carreon Bl.

7.1-13

Page 759 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1262 of 1319 HCM 6th Signalized Intersection Summary 2040NP PM Peak Hour 1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 155 376 211 50 308 105 128 695 60 165 985 125 Future Volume (veh/h) 155 376 211 50 308 105 128 695 60 165 985 125 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 176 427 240 57 350 119 145 790 68 188 1119 142 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222
Cap, veh/h 343 523 291 251 537 180 148 1141 98 148 1094 139 Arrive On Green 0.08 0.24 0.24 0.05 0.21 0.21 0.08 0.34 0.34 0.08 0.34 0.34 Sat Flow, veh/h 1781 2201 1226 1781 2614 875 1781 3311 285 1781 3173 402 Grp Volume(v), veh/h 176 344 323 57 236 233 145 424 434 188 626 635 Grp Sat Flow(s),veh/h/ln 1781 1777 1650 1781 1777 1713 1781 1777 1819 1781 1777 1798 Q Serve(g_s), s 4.7 11.0 11.1 1.5 7.3 7.5 4.9 12.3 12.3 5.0 20.7 20.7 Cycle Q Clear(g_c), s 4.7 11.0 11.1 1.5 7.3 7.5 4.9 12.3 12.3 5.0 20.7 20.7 Prop In Lane 1.00 0.74 1.00 0.51 1.00 0.16 1.00 0.22
Lane Grp Cap(c), veh/h 343 422 392 251 365 352 148 613 627 148 613 620 V/C Ratio(X) 0.51 0.82 0.82 0.23 0.65 0.66 0.98 0.69 0.69 1.27 1.02 1.02 Avail Cap(c_a), veh/h 343 474 440 308 474 457 148 613 627 148 613 620 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 0.76 0.76 0.76 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.4 21.6 21.7 17.9 21.9 21.9 27.4 16.9 16.9 27.5 19.7 19.7 Incr Delay (d2), s/veh 1.3 9.6 11.1 0.5 1.9 2.3 57.5 4.8 4.7 162.5 41.9 42.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 5.1 5.0 0.6 2.9 2.9 4.2 4.9 5.0 8.6 14.0 14.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.7 31.2 32.7 18.4 23.8 24.2 84.9 21.8 21.7 190.0 61.5 62.3 LnGrp LOS B C C B C C F C C F F F
Approach Vol, veh/h 843 526 1003 1449
Approach Delay, s/veh 29.2 23.4 30.9 78.5
Approach LOS C C C E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.5 24.7 7.6 18.2 9.5 24.7 9.5 16.3 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.0 17.0 5.0 16.0 5.0 17.0 5.0 16.0 Max Q Clear Time (g_c+I1), s 7.0 14.3 3.5 13.1 6.9 22.7 6.7 9.5 Green Ext Time (p_c), s 0.0 1.3 0.0 1.1 0.0 0.0 0.0 1.4 Intersection Summary
HCM 6th Ctrl Delay 47.5
HCM 6th LOS D

7.1-14

Page 760 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1263 of 1319 Lanes, Volumes, Timings 2040NP PM Peak Hour
2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 143 835 510 105 610 100 470 550 110 200 745 110 Future Volume (vph) 143 835 510 105 610 100 470 550 110 200 745 110 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 205 0 205 0 150 0 140 0
Storage Lanes 1 1 1 0 2 0 2 0
Taper Length (ft) 90 90 100 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 45 45
Link Distance (ft) 1172 1753 2602 2709
Travel Time (s) 16.0 23.9 39.4 41.0
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
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 Shared Lane Traffic (%)
Turn Type Prot NA Perm Prot NA Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2
Detector Phase 52216 38 74
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 19.6 42.0 42.0 15.0 37.4 25.0 45.7 17.3 38.0 Total Split (%) 16.3% 35.0% 35.0% 12.5% 31.2% 20.8% 38.1% 14.4% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max None Max None Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 2: Jackson St. & Avenue 48

7.1-15

Page 761 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1264 of 1319 HCM 6th Signalized Intersection Summary 2040NP PM Peak Hour 2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 143 835 510 105 610 100 470 550 110 200 745 110 Future Volume (veh/h) 143 835 510 105 610 100 470 550 110 200 745 110 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 152 888 543 112 649 106 500 585 117 213 793 117 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, % 222222222222
Cap, veh/h 179 1182 525 137 1368 221 557 1070 213 269 867 128 Arrive On Green 0.10 0.33 0.33 0.08 0.31 0.31 0.16 0.36 0.36 0.16 0.56 0.56 Sat Flow, veh/h 1781 3554 1578 1781 4428 714 3456 2950 588 3456 3104 458 Grp Volume(v), veh/h 152 888 543 112 497 258 500 352 350 213 454 456 Grp Sat Flow(s),veh/h/ln 1781 1777 1578 1781 1702 1738 1728 1777 1762 1728 1777 1785 Q Serve(g_s), s 10.1 26.7 39.9 7.4 14.2 14.5 17.0 18.9 19.0 7.1 27.7 27.7 Cycle Q Clear(g_c), s 10.1 26.7 39.9 7.4 14.2 14.5 17.0 18.9 19.0 7.1 27.7 27.7 Prop In Lane 1.00 1.00 1.00 0.41 1.00 0.33 1.00 0.26
Lane Grp Cap(c), veh/h 179 1182 525 137 1052 537 557 644 639 269 496 498 V/C Ratio(X) 0.85 0.75 1.03 0.82 0.47 0.48 0.90 0.55 0.55 0.79 0.92 0.92 Avail Cap(c_a), veh/h 224 1182 525 156 1052 537 590 644 639 369 496 498 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 53.0 35.6 40.0 54.6 33.6 33.7 49.4 30.4 30.4 49.7 25.2 25.2 Incr Delay (d2), s/veh 21.1 4.4 48.4 25.2 1.5 3.1 16.0 3.3 3.4 0.8 3.2 3.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 11.6 21.8 4.2 5.8 6.3 8.4 8.3 8.3 2.8 7.5 7.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.1 40.0 88.4 79.7 35.1 36.7 65.3 33.7 33.8 50.5 28.5 28.5 LnGrp LOS E D F E D D E CCDCC
Approach Vol, veh/h 1583 867 1202 1123
Approach Delay, s/veh 59.9 41.3 46.9 32.6
Approach LOS E D D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.7 44.4 23.8 38.0 16.6 41.6 13.8 48.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 37.5 20.5 33.5 15.1 32.9 12.8 41.2 Max Q Clear Time (g_c+I1), s 9.4 41.9 19.0 29.7 12.1 16.5 9.1 21.0 Green Ext Time (p_c), s 0.0 0.0 0.3 1.9 0.1 4.0 0.2 3.9 Intersection Summary
HCM 6th Ctrl Delay 46.8
HCM 6th LOS D

7.1-16

Page 762 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1265 of 1319 Lanes, Volumes, Timings 2040NP PM Peak Hour
3: Jackson St. & Odlum Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

7.1-17

Page 763 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1266 of 1319 HCM 6th TWSC 2040NP PM Peak Hour
3: Jackson St. & Odlum Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 1.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 64 26 22 917 1189 78
Future Vol, veh/h 64 26 22 917 1189 78
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 50 100 - - 205
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 2 22222
Mvmt Flow 69 28 24 986 1278 84
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2312 639 1362 0 - 0
Stage 1 1278 -----
Stage 2 1034 -----
Critical Hdwy 6.63 6.93 4.13 - - -
Critical Hdwy Stg 1 5.83 -----
Critical Hdwy Stg 2 5.43 -----
Follow-up Hdwy 3.519 3.319 2.219 - - -
Pot Cap-1 Maneuver ~ 37 420 503 - - -
Stage 1 226 -----
Stage 2 342 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 35 420 503 - - -
Mov Cap-2 Maneuver 136 -----
Stage 1 215 -----
Stage 2 342 -----
Approach EB NB SB
HCM Control Delay, s 43.9 0.3 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 503 - 136 420 - -
HCM Lane V/C Ratio 0.047 - 0.506 0.067 - -
HCM Control Delay (s) 12.5 - 55.9 14.2 - -
HCM Lane LOS B - F B - -
HCM 95th %tile Q(veh) 0.1 - 2.4 0.2 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

7.1-18

Page 764 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1267 of 1319 Lanes, Volumes, Timings 2040NP PM Peak Hour
3: Jackson St. & Odlum Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\103 - 2040NP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 64 26 22 917 1189 78
Future Volume (vph) 64 26 22 917 1189 78
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 50 100 205
Storage Lanes 0 1 1 1
Taper Length (ft) 60 60
Right Turn on Red Yes Yes
Link Speed (mph) 30 50 50
Link Distance (ft) 590 2810 2602
Travel Time (s) 13.4 38.3 35.5
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Shared Lane Traffic (%)
Turn Type Prot Perm Prot NA NA Perm
Protected Phases 7 5 2 6
Permitted Phases 4 6
Detector Phase 745266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 22.5
Total Split (s) 23.0 23.0 23.0 97.0 74.0 74.0
Total Split (%) 19.2% 19.2% 19.2% 80.8% 61.7% 61.7%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None Max C-Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 3: Jackson St. & Odlum Dr.

7.1-19

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1268 of 1319 HCM 6th Signalized Intersection Summary 2040NP PM Peak Hour 3: Jackson St. & Odlum Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\103 - 2040NP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 64 26 22 917 1189 78
Future Volume (veh/h) 64 26 22 917 1189 78
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 69 28 24 986 1278 84
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 222222
Cap, veh/h 96 85 275 3096 2414 1077
Arrive On Green 0.05 0.05 0.31 1.00 1.00 1.00
Sat Flow, veh/h 1781 1585 1781 3647 3647 1585
Grp Volume(v), veh/h 69 28 24 986 1278 84
Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585
Q Serve(g_s), s 4.6 2.0 1.1 0.0 0.0 0.0
Cycle Q Clear(g_c), s 4.6 2.0 1.1 0.0 0.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 96 85 275 3096 2414 1077
V/C Ratio(X) 0.72 0.33 0.09 0.32 0.53 0.08
Avail Cap(c_a), veh/h 275 244 275 3096 2414 1077
HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.65 0.65 0.41 0.41
Uniform Delay (d), s/veh 55.9 54.7 35.5 0.0 0.0 0.0
Incr Delay (d2), s/veh 9.6 2.2 0.4 0.2 0.3 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.3 1.9 0.5 0.1 0.1 2.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.5 56.9 35.9 0.2 0.3 0.1
LnGrp LOS E E D A A A
Approach Vol, veh/h 97 1010 1362
Approach Delay, s/veh 63.0 1.0 0.3
Approach LOS E A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 109.0 11.0 23.0 86.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 92.5 18.5 18.5 69.5
Max Q Clear Time (g_c+I1), s 2.0 6.6 3.1 2.0
Green Ext Time (p_c), s 7.7 0.2 0.0 12.1
Intersection Summary
HCM 6th Ctrl Delay 3.1
HCM 6th LOS A

7.1-20

Page 766 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1269 of 1319 Lanes, Volumes, Timings 2040NP PM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

7.1-21

Page 767 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1270 of 1319 HCM 6th AWSC 2040NP PM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\01 - Without Project.syn Urban Crossroads, Inc.

Intersection
Intersection Delay, s/veh 500.6
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 130 625 211 108 376 245 154 694 62 285 1030 115 Future Vol, veh/h 130 625 211 108 376 245 154 694 62 285 1030 115 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles, % 222222222222
Mvmt Flow 134 644 218 111 388 253 159 715 64 294 1062 119 Number of Lanes 111110110120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2332
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2323
HCM Control Delay 393.3 509.7 708.6 436.1

HCM LOS FFFF

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 92% 0% 100% 0% 0% 61% 0% 100% 75%
Vol Right, % 0% 8% 0% 0% 100% 0% 39% 0% 0% 25%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 154 756 130 625 211 108 621 285 687 458 LT Vol 154 0 130 0 0 108 0 285 0 0
Through Vol 0 694 0 625 0 0 376 0 687 343
RT Vol 0 62 0 0 211 0 245 0 0 115
Lane Flow Rate 159 779 134 644 218 111 640 294 708 473
Geometry Grp 8888888888
Degree of Util (X) 0.599 2.819 0.495 2.291 0.731 0.422 2.287 1.017 2.353 1.548 Departure Headway (Hd) 10.864 10.266 5.971 5.423 4.656 6.005 5.17 17.426 16.875 16.682 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 333 359 604 677 777 601 704 212 227 222
Service Time 8.564 7.966 3.671 3.123 2.356 3.705 2.87 15.126 14.575 14.382 HCM Lane V/C Ratio 0.477 2.17 0.222 0.951 0.281 0.185 0.909 1.387 3.119 2.131 HCM Control Delay 28.5 847.1 14.4 598.5 18.9 13 596.1 113.3 656.5 306.5 HCM Lane LOS D F B F C B FFFF
HCM 95th-tile Q 3.7 84.1 2.7 112.2 6.5 2.1 117.1 9.1 40.7 20.8

7.1-22

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1271 of 1319 Lanes, Volumes, Timings 2040NP PM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\103 - 2040NP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 130 625 211 108 376 245 154 694 62 285 1030 115 Future Volume (vph) 130 625 211 108 376 245 154 694 62 285 1030 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 250 70 0 200 0 145 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 60 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 50 50
Link Distance (ft) 2729 1208 1075 2810
Travel Time (s) 37.2 16.5 14.7 38.3
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 17.4 36.0 14.0 32.6 18.0 41.0 29.0 52.0 Total Split (%) 14.5% 30.0% 11.7% 27.2% 15.0% 34.2% 24.2% 43.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 4: Jackson St. & Avenue 50

7.1-23

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1272 of 1319 HCM 6th Signalized Intersection Summary 2040NP PM Peak Hour 4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\103 - 2040NP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 130 625 211 108 376 245 154 694 62 285 1030 115 Future Volume (veh/h) 130 625 211 108 376 245 154 694 62 285 1030 115 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 134 644 218 111 388 253 159 715 64 294 1062 119 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222
Cap, veh/h 160 680 230 136 511 329 186 1104 99 317 1315 147 Arrive On Green 0.09 0.26 0.26 0.08 0.25 0.25 0.10 0.33 0.33 0.36 0.82 0.82 Sat Flow, veh/h 1781 2602 880 1781 2068 1330 1781 3298 295 1781 3220 361 Grp Volume(v), veh/h 134 440 422 111 333 308 159 385 394 294 586 595 Grp Sat Flow(s),veh/h/ln 1781 1777 1706 1781 1777 1621 1781 1777 1816 1781 1777 1804 Q Serve(g_s), s 8.9 29.1 29.2 7.4 20.8 21.2 10.5 22.1 22.1 19.1 21.3 21.4 Cycle Q Clear(g_c), s 8.9 29.1 29.2 7.4 20.8 21.2 10.5 22.1 22.1 19.1 21.3 21.4 Prop In Lane 1.00 0.52 1.00 0.82 1.00 0.16 1.00 0.20
Lane Grp Cap(c), veh/h 160 464 446 136 439 401 186 595 608 317 726 737 V/C Ratio(X) 0.83 0.95 0.95 0.82 0.76 0.77 0.86 0.65 0.65 0.93 0.81 0.81 Avail Cap(c_a), veh/h 191 466 448 141 439 401 200 595 608 364 726 737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.75 0.75 0.75 Uniform Delay (d), s/veh 53.7 43.5 43.5 54.6 41.8 42.0 52.9 33.9 33.9 37.9 8.5 8.5 Incr Delay (d2), s/veh 22.9 28.6 29.6 29.3 7.4 8.8 27.4 5.4 5.3 22.7 7.2 7.1 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 4.9 15.8 15.4 4.3 9.6 9.1 6.0 9.9 10.1 8.2 4.7 4.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 76.7 72.1 73.1 83.9 49.2 50.8 80.3 39.3 39.2 60.6 15.6 15.6 LnGrp LOS E E E F D D F D D E B B
Approach Vol, veh/h 996 752 938 1475
Approach Delay, s/veh 73.1 55.0 46.2 24.6
Approach LOS E D D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 25.8 44.7 13.6 35.9 17.0 53.5 15.3 34.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 24.5 36.5 9.5 31.5 13.5 47.5 12.9 28.1 Max Q Clear Time (g_c+I1), s 21.1 24.1 9.4 31.2 12.5 23.4 10.9 23.2 Green Ext Time (p_c), s 0.3 3.4 0.0 0.2 0.0 7.6 0.1 1.6 Intersection Summary
HCM 6th Ctrl Delay 46.6
HCM 6th LOS D

7.1-24

Page 770 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1273 of 1319 Tentative Tract 38072 Traffic Analysis
14156‐03 Report.docx
APPENDIX 7.2:

GENERAL PLAN BUILDOUT (2040) WITH PROJECT CONDITIONS

INTERSECTIONOPERATIONS ANALYSIS WORKSHEETS

Page 771 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1274 of 1319 Tentative Tract 38072 Traffic Analysis
14156‐03 Report.docx
This Page Intentionally Left Blank

Page 772 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1275 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 91 225 115 72 320 245 189 869 75 130 435 120 Future Volume (vph) 91 225 115 72 320 245 189 869 75 130 435 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 145 150 145 150 135 150 145 150
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 90 90 115
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 40 40 45 45
Link Distance (ft) 1076 928 2709 800
Travel Time (s) 18.3 15.8 41.0 12.1
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 Shared Lane Traffic (%)
Turn Type pm+pt NA pm+pt NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 4.0 5.0 4.0 5.0 4.0 5.0 4.0
Minimum Split (s) 9.5 20.0 9.5 20.0 9.5 20.0 9.5 20.0
Total Split (s) 9.5 20.0 9.5 20.0 10.0 21.0 9.5 20.5
Total Split (%) 15.8% 33.3% 15.8% 33.3% 16.7% 35.0% 15.8% 34.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 0.5 1.0 0.5 1.0 0.5 1.0 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 59.5 (99%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 70
Control Type: Actuated-Coordinated
Splits and Phases: 1: Jackson St. & Dr. Carreon Bl.

7.2-1

Page 773 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1276 of 1319 HCM 6th Signalized Intersection Summary 2040WP AM Peak Hour 1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 91 225 115 72 320 245 189 869 75 130 435 120 Future Volume (veh/h) 91 225 115 72 320 245 189 869 75 130 435 120 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 105 259 132 83 368 282 217 999 86 149 500 138 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, % 222222222222
Cap, veh/h 283 558 276 373 454 343 163 1089 94 148 883 242 Arrive On Green 0.07 0.24 0.24 0.06 0.24 0.24 0.09 0.33 0.33 0.08 0.32 0.32 Sat Flow, veh/h 1781 2304 1139 1781 1928 1457 1781 3311 285 1781 2755 756 Grp Volume(v), veh/h 105 198 193 83 339 311 217 536 549 149 321 317 Grp Sat Flow(s),veh/h/ln 1781 1777 1665 1781 1777 1608 1781 1777 1819 1781 1777 1734 Q Serve(g_s), s 2.6 5.7 6.0 2.1 10.8 11.0 5.5 17.4 17.4 5.0 9.0 9.1 Cycle Q Clear(g_c), s 2.6 5.7 6.0 2.1 10.8 11.0 5.5 17.4 17.4 5.0 9.0 9.1 Prop In Lane 1.00 0.68 1.00 0.91 1.00 0.16 1.00 0.44
Lane Grp Cap(c), veh/h 283 430 403 373 419 379 163 584 598 148 570 556 V/C Ratio(X) 0.37 0.46 0.48 0.22 0.81 0.82 1.33 0.92 0.92 1.00 0.56 0.57 Avail Cap(c_a), veh/h 309 474 444 410 474 429 163 584 598 148 570 556 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 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.58 0.58 0.58 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.6 19.4 19.5 15.8 21.7 21.7 27.3 19.4 19.4 27.5 16.9 16.9 Incr Delay (d2), s/veh 0.8 0.8 0.9 0.3 9.1 11.0 170.5 14.3 14.1 74.9 4.0 4.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.2 2.1 0.8 5.0 4.8 9.8 8.2 8.3 5.0 3.7 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.4 20.2 20.4 16.1 30.8 32.7 197.7 33.7 33.4 102.4 20.9 21.1 LnGrp LOS B C C B C C F C C F C C
Approach Vol, veh/h 496 733 1302 787
Approach Delay, s/veh 19.7 29.9 60.9 36.4
Approach LOS B C E D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.5 23.7 8.2 18.5 10.0 23.2 8.6 18.1 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.0 17.0 5.0 16.0 5.5 16.5 5.0 16.0 Max Q Clear Time (g_c+I1), s 7.0 19.4 4.1 8.0 7.5 11.1 4.6 13.0 Green Ext Time (p_c), s 0.0 0.0 0.0 1.3 0.0 1.7 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 42.1
HCM 6th LOS D

7.2-2

Page 774 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1277 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 125 450 238 97 800 80 609 823 134 110 382 100 Future Volume (vph) 125 450 238 97 800 80 609 823 134 110 382 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 205 0 205 0 150 0 140 0
Storage Lanes 1 1 1 0 2 0 2 0
Taper Length (ft) 90 90 100 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 45 45
Link Distance (ft) 1172 1753 2602 2709
Travel Time (s) 16.0 23.9 39.4 41.0
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
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 Shared Lane Traffic (%)
Turn Type Prot NA Perm Prot NA Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2
Detector Phase 52216 38 74
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 20.0 38.8 38.8 18.2 37.0 35.0 51.0 12.0 28.0 Total Split (%) 16.7% 32.3% 32.3% 15.2% 30.8% 29.2% 42.5% 10.0% 23.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max None Max None Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 54 (45%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 2: Jackson St. & Avenue 48

7.2-3

Page 775 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1278 of 1319 HCM 6th Signalized Intersection Summary 2040WP AM Peak Hour 2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 125 450 238 97 800 80 609 823 134 110 382 100 Future Volume (veh/h) 125 450 238 97 800 80 609 823 134 110 382 100 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 134 484 256 104 860 86 655 885 144 118 411 108 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 161 1208 537 129 1519 151 735 1185 193 173 627 163 Arrive On Green 0.09 0.34 0.34 0.07 0.32 0.32 0.21 0.39 0.39 0.02 0.07 0.07 Sat Flow, veh/h 1781 3554 1578 1781 4717 470 3456 3058 498 3456 2786 725 Grp Volume(v), veh/h 134 484 256 104 620 326 655 514 515 118 261 258 Grp Sat Flow(s),veh/h/ln 1781 1777 1578 1781 1702 1783 1728 1777 1779 1728 1777 1734 Q Serve(g_s), s 8.9 12.5 15.3 6.9 18.1 18.2 22.1 29.9 29.9 4.1 17.1 17.4 Cycle Q Clear(g_c), s 8.9 12.5 15.3 6.9 18.1 18.2 22.1 29.9 29.9 4.1 17.1 17.4 Prop In Lane 1.00 1.00 1.00 0.26 1.00 0.28 1.00 0.42
Lane Grp Cap(c), veh/h 161 1208 537 129 1096 574 735 689 689 173 400 390 V/C Ratio(X) 0.83 0.40 0.48 0.81 0.57 0.57 0.89 0.75 0.75 0.68 0.65 0.66 Avail Cap(c_a), veh/h 230 1208 537 203 1096 574 878 689 689 216 400 390 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.78 0.78 0.78 Uniform Delay (d), s/veh 53.7 30.3 31.2 54.8 33.7 33.8 45.9 31.7 31.7 58.1 51.0 51.1 Incr Delay (d2), s/veh 15.7 1.0 3.0 11.9 2.1 4.0 10.1 7.3 7.2 4.9 6.3 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 4.5 5.3 6.1 3.4 7.4 8.2 10.2 13.6 13.6 1.9 8.8 8.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.3 31.2 34.2 66.7 35.8 37.8 56.0 38.9 38.9 63.0 57.3 57.9 LnGrp LOS E C C E D D E D D E E E
Approach Vol, veh/h 874 1050 1684 637
Approach Delay, s/veh 38.0 39.5 45.5 58.6
Approach LOS D D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.2 45.3 30.0 31.5 15.4 43.1 10.5 51.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.7 34.3 30.5 23.5 15.5 32.5 7.5 46.5 Max Q Clear Time (g_c+I1), s 8.9 17.3 24.1 19.4 10.9 20.2 6.1 31.9 Green Ext Time (p_c), s 0.1 3.4 1.4 1.1 0.1 4.4 0.0 5.3 Intersection Summary
HCM 6th Ctrl Delay 44.4
HCM 6th LOS D

7.2-4

Page 776 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1279 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

7.2-5

Page 777 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1280 of 1319 HCM 6th TWSC 2040WP AM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 95.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 77 1 25 11 1 65 8 1281 4 23 566 19
Future Vol, veh/h 77 1 25 11 1 65 8 1281 4 23 566 19
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 50 - - - 100 - - 100 - 205
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 2 22222222222
Mvmt Flow 86 1 28 12 1 72 9 1423 4 26 629 21
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2161 2126 315 1810 2145 1425 650 0 0 1427 0 0 Stage 1 681 681 - 1443 1443 -------
Stage 2 1480 1445 - 367 702 -------
Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 -------
Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 -------
Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.219 - - 2.219 - - Pot Cap-1 Maneuver ~ 30 50 682 55 48 165 934 - - 475 - - Stage 1 407 449 - 164 196 -------
Stage 2 156 196 - 626 440 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 16 47 682 49 45 165 934 - - 475 - - Mov Cap-2 Maneuver ~ 16 47 - 49 45 -------
Stage 1 403 424 - 162 194 -------
Stage 2 86 194 - 566 416 -------
Approach EB WB NB SB
HCM Control Delay, s$ 1867.8 87.9 0.1 0.5

HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 934 - - 16 682 120 475 - -
HCM Lane V/C Ratio 0.01 - - 5.417 0.041 0.713 0.054 - - HCM Control Delay (s) 8.9 - -$ 2463.1 10.5 87.9 13 - -
HCM Lane LOS A - - F B F B - -
HCM 95th %tile Q(veh) 0 - - 11.6 0.1 3.9 0.2 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

7.2-6

Page 778 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1281 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 77 1 25 11 1 65 8 1281 4 23 566 19 Future Volume (vph) 77 1 25 11 1 65 8 1281 4 23 566 19
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 50 150 150 100 150 100 205
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 60 60 60 60
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 50 50
Link Distance (ft) 590 422 569 2602
Travel Time (s) 13.4 9.6 7.8 35.5
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Shared Lane Traffic (%)
Turn Type Perm NA Perm Perm NA Prot NA Prot NA Perm
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 4 8 6
Detector Phase 44488 52 166
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s) 26.0 26.0 26.0 26.0 26.0 10.0 82.0 12.0 84.0 84.0 Total Split (%) 21.7% 21.7% 21.7% 21.7% 21.7% 8.3% 68.3% 10.0% 70.0% 70.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max C-Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65
Control Type: Actuated-Coordinated
Splits and Phases: 3: Jackson St. & Odlum Dr./Avenue 49

7.2-7

Page 779 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1282 of 1319 HCM 6th Signalized Intersection Summary 2040WP AM Peak Hour 3: Jackson St. & Odlum Dr./Avenue 49 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 77 1 25 11 1 65 8 1281 4 23 566 19 Future Volume (veh/h) 77 1 25 11 1 65 8 1281 4 23 566 19 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 86 1 28 12 1 72 9 1423 4 26 629 21 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 139 1 284 34 20 112 19 2487 7 43 2479 1106
Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.01 0.68 0.68 0.05 1.00 1.00 Sat Flow, veh/h 441 7 1585 0 113 626 1781 3635 10 1781 3554 1585 Grp Volume(v), veh/h 87 0 28 85 0 0 9 695 732 26 629 21 Grp Sat Flow(s),veh/h/ln 448 0 1585 740 0 0 1781 1777 1869 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 1.8 0.0 0.0 0.0 0.6 24.4 24.4 1.7 0.0 0.0 Cycle Q Clear(g_c), s 21.5 0.0 1.8 21.5 0.0 0.0 0.6 24.4 24.4 1.7 0.0 0.0 Prop In Lane 0.99 1.00 0.14 0.85 1.00 0.01 1.00 1.00
Lane Grp Cap(c), veh/h 140 0 284 167 0 0 19 1216 1278 43 2479 1106 V/C Ratio(X) 0.62 0.00 0.10 0.51 0.00 0.00 0.47 0.57 0.57 0.60 0.25 0.02 Avail Cap(c_a), veh/h 140 0 284 167 0 0 82 1216 1278 111 2479 1106 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.79 0.79 0.79 Uniform Delay (d), s/veh 50.0 0.0 41.2 43.2 0.0 0.0 59.0 9.8 9.8 56.5 0.0 0.0 Incr Delay (d2), s/veh 8.2 0.0 0.1 2.6 0.0 0.0 16.6 2.0 1.9 10.3 0.2 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 %ile BackOfQ(50%),veh/ln 3.0 0.0 0.7 2.3 0.0 0.0 0.4 8.4 8.8 0.9 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.3 0.0 41.3 45.8 0.0 0.0 75.6 11.8 11.7 66.9 0.2 0.0 LnGrp LOS E A D D AAEBBEAA
Approach Vol, veh/h 115 85 1436 676
Approach Delay, s/veh 54.1 45.8 12.1 2.8
Approach LOS D D B A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.4 86.6 26.0 5.8 88.2 26.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 7.5 77.5 21.5 5.5 79.5 21.5 Max Q Clear Time (g_c+I1), s 3.7 26.4 23.5 2.6 2.0 23.5 Green Ext Time (p_c), s 0.0 12.0 0.0 0.0 4.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green.

7.2-8

Page 780 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1283 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

7.2-9

Page 781 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1284 of 1319 HCM 6th AWSC 2040WP AM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Intersection Delay, s/veh 765.8
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 112 380 87 89 650 177 213 1064 79 105 499 155 Future Vol, veh/h 112 380 87 89 650 177 213 1064 79 105 499 155 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 222222222222
Mvmt Flow 123 418 96 98 714 195 234 1169 87 115 548 170 Number of Lanes 111110110120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2332
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2323
HCM Control Delay 179.7 909.3 1267.4 143.8

HCM LOS FFFF

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 93% 0% 100% 0% 0% 79% 0% 100% 52%
Vol Right, % 0% 7% 0% 0% 100% 0% 21% 0% 0% 48%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 213 1143 112 380 87 89 827 105 333 321 LT Vol 213 0 112 0 0 89 0 105 0 0
Through Vol 0 1064 0 380 0 0 650 0 333 166
RT Vol 0 79 0 0 87 0 177 0 0 155
Lane Flow Rate 234 1256 123 418 96 98 909 115 366 353
Geometry Grp 8888888888
Degree of Util (X) 0.823 4.228 0.437 1.426 0.308 0.355 3.138 0.389 1.18 1.107 Departure Headway (Hd) 16.263 15.664 17.742 17.188 16.411 16.844 16.149 20.521 19.964 19.587 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 225 251 204 217 221 215 236 178 186 191
Service Time 13.963 13.364 15.442 14.888 14.111 14.544 13.849 18.221 17.664 17.287 HCM Lane V/C Ratio 1.04 5.004 0.603 1.926 0.434 0.456 3.852 0.646 1.968 1.848 HCM Control Delay 66.4 1491.2 33.5 257.9 26.3 28.5 1004.1 35.7 173.8 148 HCM Lane LOS F F D F D D F E F F
HCM 95th-tile Q 6.2 96.5 2 17.5 1.3 1.5 63.7 1.7 11.2 10.1

7.2-10

Page 782 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1285 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 112 380 87 89 650 177 213 1064 79 105 499 155 Future Volume (vph) 112 380 87 89 650 177 213 1064 79 105 499 155 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 250 70 0 200 0 145 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 60 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 50 50
Link Distance (ft) 2729 1208 1075 2241
Travel Time (s) 37.2 16.5 14.7 30.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 15.0 34.2 17.8 37.0 25.4 53.8 14.2 42.6 Total Split (%) 12.5% 28.5% 14.8% 30.8% 21.2% 44.8% 11.8% 35.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 4: Jackson St. & Avenue 50

7.2-11

Page 783 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1286 of 1319 HCM 6th Signalized Intersection Summary 2040WP AM Peak Hour 4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 112 380 87 89 650 177 213 1064 79 105 499 155 Future Volume (veh/h) 112 380 87 89 650 177 213 1064 79 105 499 155 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 123 418 96 98 714 195 234 1169 87 115 548 170 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222
Cap, veh/h 148 820 187 122 746 204 262 1402 104 138 930 288 Arrive On Green 0.08 0.29 0.29 0.07 0.27 0.27 0.15 0.42 0.42 0.16 0.70 0.70 Sat Flow, veh/h 1781 2872 654 1781 2755 752 1781 3352 249 1781 2669 825 Grp Volume(v), veh/h 123 257 257 98 460 449 234 619 637 115 364 354 Grp Sat Flow(s),veh/h/ln 1781 1777 1749 1781 1777 1730 1781 1777 1824 1781 1777 1718 Q Serve(g_s), s 8.2 14.5 14.8 6.5 30.6 30.6 15.5 37.3 37.4 7.5 12.6 12.7 Cycle Q Clear(g_c), s 8.2 14.5 14.8 6.5 30.6 30.6 15.5 37.3 37.4 7.5 12.6 12.7 Prop In Lane 1.00 0.37 1.00 0.43 1.00 0.14 1.00 0.48
Lane Grp Cap(c), veh/h 148 507 499 122 481 469 262 743 763 138 619 599 V/C Ratio(X) 0.83 0.51 0.51 0.80 0.96 0.96 0.89 0.83 0.83 0.83 0.59 0.59 Avail Cap(c_a), veh/h 156 507 499 197 481 469 310 743 763 144 619 599 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 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 54.2 35.8 35.9 55.1 43.1 43.1 50.2 31.2 31.2 49.9 13.7 13.8 Incr Delay (d2), s/veh 28.6 0.8 0.9 11.3 30.3 30.8 23.5 10.6 10.4 31.2 4.1 4.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 6.1 6.2 3.2 16.8 16.4 8.3 17.0 17.5 4.2 4.1 4.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 82.8 36.7 36.8 66.3 73.3 73.9 73.7 41.8 41.6 81.1 17.8 18.0 LnGrp LOS F D D EEEEDDFBB
Approach Vol, veh/h 637 1007 1490 833
Approach Delay, s/veh 45.6 72.9 46.7 26.6
Approach LOS D E D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.8 54.7 12.8 38.7 22.2 46.3 14.5 37.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.7 49.3 13.3 29.7 20.9 38.1 10.5 32.5 Max Q Clear Time (g_c+I1), s 9.5 39.4 8.5 16.8 17.5 14.7 10.2 32.6 Green Ext Time (p_c), s 0.0 5.1 0.1 2.2 0.2 4.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 49.0
HCM 6th LOS D

7.2-12

Page 784 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1287 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 14 33 1260 5 12 590
Future Volume (vph) 14 33 1260 5 12 590
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 150 150 50
Storage Lanes 0 0 0 1
Taper Length (ft) 60 60
Link Speed (mph) 30 50 50
Link Distance (ft) 327 2241 569
Travel Time (s) 7.4 30.6 7.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-13

Page 785 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1288 of 1319 HCM 6th TWSC 2040WP AM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 14 33 1260 5 12 590
Future Vol, veh/h 14 33 1260 5 12 590
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - - - - 50 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 15 36 1370 5 13 641
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1720 1373 0 0 1375 0
Stage 1 1373 -----
Stage 2 347 -----
Critical Hdwy 6.63 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 -----
Critical Hdwy Stg 2 5.83 -----
Follow-up Hdwy 3.519 3.319 - - 2.219 -
Pot Cap-1 Maneuver 89 178 - - 497 -
Stage 1 234 -----
Stage 2 688 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 87 178 - - 497 -
Mov Cap-2 Maneuver 187 -----
Stage 1 234 -----
Stage 2 670 -----
Approach WB NB SB
HCM Control Delay, s 32.5 0 0.2

HCM LOS D
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 181 497 -
HCM Lane V/C Ratio - - 0.282 0.026 -
HCM Control Delay (s) - - 32.5 12.4 -
HCM Lane LOS - - D B -
HCM 95th %tile Q(veh) - - 1.1 0.1 -

7.2-14

Page 786 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1289 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
5: Jackson St. & Plume Feather Dr. WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

7.2-15

Page 787 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1290 of 1319 HCM 6th TWSC 2040WP AM Peak Hour
5: Jackson St. & Plume Feather Dr. WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 14 33 1260 5 12 590
Future Vol, veh/h 14 33 1260 5 12 590
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - - - - 50 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 15 36 1370 5 13 641
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1720 688 0 0 1375 0
Stage 1 1373 -----
Stage 2 347 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 80 389 - - 495 -
Stage 1 200 -----
Stage 2 687 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 78 389 - - 495 -
Mov Cap-2 Maneuver 164 -----
Stage 1 200 -----
Stage 2 669 -----
Approach WB NB SB
HCM Control Delay, s 21 0 0.2

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 276 495 -
HCM Lane V/C Ratio - - 0.185 0.026 -
HCM Control Delay (s) - - 21 12.5 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.7 0.1 -

7.2-16

Page 788 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1291 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 17 10 1 47 29 1
Future Volume (vph) 17 10 1 47 29 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 150 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 422 456 299
Travel Time (s) 9.6 10.4 6.8
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-17

Page 789 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1292 of 1319 HCM 6th TWSC 2040WP AM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 2.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 17 10 1 47 29 1
Future Vol, veh/h 17 10 1 47 29 1
Conflicting Peds, #/hr 0 55055
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 18 11 1 51 32 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 34 0 87 34
Stage 1 - - - - 29 -
Stage 2 - - - - 58 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1578 - 914 1039
Stage 1 - - - - 994 -
Stage 2 - - - - 965 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1570 - 904 1029
Mov Cap-2 Maneuver - - - - 904 -
Stage 1 - - - - 989 -
Stage 2 - - - - 959 -
Approach EB WB NB
HCM Control Delay, s 0 0.2 9.1

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 908 - - 1570 -
HCM Lane V/C Ratio 0.036 - - 0.001 -
HCM Control Delay (s) 9.1 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -

7.2-18

Page 790 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1293 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
7: Avenue 49 & Camino Rosarito
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 10 7 19 1 1 28
Future Volume (vph) 10 7 19 1 1 28
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 0 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 456 435 454
Travel Time (s) 10.4 9.9 10.3
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-19

Page 791 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1294 of 1319 HCM 6th TWSC 2040WP AM Peak Hour
7: Avenue 49 & Camino Rosarito
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 4.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 7 19 1 1 28
Future Vol, veh/h 10 7 19 1 1 28
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 11 8 21 1 1 30
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 27 0 - 0 62 32
Stage 1 - - - - 27 -
Stage 2 - - - - 35 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1587 - - - 944 1042
Stage 1 - - - - 996 -
Stage 2 - - - - 987 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1579 - - - 928 1032
Mov Cap-2 Maneuver - - - - 928 -
Stage 1 - - - - 984 -
Stage 2 - - - - 982 -
Approach EB WB SB
HCM Control Delay, s 4.3 0 8.6

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1579 - - - 1028
HCM Lane V/C Ratio 0.007 - - - 0.031
HCM Control Delay (s) 7.3 0 - - 8.6
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.1

7.2-20

Page 792 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1295 of 1319 Lanes, Volumes, Timings 2040WP AM Peak Hour
8: Song Sparrow Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

7.2-21

Page 793 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1296 of 1319 HCM 6th TWSC 2040WP AM Peak Hour
8: Song Sparrow Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

7.2-22

Page 794 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1297 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 155 376 227 55 308 105 138 705 63 165 1001 125 Future Volume (vph) 155 376 227 55 308 105 138 705 63 165 1001 125 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 145 150 145 150 135 150 145 150
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 90 90 115
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 40 40 45 45
Link Distance (ft) 1076 928 2709 800
Travel Time (s) 18.3 15.8 41.0 12.1
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Shared Lane Traffic (%)
Turn Type pm+pt NA pm+pt NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 4.0 5.0 4.0 5.0 4.0 5.0 4.0
Minimum Split (s) 9.5 20.0 9.5 20.0 9.5 20.0 9.5 20.0
Total Split (s) 9.5 20.0 9.5 20.0 9.5 21.0 9.5 21.0
Total Split (%) 15.8% 33.3% 15.8% 33.3% 15.8% 35.0% 15.8% 35.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 0.5 1.0 0.5 1.0 0.5 1.0 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 59.5 (99%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 1: Jackson St. & Dr. Carreon Bl.

7.2-23

Page 795 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1298 of 1319 HCM 6th Signalized Intersection Summary 2040WP PM Peak Hour 1: Jackson St. & Dr. Carreon Bl.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 155 376 227 55 308 105 138 705 63 165 1001 125 Future Volume (veh/h) 155 376 227 55 308 105 138 705 63 165 1001 125 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 176 427 258 62 350 119 157 801 72 188 1138 142 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222
Cap, veh/h 350 517 309 254 555 186 148 1114 100 148 1074 134 Arrive On Green 0.08 0.24 0.24 0.05 0.21 0.21 0.08 0.34 0.34 0.08 0.34 0.34 Sat Flow, veh/h 1781 2137 1280 1781 2614 875 1781 3298 296 1781 3180 396 Grp Volume(v), veh/h 176 354 331 62 236 233 157 432 441 188 635 645 Grp Sat Flow(s),veh/h/ln 1781 1777 1640 1781 1777 1713 1781 1777 1817 1781 1777 1799 Q Serve(g_s), s 4.6 11.3 11.5 1.6 7.2 7.4 5.0 12.7 12.7 5.0 20.3 20.3 Cycle Q Clear(g_c), s 4.6 11.3 11.5 1.6 7.2 7.4 5.0 12.7 12.7 5.0 20.3 20.3 Prop In Lane 1.00 0.78 1.00 0.51 1.00 0.16 1.00 0.22
Lane Grp Cap(c), veh/h 350 430 397 254 377 363 148 600 614 148 600 608 V/C Ratio(X) 0.50 0.82 0.83 0.24 0.63 0.64 1.06 0.72 0.72 1.27 1.06 1.06 Avail Cap(c_a), veh/h 350 474 437 307 474 457 148 600 614 148 600 608 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 0.76 0.76 0.76 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.1 21.5 21.6 17.6 21.5 21.6 27.5 17.4 17.4 27.5 19.9 19.9 Incr Delay (d2), s/veh 1.1 10.5 12.1 0.5 1.7 2.0 80.5 5.6 5.5 162.5 52.8 53.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 5.4 5.2 0.6 2.8 2.8 5.2 5.2 5.3 8.6 15.6 16.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.2 32.1 33.7 18.1 23.2 23.6 108.0 23.0 22.8 190.0 72.7 73.7 LnGrp LOS B C C B C C F C C F F F
Approach Vol, veh/h 861 531 1030 1468
Approach Delay, s/veh 29.9 22.8 35.9 88.2
Approach LOS C C D F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.5 24.3 7.7 18.5 9.5 24.3 9.5 16.7 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.0 17.0 5.0 16.0 5.0 17.0 5.0 16.0 Max Q Clear Time (g_c+I1), s 7.0 14.7 3.6 13.5 7.0 22.3 6.6 9.4 Green Ext Time (p_c), s 0.0 1.1 0.0 1.0 0.0 0.0 0.0 1.4 Intersection Summary
HCM 6th Ctrl Delay 52.5
HCM 6th LOS D

7.2-24

Page 796 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1299 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 143 835 537 126 610 100 486 572 123 200 782 110 Future Volume (vph) 143 835 537 126 610 100 486 572 123 200 782 110 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 205 0 205 0 150 0 140 0
Storage Lanes 1 1 1 0 2 0 2 0
Taper Length (ft) 90 90 100 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 45 45
Link Distance (ft) 1172 1753 2602 2709
Travel Time (s) 16.0 23.9 39.4 41.0
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
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 Shared Lane Traffic (%)
Turn Type Prot NA Perm Prot NA Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2
Detector Phase 52216 38 74
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 21.6 40.0 40.0 16.0 34.4 25.0 46.7 17.3 39.0 Total Split (%) 18.0% 33.3% 33.3% 13.3% 28.7% 20.8% 38.9% 14.4% 32.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None C-Max C-Max None C-Max None Max None Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 2: Jackson St. & Avenue 48

7.2-25

Page 797 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1300 of 1319 HCM 6th Signalized Intersection Summary 2040WP PM Peak Hour 2: Jackson St. & Avenue 48
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 143 835 537 126 610 100 486 572 123 200 782 110 Future Volume (veh/h) 143 835 537 126 610 100 486 572 123 200 782 110 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 152 888 571 134 649 106 517 609 131 213 832 117 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, % 222222222222
Cap, veh/h 180 1093 485 160 1311 211 571 1090 234 269 899 126 Arrive On Green 0.10 0.31 0.31 0.09 0.30 0.30 0.17 0.37 0.37 0.16 0.57 0.57 Sat Flow, veh/h 1781 3554 1577 1781 4428 714 3456 2908 624 3456 3126 440 Grp Volume(v), veh/h 152 888 571 134 497 258 517 372 368 213 473 476 Grp Sat Flow(s),veh/h/ln 1781 1777 1577 1781 1702 1738 1728 1777 1755 1728 1777 1789 Q Serve(g_s), s 10.1 27.7 36.9 8.9 14.4 14.7 17.6 19.8 19.9 7.1 29.0 29.0 Cycle Q Clear(g_c), s 10.1 27.7 36.9 8.9 14.4 14.7 17.6 19.8 19.9 7.1 29.0 29.0 Prop In Lane 1.00 1.00 1.00 0.41 1.00 0.36 1.00 0.25
Lane Grp Cap(c), veh/h 180 1093 485 160 1008 515 571 666 658 269 511 514 V/C Ratio(X) 0.84 0.81 1.18 0.84 0.49 0.50 0.91 0.56 0.56 0.79 0.93 0.93 Avail Cap(c_a), veh/h 254 1093 485 171 1008 515 590 666 658 369 511 514 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 53.0 38.4 41.6 53.7 34.8 34.9 49.2 29.6 29.7 49.7 24.3 24.3 Incr Delay (d2), s/veh 16.3 6.6 99.6 27.9 1.7 3.5 17.3 3.4 3.4 0.8 3.6 3.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.2 12.4 27.1 5.1 6.0 6.5 8.7 8.7 8.7 2.8 7.6 7.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.3 45.0 141.1 81.6 36.5 38.4 66.5 33.0 33.1 50.5 27.9 27.9 LnGrp LOS E D F F D D E CCDCC
Approach Vol, veh/h 1611 889 1257 1162
Approach Delay, s/veh 81.4 43.9 46.8 32.0
Approach LOS F D D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.3 41.4 24.3 39.0 16.6 40.0 13.8 49.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 11.5 35.5 20.5 34.5 17.1 29.9 12.8 42.2 Max Q Clear Time (g_c+I1), s 10.9 38.9 19.6 31.0 12.1 16.7 9.1 21.9 Green Ext Time (p_c), s 0.0 0.0 0.2 1.8 0.1 3.6 0.2 4.1 Intersection Summary
HCM 6th Ctrl Delay 54.1
HCM 6th LOS D

7.2-26

Page 798 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1301 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

7.2-27

Page 799 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1302 of 1319 HCM 6th TWSC 2040WP PM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 82
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 64 1 26 7 1 44 22 939 11 73 1226 78
Future Vol, veh/h 64 1 26 7 1 44 22 939 11 73 1226 78
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 50 - - - 100 - - 100 - 205
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 22222222222
Mvmt Flow 69 1 28 8 1 47 24 1010 12 78 1318 84
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2562 2544 659 1880 2622 1016 1402 0 0 1022 0 0 Stage 1 1474 1474 - 1064 1064 -------
Stage 2 1088 1070 - 816 1558 -------
Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 -------
Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 -------
Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.219 - - 2.219 - - Pot Cap-1 Maneuver ~ 15 27 407 49 24 288 485 - - 677 - - Stage 1 133 190 - 269 299 -------
Stage 2 261 297 - 338 173 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 11 23 407 39 20 288 485 - - 677 - - Mov Cap-2 Maneuver ~ 11 23 - 39 20 -------
Stage 1 126 168 - 256 284 -------
Stage 2 207 282 - 277 153 -------
Approach EB WB NB SB
HCM Control Delay, s$ 2205.4 48.8 0.3 0.6

HCM LOS F E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 485 - - 11 407 136 677 - -
HCM Lane V/C Ratio 0.049 - - 6.354 0.069 0.411 0.116 - - HCM Control Delay (s) 12.8 - -$ 3081.8 14.5 48.8 11 - - HCM Lane LOS B - - F B E B - -
HCM 95th %tile Q(veh) 0.2 - - 10 0.2 1.8 0.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

7.2-28

Page 800 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1303 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
3: Jackson St. & Odlum Dr./Avenue 49 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 64 1 26 7 1 44 22 939 11 73 1226 78 Future Volume (vph) 64 1 26 7 1 44 22 939 11 73 1226 78 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 50 150 150 100 150 100 205
Storage Lanes 0 1 0 0 1 0 1 1
Taper Length (ft) 60 60 60 60
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 50 50
Link Distance (ft) 590 422 569 2602
Travel Time (s) 13.4 9.6 7.8 35.5
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 Shared Lane Traffic (%)
Turn Type Perm NA Perm Perm NA Prot NA Prot NA Perm
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 4 8 6
Detector Phase 44488 52 166
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s) 26.0 26.0 26.0 26.0 26.0 13.0 73.0 21.0 81.0 81.0 Total Split (%) 21.7% 21.7% 21.7% 21.7% 21.7% 10.8% 60.8% 17.5% 67.5% 67.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max C-Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 3: Jackson St. & Odlum Dr./Avenue 49

7.2-29

Page 801 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1304 of 1319 HCM 6th Signalized Intersection Summary 2040WP PM Peak Hour 3: Jackson St. & Odlum Dr./Avenue 49 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 64 1 26 7 1 44 22 939 11 73 1226 78 Future Volume (veh/h) 64 1 26 7 1 44 22 939 11 73 1226 78 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 69 1 28 8 1 47 24 1010 12 78 1318 84 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 148 2 191 38 18 112 41 2557 30 100 2644 1179 Arrive On Green 0.12 0.12 0.12 0.12 0.12 0.12 0.05 1.00 1.00 0.06 0.74 0.74 Sat Flow, veh/h 733 14 1585 30 147 927 1781 3597 43 1781 3554 1585 Grp Volume(v), veh/h 70 0 28 56 0 0 24 499 523 78 1318 84 Grp Sat Flow(s),veh/h/ln 748 0 1585 1104 0 0 1781 1777 1863 1781 1777 1585 Q Serve(g_s), s 0.1 0.0 1.9 0.2 0.0 0.0 1.6 0.0 0.0 5.2 18.1 1.7 Cycle Q Clear(g_c), s 12.6 0.0 1.9 12.7 0.0 0.0 1.6 0.0 0.0 5.2 18.1 1.7 Prop In Lane 0.99 1.00 0.14 0.84 1.00 0.02 1.00 1.00
Lane Grp Cap(c), veh/h 150 0 191 167 0 0 41 1263 1324 100 2644 1179 V/C Ratio(X) 0.47 0.00 0.15 0.33 0.00 0.00 0.59 0.39 0.39 0.78 0.50 0.07 Avail Cap(c_a), veh/h 230 0 284 259 0 0 126 1263 1324 245 2644 1179 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.34 0.34 0.34 Uniform Delay (d), s/veh 52.0 0.0 47.3 48.2 0.0 0.0 56.7 0.0 0.0 55.9 6.2 4.1 Incr Delay (d2), s/veh 2.3 0.0 0.3 1.2 0.0 0.0 12.7 0.9 0.9 4.5 0.2 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 %ile BackOfQ(50%),veh/ln 2.2 0.0 0.8 1.6 0.0 0.0 0.8 0.3 0.3 2.4 5.1 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.2 0.0 47.6 49.3 0.0 0.0 69.4 0.9 0.9 60.4 6.5 4.2 LnGrp LOS D A D D AAEAAEAA
Approach Vol, veh/h 98 56 1046 1480
Approach Delay, s/veh 52.3 49.3 2.5 9.2
Approach LOS D D A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.2 89.7 19.1 7.3 93.7 19.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 16.5 68.5 21.5 8.5 76.5 21.5 Max Q Clear Time (g_c+I1), s 7.2 2.0 14.6 3.6 20.1 14.7 Green Ext Time (p_c), s 0.1 6.9 0.2 0.0 12.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 9.0
HCM 6th LOS A

7.2-30

Page 802 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1305 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

7.2-31

Page 803 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1306 of 1319 HCM 6th AWSC 2040WP PM Peak Hour
4: Jackson St. & Avenue 50
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Intersection Delay, s/veh 507.9
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 135 625 211 108 376 250 154 705 62 288 1036 118 Future Vol, veh/h 135 625 211 108 376 250 154 705 62 288 1036 118 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles, % 222222222222
Mvmt Flow 139 644 218 111 388 258 159 727 64 297 1068 122 Number of Lanes 111110110120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2332
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2323
HCM Control Delay 389.9 517.7 727 442.3

HCM LOS FFFF

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 100% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 0% 92% 0% 100% 0% 0% 60% 0% 100% 75%
Vol Right, % 0% 8% 0% 0% 100% 0% 40% 0% 0% 25%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 154 767 135 625 211 108 626 288 691 463 LT Vol 154 0 135 0 0 108 0 288 0 0
Through Vol 0 705 0 625 0 0 376 0 691 345
RT Vol 0 62 0 0 211 0 250 0 0 118
Lane Flow Rate 159 791 139 644 218 111 645 297 712 478
Geometry Grp 8888888888
Degree of Util (X) 0.599 2.864 0.515 2.294 0.732 0.422 2.307 1.03 2.371 1.567 Departure Headway (Hd) 10.825 10.226 5.078 4.53 3.762 5.923 5.084 17.322 16.772 16.575 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 335 364 711 805 959 609 716 211 228 225
Service Time 8.525 7.926 2.778 2.23 1.462 3.623 2.784 15.022 14.472 14.275 HCM Lane V/C Ratio 0.475 2.173 0.195 0.8 0.227 0.182 0.901 1.408 3.123 2.124 HCM Control Delay 28.5 867.2 13 597.5 16 12.9 604.8 116.6 664.2 314.1 HCM Lane LOS D F B F C B FFFF
HCM 95th-tile Q 3.7 86.4 3 133.7 6.8 2.1 120.8 9.4 41.4 21.4

7.2-32

Page 804 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1307 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 135 625 211 108 376 250 154 705 62 288 1036 118 Future Volume (vph) 135 625 211 108 376 250 154 705 62 288 1036 118 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 250 70 0 200 0 145 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 90 60 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 50 50 50 50
Link Distance (ft) 2729 1208 1075 2241
Travel Time (s) 37.2 16.5 14.7 30.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 18.0 36.0 14.0 32.0 18.0 39.8 30.2 52.0 Total Split (%) 15.0% 30.0% 11.7% 26.7% 15.0% 33.2% 25.2% 43.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 4: Jackson St. & Avenue 50

7.2-33

Page 805 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1308 of 1319 HCM 6th Signalized Intersection Summary 2040WP PM Peak Hour 4: Jackson St. & Avenue 50 WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 135 625 211 108 376 250 154 705 62 288 1036 118 Future Volume (veh/h) 135 625 211 108 376 250 154 705 62 288 1036 118 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 139 644 218 111 388 258 159 727 64 297 1068 122 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222
Cap, veh/h 166 680 230 136 501 329 186 1099 97 320 1312 150 Arrive On Green 0.09 0.26 0.26 0.08 0.24 0.24 0.10 0.33 0.33 0.36 0.82 0.82 Sat Flow, veh/h 1781 2602 880 1781 2050 1345 1781 3303 291 1781 3213 367 Grp Volume(v), veh/h 139 440 422 111 336 310 159 391 400 297 590 600 Grp Sat Flow(s),veh/h/ln 1781 1777 1706 1781 1777 1618 1781 1777 1817 1781 1777 1803 Q Serve(g_s), s 9.2 29.1 29.2 7.4 21.1 21.5 10.5 22.6 22.6 19.2 21.8 21.9 Cycle Q Clear(g_c), s 9.2 29.1 29.2 7.4 21.1 21.5 10.5 22.6 22.6 19.2 21.8 21.9 Prop In Lane 1.00 0.52 1.00 0.83 1.00 0.16 1.00 0.20
Lane Grp Cap(c), veh/h 166 464 446 136 434 395 186 591 604 320 726 736 V/C Ratio(X) 0.84 0.95 0.95 0.82 0.77 0.78 0.86 0.66 0.66 0.93 0.81 0.81 Avail Cap(c_a), veh/h 200 466 448 141 434 395 200 591 604 381 726 736 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 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 53.5 43.5 43.5 54.6 42.2 42.4 52.9 34.2 34.3 37.7 8.5 8.5 Incr Delay (d2), s/veh 22.4 28.6 29.6 29.3 8.4 10.0 27.4 5.7 5.6 26.0 9.7 9.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 15.8 15.4 4.3 9.9 9.3 6.0 10.2 10.4 8.6 5.2 5.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.9 72.1 73.1 83.9 50.6 52.4 80.3 40.0 39.9 63.7 18.2 18.2 LnGrp LOS E E E F D D F D D E B B
Approach Vol, veh/h 1001 757 950 1487
Approach Delay, s/veh 73.1 56.2 46.7 27.3
Approach LOS E E D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 26.1 44.4 13.6 35.9 17.0 53.5 15.7 33.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.7 35.3 9.5 31.5 13.5 47.5 13.5 27.5 Max Q Clear Time (g_c+I1), s 21.2 24.6 9.4 31.2 12.5 23.9 11.2 23.5 Green Ext Time (p_c), s 0.4 3.2 0.0 0.2 0.0 7.6 0.1 1.3 Intersection Summary
HCM 6th Ctrl Delay 47.8
HCM 6th LOS D

7.2-34

Page 806 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1309 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 10 22 950 16 37 1222
Future Volume (vph) 10 22 950 16 37 1222
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 150 150 50
Storage Lanes 0 0 0 1
Taper Length (ft) 60 60
Link Speed (mph) 30 50 50
Link Distance (ft) 327 2241 569
Travel Time (s) 7.4 30.6 7.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-35

Page 807 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1310 of 1319 HCM 6th TWSC 2040WP PM Peak Hour
5: Jackson St. & Plume Feather Dr.

Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 10 22 950 16 37 1222
Future Vol, veh/h 10 22 950 16 37 1222
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - - - - 50 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 11 24 1033 17 40 1328
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1786 1042 0 0 1050 0
Stage 1 1042 -----
Stage 2 744 -----
Critical Hdwy 6.63 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 -----
Critical Hdwy Stg 2 5.83 -----
Follow-up Hdwy 3.519 3.319 - - 2.219 -
Pot Cap-1 Maneuver 81 278 - - 661 -
Stage 1 339 -----
Stage 2 432 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 76 278 - - 661 -
Mov Cap-2 Maneuver 203 -----
Stage 1 339 -----
Stage 2 406 -----
Approach WB NB SB
HCM Control Delay, s 21.8 0 0.3

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 249 661 -
HCM Lane V/C Ratio - - 0.14 0.061 -
HCM Control Delay (s) - - 21.8 10.8 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.5 0.2 -

7.2-36

Page 808 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1311 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
5: Jackson St. & Plume Feather Dr. WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

7.2-37

Page 809 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1312 of 1319 HCM 6th TWSC 2040WP PM Peak Hour
5: Jackson St. & Plume Feather Dr. WITH IMPROVEMENTS
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\104 - 2040WP With Improvements.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 10 22 950 16 37 1222
Future Vol, veh/h 10 22 950 16 37 1222
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - - - - 50 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 11 24 1033 17 40 1328
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1786 525 0 0 1050 0
Stage 1 1042 -----
Stage 2 744 -----
Critical Hdwy 6.84 6.94 - - 4.14 -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 - - 2.22 -
Pot Cap-1 Maneuver 73 497 - - 659 -
Stage 1 301 -----
Stage 2 431 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 69 497 - - 659 -
Mov Cap-2 Maneuver 188 -----
Stage 1 301 -----
Stage 2 405 -----
Approach WB NB SB
HCM Control Delay, s 17.3 0 0.3

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 328 659 -
HCM Lane V/C Ratio - - 0.106 0.061 -
HCM Control Delay (s) - - 17.3 10.8 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.4 0.2 -

7.2-38

Page 810 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1313 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 52 32 1 32 19 1
Future Volume (vph) 52 32 1 32 19 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 150 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 422 456 299
Travel Time (s) 9.6 10.4 6.8
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-39

Page 811 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1314 of 1319 HCM 6th TWSC 2040WP PM Peak Hour
6: Heron Pl. & Avenue 49
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 52 32 1 32 19 1
Future Vol, veh/h 52 32 1 32 19 1
Conflicting Peds, #/hr 0 55055
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 57 35 1 35 21 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 97 0 122 85
Stage 1 - - - - 80 -
Stage 2 - - - - 42 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1496 - 873 974
Stage 1 - - - - 943 -
Stage 2 - - - - 980 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1489 - 863 965
Mov Cap-2 Maneuver - - - - 863 -
Stage 1 - - - - 938 -
Stage 2 - - - - 974 -
Approach EB WB NB
HCM Control Delay, s 0 0.2 9.3

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 868 - - 1489 -
HCM Lane V/C Ratio 0.025 - - 0.001 -
HCM Control Delay (s) 9.3 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -

7.2-40

Page 812 of 816 ends

Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1315 of 1319 Lanes, Volumes, Timings 2040WP PM Peak Hour
7: Avenue 49 & Camino Rosarito
Tentative Tract 38072 Traffic Analysis Synchro 11 Report F:\UXRjobs\_14100-14500\14156\Synchro\02 - With Project.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 31 21 13 1 1 19
Future Volume (vph) 31 21 13 1 1 19
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 150 0 150 150
Storage Lanes 0 0 0 0
Taper Length (ft) 60 60
Link Speed (mph) 30 30 30
Link Distance (ft) 456 435 454
Travel Time (s) 10.4 9.9 10.3
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1316 of 1319 HCM 6th TWSC 2040WP PM Peak Hour
7: Avenue 49 & Camino Rosarito
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Intersection
Int Delay, s/veh 4.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 31 21 13 1 1 19
Future Vol, veh/h 31 21 13 1 1 19
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - -----
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 34 23 14 1 1 21
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 20 0 - 0 116 25
Stage 1 - - - - 20 -
Stage 2 - - - - 96 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1596 - - - 880 1051
Stage 1 - - - - 1003 -
Stage 2 - - - - 928 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1588 - - - 852 1041
Mov Cap-2 Maneuver - - - - 852 -
Stage 1 - - - - 976 -
Stage 2 - - - - 923 -
Approach EB WB SB
HCM Control Delay, s 4.4 0 8.6

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1588 - - - 1030
HCM Lane V/C Ratio 0.021 - - - 0.021
HCM Control Delay (s) 7.3 0 - - 8.6
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.1 - - - 0.1

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8: Song Sparrow Pl. & Avenue 49
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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1318 of 1319 HCM 6th TWSC 2040WP PM Peak Hour
8: Song Sparrow Pl. & Avenue 49
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Resolution No. 10276, adopting a Mitigated Negative Declaration and Miti... Page 1319 of 1319

Indio City CouncilApril 20, 2022

Indio City Council
April 20, 2022