Agenda packet — Upland City Council, June 9, 2025 (part 20 of 25)

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
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Table 3.2‐1
ITE LU AM Peak Hour PM Peak Hour
Land Use Code Units2 In Out Total In Out Total
Elementary School 520 STU 0.36 0.31 0.67 0.08 0.09 0.17 1.89 Middle/Junior High School 522 STU 0.31 0.27 0.58 0.08 0.09 0.17 2.13 High School 530 STU 0.35 0.17 0.52 0.07 0.07 0.14 2.03
AM Peak Hour PM Peak Hour
Units2 In Out Total In Out Total
Sierra Vista Elementary School
424 STU 153 131 284 35 37 72 801
Valle Vista Elementary School
480 STU 174 148 322 39 42 81 907
Foothill Knolls (K‐8)
Elementary School:503 STU 182 155 337 41 44 85 951
Junior High School:84 STU 26 22 48 7 7 14 179
208 177 385 48 51 99 1,130
Upland Junior High School
752 STU 236 201 437 63 65 128 1,602
Upland High School
3,313 STU 1,154 569 1,723 223 241 464 6,725
Alta Loma High School
2,475 STU 862 425 1,287 166 180 346 5,024
2,787 1,651 4,438 574 616 1,190 16,189
1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Tenth Edition (2017). 2 STU = Students
TOTAL NET TRIPS
School Quantity
Existing School Trip Generation Summary
Daily
Trip Generation Rates1
Subtotal:

Daily
Trip Generation Summary

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Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 3.3:

EXISTING (2018) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

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Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
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Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Existing (2018) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)73 65 38 129 32 413 111 588
Future Volume (vph)73 65 38 129 32 413 111 588
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0
Total Split (%)50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 39.6
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

3.3-1 Page 2759 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.07/26/2018
Existing (2018) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 73 65 40 38 129 132 32 413 25 111 588 98 Future Volume (veh/h) 73 65 40 38 129 132 32 413 25 111 588 98 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 0.98 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 84 75 40 44 148 118 37 475 24 128 676 111 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 420 365 195 543 309 247 359 1381 70 474 1226 201 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 1113 1138 607 1256 963 768 688 3442 174 898 3055 501 Grp Volume(v), veh/h 84 0 115 44 0 266 37 245 254 128 393 394 Grp Sat Flow(s),veh/h/ln 1113 0 1745 1256 0 1731 688 1777 1839 898 1777 1779 Q Serve(g_s), s 2.4 0.0 1.7 1.0 0.0 4.4 1.6 3.4 3.5 4.2 6.1 6.1 Cycle Q Clear(g_c), s 6.8 0.0 1.7 2.7 0.0 4.4 7.7 3.4 3.5 7.6 6.1 6.1 Prop In Lane 1.00 0.35 1.00 0.44 1.00 0.09 1.00 0.28
Lane Grp Cap(c), veh/h 420 0 560 543 0 556 359 713 738 474 713 714 V/C Ratio(X) 0.20 0.00 0.21 0.08 0.00 0.48 0.10 0.34 0.34 0.27 0.55 0.55 Avail Cap(c_a), veh/h 842 0 1222 1026 0 1222 557 1224 1267 733 1224 1226 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.5 0.0 8.9 9.9 0.0 9.8 11.3 7.5 7.5 10.1 8.3 8.3 Incr Delay (d2), s/veh 0.2 0.0 0.2 0.1 0.0 0.6 0.1 0.3 0.3 0.3 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.5 0.2 0.0 1.4 0.2 0.8 0.8 0.6 1.5 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.8 0.0 9.1 9.9 0.0 10.4 11.4 7.8 7.8 10.4 9.0 9.0 LnGrp LOS BAAAABBAABAA
Approach Vol, veh/h 199 310 536 915
Approach Delay, s/veh 10.6 10.4 8.0 9.2
Approach LOS BBAA
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 19.6 16.4 19.6 16.4
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 24.8 * 25 24.8 * 25
Max Q Clear Time (g_c+I1), s 9.7 8.8 9.6 6.4
Green Ext Time (p_c), s 2.7 0.8 4.8 1.7
Intersection Summary
HCM 6th Ctrl Delay 9.2
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.3-2 Page 2760 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.07/26/2018
Existing (2018) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 5.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 3 14 18 4 9 13
Future Vol, veh/h 3 14 18 4 9 13
Conflicting Peds, #/hr 0 00001
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 69 69 69 69
Heavy Vehicles, % 2 22222
Mvmt Flow 4 20 26 6 13 19

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 24 0 72 15
Stage 1 - - - - 14 -
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 - - 1591 - 932 1065
Stage 1 - - - - 1009 -
Stage 2 - - - - 965 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1591 - 917 1064
Mov Cap-2 Maneuver - - - - 917 -
Stage 1 - - - - 993 -
Stage 2 - - - - 965 -

Approach EB WB NB
HCM Control Delay, s 0 6 8.7

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)999 - - 1591 -
HCM Lane V/C Ratio 0.032 - - 0.016 -
HCM Control Delay (s) 8.7 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0.1 -

3.3-3 Page 2761 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.07/26/2018
Existing (2018) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 4.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 63 65 7 90 2 57 12 4 3 11 28
Future Vol, veh/h 11 63 65 7 90 2 57 12 4 3 11 28
Conflicting Peds, #/hr 0 0 21 002004001
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78
Heavy Vehicles, % 2 22222222222
Mvmt Flow 14 81 83 9 115 3 73 15 5 4 14 36

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 120 0 0 185 0 0 333 310 148 302 350 120 Stage 1 ------172172-137137-
Stage 2 ------161138-165213-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1468 - - 1390 - - 620 605 899 650 574 931 Stage 1 ------830756-866783-
Stage 2 ------841782-837726-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1465 - - 1362 - - 564 581 878 621 552 928 Mov Cap-2 Maneuver ------564581-621552-
Stage 1 ------804733-855776-
Stage 2 ------787775-803703-

Approach EB WB NB SB
HCM Control Delay, s 0.6 0.5 12.4 10.1

HCM LOS B B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)578 1465 - - 1362 - - 765
HCM Lane V/C Ratio 0.162 0.01 - - 0.007 - - 0.07
HCM Control Delay (s) 12.4 7.5 0 - 7.7 0 - 10.1
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.6 0 - - 0 - - 0.2

3.3-4 Page 2762 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Existing (2018) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 125 524 20 13 731 11 6 67 8
Future Volume (vph) 125 524 20 13 731 11 6 67 8
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 33.8 33.8 9.6 30.4 36.6 36.6 36.6 36.6 Total Split (%)16.3% 42.3% 42.3% 12.0% 38.0% 45.8% 45.8% 45.8% 45.8% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 58.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

3.3-5 Page 2763 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Existing (2018) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 125 524 20 13 731 97 11 6 5 67 8 100 Future Volume (veh/h) 125 524 20 13 731 97 11 6 5 67 8 100 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 1.00 0.99 1.00 0.98 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 140 589 19 15 821 100 12 7 4 75 9 91 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222
Cap, veh/h 180 1567 678 34 1144 139 250 135 57 489 33 329 Arrive On Green 0.10 0.44 0.44 0.02 0.36 0.36 0.23 0.23 0.23 0.23 0.23 0.23 Sat Flow, veh/h 1781 3554 1537 1781 3186 388 595 592 250 1397 142 1440 Grp Volume(v), veh/h 140 589 19 15 458 463 23 0 0 75 0 100 Grp Sat Flow(s),veh/h/ln 1781 1777 1537 1781 1777 1797 1437 0 0 1397 0 1582 Q Serve(g_s), s 3.7 5.4 0.3 0.4 10.7 10.7 0.0 0.0 0.0 0.0 0.0 2.5 Cycle Q Clear(g_c), s 3.7 5.4 0.3 0.4 10.7 10.7 2.5 0.0 0.0 1.6 0.0 2.5 Prop In Lane 1.00 1.00 1.00 0.22 0.52 0.17 1.00 0.91
Lane Grp Cap(c), veh/h 180 1567 678 34 638 645 443 0 0 489 0 362 V/C Ratio(X) 0.78 0.38 0.03 0.45 0.72 0.72 0.05 0.00 0.00 0.15 0.00 0.28 Avail Cap(c_a), veh/h 311 2065 893 185 907 917 1085 0 0 1097 0 1051 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.1 9.0 7.6 23.4 13.3 13.3 14.5 0.0 0.0 15.0 0.0 15.3 Incr Delay (d2), s/veh 2.8 0.1 0.0 3.4 1.6 1.6 0.0 0.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 1.4 0.1 0.2 3.4 3.4 0.2 0.0 0.0 0.6 0.0 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.9 9.2 7.6 26.8 14.9 14.9 14.5 0.0 0.0 15.0 0.0 15.4 LnGrp LOS C A A C BBBAABAB
Approach Vol, veh/h 748 936 23 175
Approach Delay, s/veh 11.9 15.1 14.5 15.3
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.5 27.1 15.6 9.5 23.1 15.6
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 28.0 32.0 8.4 24.6 32.0 Max Q Clear Time (g_c+I1), s 2.4 7.4 4.5 5.7 12.7 4.5
Green Ext Time (p_c), s 0.0 3.6 0.5 0.0 4.2 0.0
Intersection Summary
HCM 6th Ctrl Delay 13.8
HCM 6th LOS B

3.3-6 Page 2764 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Existing (2018) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)12 398 139 130 696 165 69 150 67 80 13 Future Volume (vph)12 398 139 130 696 165 69 150 67 80 13 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)12.0 33.0 33.0 25.0 46.0 42.0 42.0 42.0 42.0 42.0 42.0 Total Split (%)12.0% 33.0% 33.0% 25.0% 46.0% 42.0% 42.0% 42.0% 42.0% 42.0% 42.0% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 53.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

3.3-7 Page 2765 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Existing (2018) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 398 139 130 696 57 165 69 150 67 80 13 Future Volume (veh/h) 12 398 139 130 696 57 165 69 150 67 80 13 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 0.97 0.99 1.00 0.97 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 13 437 129 143 765 54 181 76 135 74 88 2 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 30 944 418 186 1188 84 527 589 492 484 1119 483 Arrive On Green 0.02 0.27 0.27 0.10 0.35 0.35 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 3554 1573 1781 3361 237 1271 1870 1563 1170 3554 1535 Grp Volume(v), veh/h 13 437 129 143 404 415 181 76 135 74 88 2 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1821 1271 1870 1563 1170 1777 1535 Q Serve(g_s), s 0.3 5.0 3.2 3.8 9.2 9.2 5.6 1.4 3.1 2.3 0.8 0.0 Cycle Q Clear(g_c), s 0.3 5.0 3.2 3.8 9.2 9.2 6.5 1.4 3.1 3.7 0.8 0.0 Prop In Lane 1.00 1.00 1.00 0.13 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 30 944 418 186 628 644 527 589 492 484 1119 483 V/C Ratio(X) 0.44 0.46 0.31 0.77 0.64 0.64 0.34 0.13 0.27 0.15 0.08 0.00 Avail Cap(c_a), veh/h 273 2004 887 753 1481 1518 1108 1443 1206 1020 2748 1187 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.5 14.8 14.2 21.0 13.0 13.1 13.9 11.8 12.4 13.1 11.6 11.3 Incr Delay (d2), s/veh 3.8 0.4 0.4 2.5 1.1 1.1 0.1 0.0 0.1 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.6 0.9 1.4 2.9 2.9 1.3 0.5 0.9 0.5 0.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.3 15.2 14.6 23.5 14.2 14.1 14.0 11.8 12.5 13.2 11.6 11.3 LnGrp LOS C B B C BBBBBBBB
Approach Vol, veh/h 579 962 392 164
Approach Delay, s/veh 15.3 15.5 13.1 12.3
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.6 18.6 20.0 5.4 22.8 20.0
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 20.4 27.2 * 37 7.4 40.2 * 37 Max Q Clear Time (g_c+I1), s 5.8 7.0 5.7 2.3 11.2 8.5
Green Ext Time (p_c), s 0.1 2.9 0.5 0.0 5.0 0.7
Intersection Summary
HCM 6th Ctrl Delay 14.8
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.3-8 Page 2766 of 3744

Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Existing (2018) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)93 121 34 73 25 764 133 535
Future Volume (vph)93 121 34 73 25 764 133 535
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)28.8 28.8 28.8 28.8 31.2 31.2 31.2 31.2
Total Split (%)48.0% 48.0% 48.0% 48.0% 52.0% 52.0% 52.0% 52.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 42.4
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

3.3-9 Page 2767 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.07/26/2018
Existing (2018) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 121 20 34 73 109 25 764 51 133 535 56 Future Volume (veh/h) 93 121 20 34 73 109 25 764 51 133 535 56 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 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 99 129 15 36 78 86 27 813 45 141 569 56 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 403 426 49 426 211 232 485 1666 92 393 1593 156 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.49 0.49 0.49 0.49 0.49 0.49 Sat Flow, veh/h 1222 1641 191 1240 813 896 800 3419 189 644 3268 321 Grp Volume(v), veh/h 99 0 144 36 0 164 27 422 436 141 309 316 Grp Sat Flow(s),veh/h/ln 1222 0 1832 1240 0 1709 800 1777 1832 644 1777 1812 Q Serve(g_s), s 2.9 0.0 2.5 0.9 0.0 3.1 0.9 6.3 6.3 7.4 4.3 4.3 Cycle Q Clear(g_c), s 6.0 0.0 2.5 3.4 0.0 3.1 5.1 6.3 6.3 13.8 4.3 4.3 Prop In Lane 1.00 0.10 1.00 0.52 1.00 0.10 1.00 0.18
Lane Grp Cap(c), veh/h 403 0 475 426 0 443 485 866 893 393 866 883 V/C Ratio(X) 0.25 0.00 0.30 0.08 0.00 0.37 0.06 0.49 0.49 0.36 0.36 0.36 Avail Cap(c_a), veh/h 829 0 1114 864 0 1048 623 1171 1207 504 1171 1194 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.4 0.0 11.7 13.1 0.0 12.0 7.9 6.8 6.8 11.4 6.3 6.3 Incr Delay (d2), s/veh 0.3 0.0 0.4 0.1 0.0 0.5 0.0 0.4 0.4 0.6 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 0.8 0.2 0.0 1.1 0.1 1.4 1.4 0.8 0.9 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.7 0.0 12.1 13.2 0.0 12.5 7.9 7.2 7.2 12.0 6.5 6.5 LnGrp LOS BABBABAAABAA
Approach Vol, veh/h 243 200 885 766
Approach Delay, s/veh 13.2 12.6 7.2 7.5
Approach LOS BBAA
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 24.4 15.0 24.4 15.0
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 26.0 * 24 26.0 * 24
Max Q Clear Time (g_c+I1), s 8.3 8.0 15.8 5.4
Green Ext Time (p_c), s 5.0 0.9 3.5 1.0
Intersection Summary
HCM 6th Ctrl Delay 8.6
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.3-10 Page 2768 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.07/26/2018
Existing (2018) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 6 377711
Future Vol, veh/h 6 377711
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 22222
Mvmt Flow 7 388813

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 10 0 33 9
Stage 1 - - - - 9 -
Stage 2 - - - - 24 -
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 - - 1610 - 980 1073
Stage 1 - - - - 1014 -
Stage 2 - - - - 999 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1610 - 975 1073
Mov Cap-2 Maneuver - - - - 975 -
Stage 1 - - - - 1009 -
Stage 2 - - - - 999 -

Approach EB WB NB
HCM Control Delay, s 0 3.6 8.6

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)1033 - - 1610 -
HCM Lane V/C Ratio 0.02 - - 0.005 -
HCM Control Delay (s) 8.6 - - 7.2 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -

3.3-11 Page 2769 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.07/26/2018
Existing (2018) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 109 37 2 101 3 42 10 3 1 3 13
Future Vol, veh/h 19 109 37 2 101 3 42 10 3 1 3 13
Conflicting Peds, #/hr 0 03001000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 22222222222
Mvmt Flow 22 127 43 2 117 3 49 12 3 1 3 15

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 121 0 0 173 0 0 328 321 152 324 341 120 Stage 1 ------196196-124124-
Stage 2 ------132125-200217-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1467 - - 1404 - - 625 596 894 629 581 931 Stage 1 ------806739-880793-
Stage 2 ------871792-802723-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1466 - - 1400 - - 601 582 891 608 568 930 Mov Cap-2 Maneuver ------601582-608568-
Stage 1 ------790724-864791-
Stage 2 ------851790-773709-

Approach EB WB NB SB
HCM Control Delay, s 0.9 0.1 11.6 9.5

HCM LOS B A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)608 1466 - - 1400 - - 813
HCM Lane V/C Ratio 0.105 0.015 - - 0.002 - - 0.024
HCM Control Delay (s) 11.6 7.5 0 - 7.6 0 - 9.5
HCM Lane LOS B A A - A A - A
HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0.1

3.3-12 Page 2770 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Existing (2018) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)94 1319 18 15 838 13 9 75 11
Future Volume (vph)94 1319 18 15 838 13 9 75 11
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 43.8 43.8 9.6 40.4 36.6 36.6 36.6 36.6 Total Split (%)14.4% 48.7% 48.7% 10.7% 44.9% 40.7% 40.7% 40.7% 40.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 58.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

3.3-13 Page 2771 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Existing (2018) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 94 1319 18 15 838 38 13 9 18 75 11 106 Future Volume (veh/h) 94 1319 18 15 838 38 13 9 18 75 11 106 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.99 0.99 0.99 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 100 1403 18 16 891 36 14 10 7 80 12 57 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 129 1801 779 35 1580 64 212 144 78 430 62 294 Arrive On Green 0.07 0.51 0.51 0.02 0.45 0.45 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1537 1781 3479 141 561 653 354 1376 281 1334 Grp Volume(v), veh/h 100 1403 18 16 455 472 31 0 0 80 0 69 Grp Sat Flow(s),veh/h/ln 1781 1777 1537 1781 1777 1843 1567 0 0 1376 0 1615 Q Serve(g_s), s 3.3 19.1 0.3 0.5 11.1 11.1 0.0 0.0 0.0 1.8 0.0 2.1 Cycle Q Clear(g_c), s 3.3 19.1 0.3 0.5 11.1 11.1 0.8 0.0 0.0 2.6 0.0 2.1 Prop In Lane 1.00 1.00 1.00 0.08 0.45 0.23 1.00 0.83
Lane Grp Cap(c), veh/h 129 1801 779 35 807 837 434 0 0 430 0 356 V/C Ratio(X) 0.78 0.78 0.02 0.46 0.56 0.56 0.07 0.00 0.00 0.19 0.00 0.19 Avail Cap(c_a), veh/h 252 2277 985 150 1037 1075 918 0 0 869 0 872 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.0 11.9 7.3 28.8 11.9 11.9 18.3 0.0 0.0 19.0 0.0 18.8 Incr Delay (d2), s/veh 3.8 1.4 0.0 3.5 0.6 0.6 0.0 0.0 0.0 0.1 0.0 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 1.4 5.6 0.1 0.2 3.5 3.6 0.3 0.0 0.0 0.9 0.0 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.8 13.3 7.3 32.2 12.5 12.5 18.3 0.0 0.0 19.0 0.0 18.9 LnGrp LOS C B A C BBBAABAB
Approach Vol, veh/h 1521 943 31 149
Approach Delay, s/veh 14.4 12.8 18.3 19.0
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.8 35.9 17.7 8.9 32.7 17.7
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 38.0 32.0 8.4 34.6 32.0 Max Q Clear Time (g_c+I1), s 2.5 21.1 4.6 5.3 13.1 2.8
Green Ext Time (p_c), s 0.0 9.0 0.4 0.0 5.5 0.1
Intersection Summary
HCM 6th Ctrl Delay 14.1
HCM 6th LOS B

3.3-14 Page 2772 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Existing (2018) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)24 1116 211 96 708 184 156 210 149 134 21 Future Volume (vph)24 1116 211 96 708 184 156 210 149 134 21 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)10.3 46.3 46.3 14.0 50.0 39.7 39.7 39.7 39.7 39.7 39.7 Total Split (%)10.3% 46.3% 46.3% 14.0% 50.0% 39.7% 39.7% 39.7% 39.7% 39.7% 39.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 73.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

3.3-15 Page 2773 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Existing (2018) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 1116 211 96 708 87 184 156 210 149 134 21 Future Volume (veh/h) 24 1116 211 96 708 87 184 156 210 149 134 21 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 1187 183 102 753 73 196 166 149 159 143 9 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 50 1529 671 131 1552 150 410 529 449 328 1006 436 Arrive On Green 0.03 0.43 0.43 0.07 0.48 0.48 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 1781 3554 1561 1781 3265 316 1220 1870 1585 1065 3554 1540 Grp Volume(v), veh/h 26 1187 183 102 410 416 196 166 149 159 143 9 Grp Sat Flow(s),veh/h/ln 1781 1777 1561 1781 1777 1805 1220 1870 1585 1065 1777 1540 Q Serve(g_s), s 1.0 20.4 5.4 4.0 11.2 11.2 10.2 5.0 5.3 9.8 2.1 0.3 Cycle Q Clear(g_c), s 1.0 20.4 5.4 4.0 11.2 11.2 12.3 5.0 5.3 14.8 2.1 0.3 Prop In Lane 1.00 1.00 1.00 0.18 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 50 1529 671 131 845 858 410 529 449 328 1006 436 V/C Ratio(X) 0.52 0.78 0.27 0.78 0.48 0.49 0.48 0.31 0.33 0.48 0.14 0.02 Avail Cap(c_a), veh/h 142 2019 887 235 1102 1119 662 916 776 549 1745 756 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.2 17.4 13.1 32.4 12.7 12.7 23.7 20.1 20.2 25.9 19.1 18.4 Incr Delay (d2), s/veh 3.0 1.4 0.2 3.7 0.4 0.4 0.3 0.1 0.2 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 7.2 1.6 1.7 3.7 3.8 2.7 2.0 1.8 2.4 0.8 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.2 18.8 13.3 36.2 13.2 13.2 24.0 20.2 20.4 26.3 19.1 18.4 LnGrp LOS D B B D B B CCCCBB
Approach Vol, veh/h 1396 928 511 311
Approach Delay, s/veh 18.4 15.7 21.7 22.8
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.8 36.5 25.0 6.6 39.7 25.0
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 9.4 40.5 * 35 5.7 44.2 * 35 Max Q Clear Time (g_c+I1), s 6.0 22.4 16.8 3.0 13.2 14.3 Green Ext Time (p_c), s 0.0 8.3 0.9 0.0 5.2 1.1
Intersection Summary
HCM 6th Ctrl Delay 18.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.3-16 Page 2774 of 3744

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 3.4:

EXISTING (2018) CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS

Page 2775 of 3744 ends

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

Page 2776 of 3744 ends

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = Existing (2018) Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =39 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =22 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

SIGNAL WARRANT NOT SATISFIED
0 100
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400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Mi
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Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

3.4-1 Page 2777 of 3744

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = Existing (2018) Conditions - Weekday AM Peak Hour Major Street Name =14th Street Total of Both Approaches (VPH) =238 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =73 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

SIGNAL WARRANT NOT SATISFIED
0 100
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3.4-2 Page 2778 of 3744

Upland Colonies Traffic Impact Analysis
11822‐06 TIA Report.docx
APPENDIX 4.1:

POST PROCESS WORKSHEETS

Page 2779 of 3744 ends

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

Page 2780 of 3744 ends

Project:Upland Colonies Job #: 11822
Scenario:Horizon Year (2040)Analyst: CHS
Date: 8/17/18
LOCATION:Campus Avenue & 14th Street
FORECAST YEAR:2040
TURNING EXISTING FUTURE DIFF‐% EXISTING FUTURE DIFF‐%

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 32 69 37 116% 25 62 37 148%
BOUND Through 413 481 68 16% 764 893 129 17%
Right 25 29 4 16% 51 49 ‐2 ‐4%
NB Total 470 579 109 23% 840 1,004 164 20%
SOUTH Left 111 105 ‐6 ‐5% 133 130 ‐3 ‐2%
BOUND Through 588 718 130 22% 535 600 65 12%
Right 98 170 72 73% 56 143 87 155%
SB Total 797 993 196 25% 724 873 149 21%
EAST Left 73 119 46 63% 93 208 115 124%
BOUND Through 65 106 41 63% 121 221 100 83%
Right 40 85 45 113% 20 42 22 110%
EB Total 178 310 132 74% 234 471 237 101%
WEST Left 38 38 0 0%34 38 4 12%
BOUND Through 129 182 53 41% 73 185 112 153%
Right 132 101 ‐31 ‐23% 109 129 20 18%
WB Total 299 321 22 7% 216 352 136 63%
TOTAL ENTERING VOLUME 1,744 2,203 459 26% 2,014 2,700 686 34%

AM PM AM PM ADT
North Leg Inbound 993 873
North Leg Outbound 701 1,230
North Leg TOTAL 1,694 2,103 14%17%12,260
South Leg Inbound 579 1,004
South Leg Outbound 841 680
South Leg TOTAL 1,420 1,684 11%13%12,607
East Leg Inbound 321 352
East Leg Outbound 240 400
East Leg TOTAL 561 752 20%27%2,805
West Leg Inbound 310 471
West Leg Outbound 421 390
West Leg TOTAL 731 861 10%12%7,046
OVERALL TOTAL 4,406 5,400 13%16%34,718
U:\UcJobs\_11600‐12000\_11800\11822\Post Processing\[1 Campus_14th.xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-1 Page 2781 of 3744

Project:Upland Colonies Job #: 11822
Scenario:Horizon Year (2040)Analyst: CHS
Date: 8/17/18
LOCATION:Alta Avenue & 14th Street
FORECAST YEAR:2040
TURNING EXISTING FUTURE DIFF‐% EXISTING FUTURE DIFF‐%

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 57 55 ‐2 ‐4% 42 50 8 19%
BOUND Through 12 11 ‐1 ‐8% 10 7 ‐3 ‐30%
Right 4 4 0 0%3 4 1 33%
NB Total 73 70 ‐3 ‐4% 55 61 6 11%
SOUTH Left 3 4 1 33%1 1 0 0%
BOUND Through 11 6 ‐5 ‐45%3 2 ‐1 ‐33%
Right 28 31 3 11% 13 17 4 31%
SB Total 42 41 ‐1 ‐2% 17 20 3 18%
EAST Left 11 17 6 55% 19 20 1 5%
BOUND Through 63 122 59 94% 109 202 93 85%
Right 65 50 ‐15 ‐23% 37 37 0 0%
EB Total 139 189 50 36% 165 259 94 57%
WEST Left 7 4 ‐3 ‐43%2 3 1 50%
BOUND Through 90 114 24 27% 101 244 143 142%
Right 2 2 0 0%3 4 1 33%
WB Total 99 120 21 21% 106 251 145 137%
TOTAL ENTERING VOLUME 353 420 67 19% 343 591 248 72%

AM PM AM PM ADT
North Leg Inbound 41 20
North Leg Outbound 30 31
North Leg TOTAL 71 51 #DIV/0!#DIV/0!‐
South Leg Inbound 70 61
South Leg Outbound 60 42
South Leg TOTAL 130 103 224%178%58
East Leg Inbound 120 251
East Leg Outbound 130 207
East Leg TOTAL 250 458 10%18%2,539
West Leg Inbound 189 259
West Leg Outbound 200 311
West Leg TOTAL 389 570 15%22%2,598
OVERALL TOTAL 840 1,182 16%23%5,195
U:\UcJobs\_11600‐12000\_11800\11822\Post Processing\[5 Alta_14th.xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-2 Page 2782 of 3744

Project:Upland Colonies Job #: 11822
Scenario:Horizon Year (2040)Analyst: CHS
Date: 8/17/18
LOCATION:Alta Avenue & Foothill Boulevard (SR‐66)
FORECAST YEAR:2040
TURNING EXISTING FUTURE DIFF‐% EXISTING FUTURE DIFF‐%

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 11 7 ‐4 ‐36% 13 7 ‐6 ‐46%
BOUND Through 6 8 2 33%9 19 10 111%
Right 5 4 ‐1 ‐20% 18 14 ‐4 ‐22%
NB Total 22 19 ‐3 ‐14% 40 40 0 0%
SOUTH Left 67 166 99 148% 75 189 114 152%
BOUND Through 8 14 6 75% 11 17 6 55%
Right 100 190 90 90% 106 195 89 84%
SB Total 175 370 195 111% 192 401 209 109%
EAST Left 125 225 100 80% 94 226 132 140%
BOUND Through 524 621 97 19% 1,319 1,207 ‐112 ‐8%
Right 20 16 ‐4 ‐20% 18 10 ‐8 ‐44%
EB Total 669 862 193 29% 1,431 1,443 12 1%
WEST Left 13 11 ‐2 ‐15% 15 13 ‐2 ‐13%
BOUND Through 731 655 ‐76 ‐10% 838 828 ‐10 ‐1%
Right 97 173 76 78% 38 135 97 255%
WB Total 841 839 ‐2 0% 891 976 85 10%
TOTAL ENTERING VOLUME 1,707 2,090 383 22% 2,554 2,860 306 12%

AM PM AM PM ADT
North Leg Inbound 370 401
North Leg Outbound 406 380
North Leg TOTAL 776 781 10%10%7,750
South Leg Inbound 19 40
South Leg Outbound 41 40
South Leg TOTAL 60 80 #DIV/0!#DIV/0!‐
East Leg Inbound 839 976
East Leg Outbound 791 1,410
East Leg TOTAL 1,630 2,386 5%7%35,913
West Leg Inbound 862 1,443
West Leg Outbound 852 1,030
West Leg TOTAL 1,714 2,473 5%7%35,154
OVERALL TOTAL 4,180 5,720 5%7% 78,817
U:\UcJobs\_11600‐12000\_11800\11822\Post Processing\[6 Alta_Foothill.xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-3 Page 2783 of 3744

Project:Upland Colonies Job #: 11822
Scenario:Horizon Year (2040)Analyst: CHS
Date: 8/17/18
LOCATION:Grove Avenue & Foothill Boulevard (SR‐66)
FORECAST YEAR:2040
TURNING EXISTING FUTURE DIFF‐% EXISTING FUTURE DIFF‐%

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 165 141 ‐24 ‐15% 184 153 ‐31 ‐17%
BOUND Through 69 71 2 3% 156 208 52 33%
Right 150 138 ‐12 ‐8% 210 136 ‐74 ‐35%
NB Total 384 350 ‐34 ‐9% 550 497 ‐53 ‐10%
SOUTH Left 67 116 49 73% 149 207 58 39%
BOUND Through 80 84 4 5% 134 149 15 11%
Right 13 21 8 62% 21 37 16 76%
SB Total 160 221 61 38% 304 393 89 29%
EAST Left 12 20 8 67% 24 50 26 108%
BOUND Through 398 578 180 45% 1,116 1,137 21 2%
Right 139 122 ‐17 ‐12% 211 172 ‐39 ‐18%
EB Total 549 720 171 31% 1,351 1,359 8 1%
WEST Left 130 88 ‐42 ‐32% 96 69 ‐27 ‐28%
BOUND Through 696 721 25 4% 708 820 112 16%
Right 57 71 14 25% 87 162 75 86%
WB Total 883 880 ‐3 0% 891 1,051 160 18%
TOTAL ENTERING VOLUME 1,976 2,171 195 10% 3,096 3,300 204 7%

AM PM AM PM ADT
North Leg Inbound 221 393
North Leg Outbound 162 420
North Leg TOTAL 383 813 15%32%2,570
South Leg Inbound 350 497
South Leg Outbound 294 390
South Leg TOTAL 644 887 7%10%9,157
East Leg Inbound 880 1,051
East Leg Outbound 832 1,480
East Leg TOTAL 1,712 2,531 5%8%33,032
West Leg Inbound 720 1,359
West Leg Outbound 883 1,010
West Leg TOTAL 1,603 2,369 4%7%35,914
OVERALL TOTAL 4,342 6,600 5%8% 80,673
U:\UcJobs\_11600‐12000\_11800\11822\Post Processing\[7 Grove_Foothill.xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-4 Page 2784 of 3744

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 5.1:

E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

Page 2785 of 3744 ends

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

Page 2786 of 3744 ends

Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)73 67 45 135 32 413 116 588
Future Volume (vph)73 67 45 135 32 413 116 588
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0
Total Split (%)50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 39.7
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

5.1-1 Page 2787 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 73 67 40 45 135 147 32 413 28 116 588 98 Future Volume (veh/h) 73 67 40 45 135 147 32 413 28 116 588 98 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 0.98 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 84 77 40 52 155 135 37 475 27 133 676 111 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 399 370 192 540 297 258 359 1381 78 473 1234 202 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 1089 1150 597 1254 922 803 688 3418 194 896 3055 501 Grp Volume(v), veh/h 84 0 117 52 0 290 37 246 256 133 393 394 Grp Sat Flow(s),veh/h/ln 1089 0 1747 1254 0 1725 688 1777 1835 896 1777 1779 Q Serve(g_s), s 2.5 0.0 1.8 1.1 0.0 5.0 1.6 3.5 3.5 4.4 6.2 6.2 Cycle Q Clear(g_c), s 7.5 0.0 1.8 2.9 0.0 5.0 7.8 3.5 3.5 7.9 6.2 6.2 Prop In Lane 1.00 0.34 1.00 0.47 1.00 0.11 1.00 0.28
Lane Grp Cap(c), veh/h 399 0 562 540 0 555 359 718 741 473 718 719 V/C Ratio(X) 0.21 0.00 0.21 0.10 0.00 0.52 0.10 0.34 0.34 0.28 0.55 0.55 Avail Cap(c_a), veh/h 801 0 1208 1010 0 1202 549 1209 1249 721 1209 1211 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.1 0.0 9.0 10.0 0.0 10.1 11.3 7.5 7.5 10.3 8.3 8.3 Incr Delay (d2), s/veh 0.3 0.0 0.2 0.1 0.0 0.8 0.1 0.3 0.3 0.3 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.5 0.3 0.0 1.6 0.2 0.8 0.9 0.6 1.5 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.4 0.0 9.2 10.1 0.0 10.8 11.4 7.8 7.8 10.6 9.0 9.0 LnGrp LOS BAABABBAABAA
Approach Vol, veh/h 201 342 539 920
Approach Delay, s/veh 10.9 10.7 8.0 9.2
Approach LOS BBAA
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 19.9 16.5 19.9 16.5
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 24.8 * 25 24.8 * 25
Max Q Clear Time (g_c+I1), s 9.8 9.5 9.9 7.0
Green Ext Time (p_c), s 2.7 0.8 4.8 1.9
Intersection Summary
HCM 6th Ctrl Delay 9.3
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-2 Page 2788 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
2: 15th St. & Driveway 1 07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 3
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 3 3 4 11 0
Future Vol, veh/h 0 3 3 4 11 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 3 3 4 12 0

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 7 0 - 0 8 5
Stage 1 - - - - 5 -
Stage 2 - - - - 3 -
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 1614 - - - 1013 1078
Stage 1 - - - - 1018 -
Stage 2 - - - - 1020 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1614 - - - 1013 1078
Mov Cap-2 Maneuver - - - - 1013 -
Stage 1 - - - - 1018 -
Stage 2 - - - - 1020 -

Approach EB WB SB
HCM Control Delay, s 0 0 8.6

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1614 - - - 1013
HCM Lane V/C Ratio ----0.012
HCM Control Delay (s) 0 - - - 8.6
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0

5.1-3 Page 2789 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
3: 15th St. & Driveway 2 07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 4
Intersection
Int Delay, s/veh 2.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 28 17 9 26 0
Future Vol, veh/h 0 28 17 9 26 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 30 18 10 28 0

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 28 0 - 0 53 23
Stage 1 - - - - 23 -
Stage 2 - - - - 30 -
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 1585 - - - 955 1054
Stage 1 - - - - 1000 -
Stage 2 - - - - 993 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1585 - - - 955 1054
Mov Cap-2 Maneuver - - - - 955 -
Stage 1 - - - - 1000 -
Stage 2 - - - - 993 -

Approach EB WB SB
HCM Control Delay, s 0 0 8.9

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1585 - - - 955
HCM Lane V/C Ratio ----0.03
HCM Control Delay (s) 0 - - - 8.9
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0.1

5.1-4 Page 2790 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 4.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 3 51 18 4 22 13
Future Vol, veh/h 3 51 18 4 22 13
Conflicting Peds, #/hr 0 00001
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 69 69 69 69
Heavy Vehicles, % 2 22222
Mvmt Flow 4 74 26 6 32 19

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 78 0 99 42
Stage 1 - - - - 41 -
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 - - 1520 - 900 1029
Stage 1 - - - - 981 -
Stage 2 - - - - 965 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1520 - 885 1028
Mov Cap-2 Maneuver - - - - 885 -
Stage 1 - - - - 964 -
Stage 2 - - - - 965 -

Approach EB WB NB
HCM Control Delay, s 0 6.1 9.1

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)933 - - 1520 -
HCM Lane V/C Ratio 0.054 - - 0.017 -
HCM Control Delay (s) 9.1 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -

5.1-5 Page 2791 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 21 63 65 7 90 2 57 15 4 3 20 56
Future Vol, veh/h 21 63 65 7 90 2 57 15 4 3 20 56
Conflicting Peds, #/hr 0 0 21 002004001
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78
Heavy Vehicles, % 2 22222222222
Mvmt Flow 27 81 83 9 115 3 73 19 5 4 26 72

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 120 0 0 185 0 0 383 336 148 330 376 120 Stage 1 ------198198-137137-
Stage 2 ------185138-193239-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1468 - - 1390 - - 575 585 899 623 555 931 Stage 1 ------804737-866783-
Stage 2 ------817782-809708-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1465 - - 1362 - - 490 557 878 587 528 928 Mov Cap-2 Maneuver ------490557-587528-
Stage 1 ------772708-847776-
Stage 2 ------723775-764680-

Approach EB WB NB SB
HCM Control Delay, s 1.1 0.5 13.6 10.4

HCM LOS B B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)514 1465 - - 1362 - - 765
HCM Lane V/C Ratio 0.19 0.018 - - 0.007 - - 0.132
HCM Control Delay (s) 13.6 7.5 0 - 7.7 0 - 10.4
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.7 0.1 - - 0 - - 0.5

5.1-6 Page 2792 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 125 524 20 13 731 11 6 76 8
Future Volume (vph) 125 524 20 13 731 11 6 76 8
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 33.8 33.8 9.6 30.4 36.6 36.6 36.6 36.6 Total Split (%)16.3% 42.3% 42.3% 12.0% 38.0% 45.8% 45.8% 45.8% 45.8% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 58.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

5.1-7 Page 2793 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 125 524 20 13 731 100 11 6 5 76 8 100 Future Volume (veh/h) 125 524 20 13 731 100 11 6 5 76 8 100 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 1.00 0.99 1.00 0.98 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 140 589 19 15 821 103 12 7 4 85 9 91 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222
Cap, veh/h 180 1570 679 34 1142 143 250 135 57 488 33 329 Arrive On Green 0.10 0.44 0.44 0.02 0.36 0.36 0.23 0.23 0.23 0.23 0.23 0.23 Sat Flow, veh/h 1781 3554 1537 1781 3173 398 595 592 250 1397 142 1440 Grp Volume(v), veh/h 140 589 19 15 460 464 23 0 0 85 0 100 Grp Sat Flow(s),veh/h/ln 1781 1777 1537 1781 1777 1795 1436 0 0 1397 0 1582 Q Serve(g_s), s 3.7 5.4 0.3 0.4 10.8 10.8 0.0 0.0 0.0 0.0 0.0 2.5 Cycle Q Clear(g_c), s 3.7 5.4 0.3 0.4 10.8 10.8 2.5 0.0 0.0 1.9 0.0 2.5 Prop In Lane 1.00 1.00 1.00 0.22 0.52 0.17 1.00 0.91
Lane Grp Cap(c), veh/h 180 1570 679 34 639 646 442 0 0 488 0 362 V/C Ratio(X) 0.78 0.38 0.03 0.45 0.72 0.72 0.05 0.00 0.00 0.17 0.00 0.28 Avail Cap(c_a), veh/h 310 2062 892 185 906 915 1084 0 0 1095 0 1049 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.2 9.0 7.6 23.4 13.3 13.3 14.5 0.0 0.0 15.1 0.0 15.3 Incr Delay (d2), s/veh 2.8 0.1 0.0 3.4 1.6 1.6 0.0 0.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 1.4 0.1 0.2 3.4 3.4 0.2 0.0 0.0 0.7 0.0 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.9 9.2 7.6 26.8 15.0 14.9 14.6 0.0 0.0 15.1 0.0 15.5 LnGrp LOS C A A C BBBAABAB
Approach Vol, veh/h 748 939 23 185
Approach Delay, s/veh 11.9 15.1 14.6 15.3
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.5 27.1 15.6 9.5 23.2 15.6
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 28.0 32.0 8.4 24.6 32.0 Max Q Clear Time (g_c+I1), s 2.4 7.4 4.5 5.7 12.8 4.5
Green Ext Time (p_c), s 0.0 3.6 0.5 0.0 4.2 0.0
Intersection Summary
HCM 6th Ctrl Delay 13.9
HCM 6th LOS B

5.1-8 Page 2794 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)12 404 143 130 698 166 69 150 67 80 13 Future Volume (vph)12 404 143 130 698 166 69 150 67 80 13 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)12.0 33.0 33.0 25.0 46.0 42.0 42.0 42.0 42.0 42.0 42.0 Total Split (%)12.0% 33.0% 33.0% 25.0% 46.0% 42.0% 42.0% 42.0% 42.0% 42.0% 42.0% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 53.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

5.1-9 Page 2795 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
E+P - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 404 143 130 698 57 166 69 150 67 80 13 Future Volume (veh/h) 12 404 143 130 698 57 166 69 150 67 80 13 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 0.97 0.99 1.00 0.97 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 13 444 133 143 767 54 182 76 135 74 88 2 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 30 946 418 186 1190 84 527 588 492 483 1118 483 Arrive On Green 0.02 0.27 0.27 0.10 0.35 0.35 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 3554 1573 1781 3361 237 1271 1870 1563 1170 3554 1535 Grp Volume(v), veh/h 13 444 133 143 405 416 182 76 135 74 88 2 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1821 1271 1870 1563 1170 1777 1535 Q Serve(g_s), s 0.3 5.1 3.3 3.8 9.2 9.2 5.7 1.4 3.1 2.3 0.8 0.0 Cycle Q Clear(g_c), s 0.3 5.1 3.3 3.8 9.2 9.2 6.5 1.4 3.1 3.7 0.8 0.0 Prop In Lane 1.00 1.00 1.00 0.13 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 30 946 418 186 629 645 527 588 492 483 1118 483 V/C Ratio(X) 0.44 0.47 0.32 0.77 0.64 0.64 0.35 0.13 0.27 0.15 0.08 0.00 Avail Cap(c_a), veh/h 273 2002 886 753 1480 1516 1107 1441 1205 1019 2746 1186 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.5 14.9 14.2 21.0 13.0 13.1 13.9 11.8 12.4 13.2 11.6 11.4 Incr Delay (d2), s/veh 3.8 0.4 0.4 2.5 1.1 1.1 0.1 0.0 0.1 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.6 1.0 1.4 2.9 2.9 1.3 0.5 0.9 0.5 0.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.3 15.2 14.6 23.6 14.2 14.1 14.1 11.9 12.5 13.2 11.6 11.4 LnGrp LOS C B B C BBBBBBBB
Approach Vol, veh/h 590 964 393 164
Approach Delay, s/veh 15.4 15.5 13.1 12.3
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.6 18.6 20.0 5.4 22.9 20.0
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 20.4 27.2 * 37 7.4 40.2 * 37 Max Q Clear Time (g_c+I1), s 5.8 7.1 5.7 2.3 11.2 8.5
Green Ext Time (p_c), s 0.1 3.0 0.5 0.0 5.0 0.7
Intersection Summary
HCM 6th Ctrl Delay 14.8
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-10 Page 2796 of 3744

Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)93 127 39 77 25 764 149 535
Future Volume (vph)93 127 39 77 25 764 149 535
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)28.8 28.8 28.8 28.8 31.2 31.2 31.2 31.2
Total Split (%)48.0% 48.0% 48.0% 48.0% 52.0% 52.0% 52.0% 52.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 44.4
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

5.1-11 Page 2797 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 127 20 39 77 119 25 764 59 149 535 56 Future Volume (veh/h) 93 127 20 39 77 119 25 764 59 149 535 56 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 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 99 135 15 41 82 97 27 813 54 159 569 56 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 374 415 46 405 197 232 495 1699 113 397 1644 161 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.50 0.50 0.50 0.50 0.50 0.50 Sat Flow, veh/h 1205 1650 183 1233 781 923 800 3377 224 638 3268 321 Grp Volume(v), veh/h 99 0 150 41 0 179 27 428 439 159 309 316 Grp Sat Flow(s),veh/h/ln 1205 0 1833 1233 0 1704 800 1777 1824 638 1777 1812 Q Serve(g_s), s 3.1 0.0 2.7 1.1 0.0 3.6 0.9 6.4 6.4 8.9 4.3 4.3 Cycle Q Clear(g_c), s 6.6 0.0 2.7 3.9 0.0 3.6 5.1 6.4 6.4 15.3 4.3 4.3 Prop In Lane 1.00 0.10 1.00 0.54 1.00 0.12 1.00 0.18
Lane Grp Cap(c), veh/h 374 0 462 405 0 429 495 894 918 397 894 912 V/C Ratio(X) 0.26 0.00 0.33 0.10 0.00 0.42 0.05 0.48 0.48 0.40 0.35 0.35 Avail Cap(c_a), veh/h 780 0 1078 826 0 1011 602 1132 1162 483 1132 1155 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.5 0.0 12.4 14.0 0.0 12.8 7.6 6.6 6.6 11.6 6.1 6.1 Incr Delay (d2), s/veh 0.4 0.0 0.4 0.1 0.0 0.6 0.0 0.4 0.4 0.7 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 0.9 0.3 0.0 1.2 0.1 1.4 1.4 0.9 0.9 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.9 0.0 12.8 14.1 0.0 13.4 7.7 7.0 7.0 12.3 6.3 6.3 LnGrp LOS BABBABAAABAA
Approach Vol, veh/h 249 220 894 784
Approach Delay, s/veh 14.1 13.5 7.0 7.5
Approach LOS BBAA
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 25.7 15.1 25.7 15.1
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 26.0 * 24 26.0 * 24
Max Q Clear Time (g_c+I1), s 8.4 8.6 17.3 5.9
Green Ext Time (p_c), s 5.1 1.0 3.2 1.1
Intersection Summary
HCM 6th Ctrl Delay 8.7
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-12 Page 2798 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
2: 15th St. & Driveway 1 07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 3
Intersection
Int Delay, s/veh 2.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 3 7 12 7 0
Future Vol, veh/h 0 3 7 12 7 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 3 8 13 8 0

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 21 0 - 0 18 15
Stage 1 - - - - 15 -
Stage 2 - - - - 3 -
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 1595 - - - 1000 1065
Stage 1 - - - - 1008 -
Stage 2 - - - - 1020 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1595 - - - 1000 1065
Mov Cap-2 Maneuver - - - - 1000 -
Stage 1 - - - - 1008 -
Stage 2 - - - - 1020 -

Approach EB WB SB
HCM Control Delay, s 0 0 8.6

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1595 - - - 1000
HCM Lane V/C Ratio ----0.008
HCM Control Delay (s) 0 - - - 8.6
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0

5.1-13 Page 2799 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
3: 15th St. & Driveway 2 07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 4
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 16 26 29 17 0
Future Vol, veh/h 0 16 26 29 17 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 17 28 32 18 0

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 60 0 - 0 61 44
Stage 1 - - - - 44 -
Stage 2 - - - - 17 -
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 1544 - - - 945 1026
Stage 1 - - - - 978 -
Stage 2 - - - - 1006 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1544 - - - 945 1026
Mov Cap-2 Maneuver - - - - 945 -
Stage 1 - - - - 978 -
Stage 2 - - - - 1006 -

Approach EB WB SB
HCM Control Delay, s 0 0 8.9

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1544 - - - 945
HCM Lane V/C Ratio ----0.02
HCM Control Delay (s) 0 - - - 8.9
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0.1

5.1-14 Page 2800 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 5.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 6 27 7 7 48 11
Future Vol, veh/h 6 27 7 7 48 11
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 22222
Mvmt Flow 7 31 8 8 56 13

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 38 0 47 23
Stage 1 - - - - 23 -
Stage 2 - - - - 24 -
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 - - 1572 - 963 1054
Stage 1 - - - - 1000 -
Stage 2 - - - - 999 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1572 - 958 1054
Mov Cap-2 Maneuver - - - - 958 -
Stage 1 - - - - 995 -
Stage 2 - - - - 999 -

Approach EB WB NB
HCM Control Delay, s 0 3.7 9

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)975 - - 1572 -
HCM Lane V/C Ratio 0.07 - - 0.005 -
HCM Control Delay (s) 9 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0 -

5.1-15 Page 2801 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 50 109 37 2 101 3 42 20 3 1 9 31
Future Vol, veh/h 50 109 37 2 101 3 42 20 3 1 9 31
Conflicting Peds, #/hr 0 03001000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 22222222222
Mvmt Flow 58 127 43 2 117 3 49 23 3 1 10 36

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 121 0 0 173 0 0 414 393 152 402 413 120 Stage 1 ------268268-124124-
Stage 2 ------146125-278289-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1467 - - 1404 - - 549 543 894 559 529 931 Stage 1 ------738687-880793-
Stage 2 ------857792-728673-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1466 - - 1400 - - 500 516 891 518 503 930 Mov Cap-2 Maneuver ------500516-518503-
Stage 1 ------703655-840791-
Stage 2 ------811790-669641-

Approach EB WB NB SB
HCM Control Delay, s 1.9 0.1 13.2 10

HCM LOS B B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)515 1466 - - 1400 - - 771
HCM Lane V/C Ratio 0.147 0.04 - - 0.002 - - 0.062
HCM Control Delay (s) 13.2 7.6 0 - 7.6 0 - 10
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.5 0.1 - - 0 - - 0.2

5.1-16 Page 2802 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)94 1319 18 15 838 13 9 81 11
Future Volume (vph)94 1319 18 15 838 13 9 81 11
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 43.8 43.8 9.6 40.4 36.6 36.6 36.6 36.6 Total Split (%)14.4% 48.7% 48.7% 10.7% 44.9% 40.7% 40.7% 40.7% 40.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 59.1
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

5.1-17 Page 2803 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 94 1319 18 15 838 48 13 9 18 81 11 106 Future Volume (veh/h) 94 1319 18 15 838 48 13 9 18 81 11 106 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.99 0.99 0.99 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 100 1403 18 16 891 47 14 10 7 86 12 57 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 129 1801 779 35 1558 82 212 144 78 430 62 294 Arrive On Green 0.07 0.51 0.51 0.02 0.45 0.45 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1537 1781 3431 181 561 653 354 1376 281 1334 Grp Volume(v), veh/h 100 1403 18 16 461 477 31 0 0 86 0 69 Grp Sat Flow(s),veh/h/ln 1781 1777 1537 1781 1777 1835 1567 0 0 1376 0 1615 Q Serve(g_s), s 3.3 19.1 0.3 0.5 11.4 11.4 0.0 0.0 0.0 2.0 0.0 2.1 Cycle Q Clear(g_c), s 3.3 19.1 0.3 0.5 11.4 11.4 0.8 0.0 0.0 2.8 0.0 2.1 Prop In Lane 1.00 1.00 1.00 0.10 0.45 0.23 1.00 0.83
Lane Grp Cap(c), veh/h 129 1801 779 35 807 833 434 0 0 430 0 356 V/C Ratio(X) 0.78 0.78 0.02 0.46 0.57 0.57 0.07 0.00 0.00 0.20 0.00 0.19 Avail Cap(c_a), veh/h 252 2277 985 150 1037 1071 918 0 0 869 0 872 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.0 11.9 7.3 28.8 11.9 11.9 18.3 0.0 0.0 19.1 0.0 18.8 Incr Delay (d2), s/veh 3.8 1.4 0.0 3.5 0.6 0.6 0.0 0.0 0.0 0.1 0.0 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 1.4 5.6 0.1 0.2 3.5 3.6 0.3 0.0 0.0 0.9 0.0 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.8 13.3 7.3 32.2 12.6 12.6 18.3 0.0 0.0 19.1 0.0 18.9 LnGrp LOS C B A C BBBAABAB
Approach Vol, veh/h 1521 954 31 155
Approach Delay, s/veh 14.4 12.9 18.3 19.0
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.8 35.9 17.7 8.9 32.7 17.7
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 38.0 32.0 8.4 34.6 32.0 Max Q Clear Time (g_c+I1), s 2.5 21.1 4.8 5.3 13.4 2.8
Green Ext Time (p_c), s 0.0 9.0 0.4 0.0 5.5 0.1
Intersection Summary
HCM 6th Ctrl Delay 14.2
HCM 6th LOS B

5.1-18 Page 2804 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)24 1120 213 96 714 188 156 210 149 134 21 Future Volume (vph)24 1120 213 96 714 188 156 210 149 134 21 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)10.3 46.3 46.3 14.0 50.0 39.7 39.7 39.7 39.7 39.7 39.7 Total Split (%)10.3% 46.3% 46.3% 14.0% 50.0% 39.7% 39.7% 39.7% 39.7% 39.7% 39.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 74.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

5.1-19 Page 2805 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
E+P - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 1120 213 96 714 87 188 156 210 149 134 21 Future Volume (veh/h) 24 1120 213 96 714 87 188 156 210 149 134 21 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 1191 186 102 760 73 200 166 149 159 143 9 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 50 1531 673 131 1556 149 409 529 448 328 1005 436 Arrive On Green 0.03 0.43 0.43 0.07 0.48 0.48 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 1781 3554 1561 1781 3268 314 1220 1870 1585 1065 3554 1540 Grp Volume(v), veh/h 26 1191 186 102 413 420 200 166 149 159 143 9 Grp Sat Flow(s),veh/h/ln 1781 1777 1561 1781 1777 1805 1220 1870 1585 1065 1777 1540 Q Serve(g_s), s 1.0 20.5 5.5 4.0 11.3 11.3 10.5 5.0 5.3 9.9 2.1 0.3 Cycle Q Clear(g_c), s 1.0 20.5 5.5 4.0 11.3 11.3 12.6 5.0 5.3 14.9 2.1 0.3 Prop In Lane 1.00 1.00 1.00 0.17 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 50 1531 673 131 846 860 409 529 448 328 1005 436 V/C Ratio(X) 0.52 0.78 0.28 0.78 0.49 0.49 0.49 0.31 0.33 0.49 0.14 0.02 Avail Cap(c_a), veh/h 142 2014 885 234 1099 1116 660 913 774 548 1740 754 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.2 17.4 13.1 32.5 12.8 12.8 23.9 20.2 20.3 26.0 19.1 18.5 Incr Delay (d2), s/veh 3.0 1.5 0.2 3.7 0.4 0.4 0.3 0.1 0.2 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 7.2 1.7 1.7 3.8 3.8 2.8 2.0 1.8 2.4 0.8 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.3 18.9 13.4 36.3 13.2 13.2 24.2 20.3 20.4 26.4 19.2 18.5 LnGrp LOS D B B D B B CCCCBB
Approach Vol, veh/h 1403 935 515 311
Approach Delay, s/veh 18.5 15.7 21.9 22.9
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.9 36.6 25.0 6.6 39.8 25.0
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 9.4 40.5 * 35 5.7 44.2 * 35 Max Q Clear Time (g_c+I1), s 6.0 22.5 16.9 3.0 13.3 14.6 Green Ext Time (p_c), s 0.0 8.3 0.9 0.0 5.2 1.1
Intersection Summary
HCM 6th Ctrl Delay 18.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-20 Page 2806 of 3744

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 5.2:

E+P CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS

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Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = E+P Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =10 Number of Approach Lanes on Major Street =1
Minor Street Name =Driveway 1 High Volume Approach (VPH) =11 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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5.2-1 Page 2809 of 3744

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = E+P Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =54 Number of Approach Lanes on Major Street =1
Minor Street Name =Driveway 2 High Volume Approach (VPH) =26 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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5.2-2 Page 2810 of 3744

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = E+P Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =76 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =35 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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5.2-3 Page 2811 of 3744

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = E+P Conditions - Weekday AM Peak Hour Major Street Name =14th Street Total of Both Approaches (VPH) =248 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =76 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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5.2-4 Page 2812 of 3744

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 6.1:

OPENING YEAR CUMULATIVE (2020) WITHOUT PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS

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Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

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Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)76 68 40 134 33 431 115 616
Future Volume (vph)76 68 40 134 33 431 115 616
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0
Total Split (%)50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 40
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

6.1-1 Page 2815 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 76 68 42 40 134 137 33 431 26 115 616 102 Future Volume (veh/h) 76 68 42 40 134 137 33 431 26 115 616 102 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 0.98 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 78 42 46 154 123 38 495 25 132 708 115 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 402 359 193 529 305 243 351 1415 71 471 1258 204 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 1102 1134 611 1250 962 769 665 3442 174 881 3060 497 Grp Volume(v), veh/h 87 0 120 46 0 277 38 255 265 132 411 412 Grp Sat Flow(s),veh/h/ln 1102 0 1744 1250 0 1731 665 1777 1839 881 1777 1780 Q Serve(g_s), s 2.6 0.0 1.9 1.0 0.0 4.8 1.7 3.6 3.6 4.5 6.5 6.5 Cycle Q Clear(g_c), s 7.3 0.0 1.9 2.9 0.0 4.8 8.2 3.6 3.6 8.1 6.5 6.5 Prop In Lane 1.00 0.35 1.00 0.44 1.00 0.09 1.00 0.28
Lane Grp Cap(c), veh/h 402 0 553 529 0 548 351 730 756 471 730 732 V/C Ratio(X) 0.22 0.00 0.22 0.09 0.00 0.51 0.11 0.35 0.35 0.28 0.56 0.56 Avail Cap(c_a), veh/h 809 0 1197 997 0 1197 527 1200 1242 704 1200 1202 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.2 0.0 9.2 10.3 0.0 10.2 11.4 7.4 7.4 10.2 8.3 8.3 Incr Delay (d2), s/veh 0.3 0.0 0.2 0.1 0.0 0.7 0.1 0.3 0.3 0.3 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.5 0.2 0.0 1.5 0.2 0.9 0.9 0.6 1.6 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.5 0.0 9.4 10.3 0.0 10.9 11.6 7.7 7.7 10.6 9.0 9.0 LnGrp LOS BAABABBAABAA
Approach Vol, veh/h 207 323 558 955
Approach Delay, s/veh 11.1 10.8 8.0 9.2
Approach LOS BBAA
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 20.3 16.4 20.3 16.4
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 24.8 * 25 24.8 * 25
Max Q Clear Time (g_c+I1), s 10.2 9.3 10.1 6.8
Green Ext Time (p_c), s 2.8 0.8 5.0 1.8
Intersection Summary
HCM 6th Ctrl Delay 9.3
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-2 Page 2816 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.07/26/2018
Opening Year Cumulative (2020) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 5.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 3 15 19 4 9 14
Future Vol, veh/h 3 15 19 4 9 14
Conflicting Peds, #/hr 0 00001
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 69 69 69 69
Heavy Vehicles, % 2 22222
Mvmt Flow 4 22 28 6 13 20

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 26 0 77 16
Stage 1 - - - - 15 -
Stage 2 - - - - 62 -
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 - - 1588 - 926 1063
Stage 1 - - - - 1008 -
Stage 2 - - - - 961 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1588 - 909 1062
Mov Cap-2 Maneuver - - - - 909 -
Stage 1 - - - - 990 -
Stage 2 - - - - 961 -

Approach EB WB NB
HCM Control Delay, s 0 6 8.7

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)996 - - 1588 -
HCM Lane V/C Ratio 0.033 - - 0.017 -
HCM Control Delay (s) 8.7 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0.1 -

6.1-3 Page 2817 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 4.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 66 68 7 94 2 59 12 4 3 11 29
Future Vol, veh/h 11 66 68 7 94 2 59 12 4 3 11 29
Conflicting Peds, #/hr 0 0 21 002004001
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78
Heavy Vehicles, % 2 22222222222
Mvmt Flow 14 85 87 9 121 3 76 15 5 4 14 37

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 126 0 0 193 0 0 345 322 154 314 364 126 Stage 1 ------178178-143143-
Stage 2 ------167144-171221-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1460 - - 1380 - - 609 595 892 639 564 924 Stage 1 ------824752-860779-
Stage 2 ------835778-831720-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1457 - - 1352 - - 553 572 871 610 542 921 Mov Cap-2 Maneuver ------553572-610542-
Stage 1 ------798729-849772-
Stage 2 ------780771-797698-

Approach EB WB NB SB
HCM Control Delay, s 0.6 0.5 12.6 10.1

HCM LOS B B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)567 1457 - - 1352 - - 758
HCM Lane V/C Ratio 0.17 0.01 - - 0.007 - - 0.073
HCM Control Delay (s) 12.6 7.5 0 - 7.7 0 - 10.1
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.6 0 - - 0 - - 0.2

6.1-4 Page 2818 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 130 546 21 14 762 11 6 71 8
Future Volume (vph) 130 546 21 14 762 11 6 71 8
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 33.8 33.8 9.6 30.4 36.6 36.6 36.6 36.6 Total Split (%)16.3% 42.3% 42.3% 12.0% 38.0% 45.8% 45.8% 45.8% 45.8% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 59.6
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

6.1-5 Page 2819 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 130 546 21 14 762 102 11 6 5 71 8 104 Future Volume (veh/h) 130 546 21 14 762 102 11 6 5 71 8 104 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 1.00 0.99 1.00 0.98 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 146 613 21 16 856 106 12 7 4 80 9 96 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222
Cap, veh/h 187 1604 694 36 1165 144 241 130 55 480 30 324 Arrive On Green 0.10 0.45 0.45 0.02 0.37 0.37 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1537 1781 3179 394 579 582 244 1397 136 1445 Grp Volume(v), veh/h 146 613 21 16 478 484 23 0 0 80 0 105 Grp Sat Flow(s),veh/h/ln 1781 1777 1537 1781 1777 1796 1406 0 0 1397 0 1581 Q Serve(g_s), s 3.9 5.6 0.4 0.4 11.5 11.5 0.0 0.0 0.0 0.0 0.0 2.7 Cycle Q Clear(g_c), s 3.9 5.6 0.4 0.4 11.5 11.5 2.7 0.0 0.0 1.8 0.0 2.7 Prop In Lane 1.00 1.00 1.00 0.22 0.52 0.17 1.00 0.91
Lane Grp Cap(c), veh/h 187 1604 694 36 651 658 426 0 0 480 0 354 V/C Ratio(X) 0.78 0.38 0.03 0.45 0.73 0.73 0.05 0.00 0.00 0.17 0.00 0.30 Avail Cap(c_a), veh/h 304 2019 873 181 887 896 1052 0 0 1074 0 1027 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.5 9.0 7.5 23.9 13.5 13.5 15.0 0.0 0.0 15.5 0.0 15.9 Incr Delay (d2), s/veh 2.7 0.1 0.0 3.3 2.1 2.1 0.0 0.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 1.5 0.1 0.2 3.7 3.8 0.2 0.0 0.0 0.7 0.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.2 9.1 7.5 27.2 15.6 15.6 15.0 0.0 0.0 15.6 0.0 16.1 LnGrp LOS C A A C BBBAABAB
Approach Vol, veh/h 780 978 23 185
Approach Delay, s/veh 11.9 15.8 15.0 15.9
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.6 28.0 15.6 9.8 23.9 15.6
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 28.0 32.0 8.4 24.6 32.0 Max Q Clear Time (g_c+I1), s 2.4 7.6 4.7 5.9 13.5 4.7
Green Ext Time (p_c), s 0.0 3.7 0.5 0.0 4.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 14.2
HCM 6th LOS B

6.1-6 Page 2820 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)12 416 145 136 726 172 72 158 71 83 14 Future Volume (vph)12 416 145 136 726 172 72 158 71 83 14 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)12.0 33.0 33.0 25.0 46.0 42.0 42.0 42.0 42.0 42.0 42.0 Total Split (%)12.0% 33.0% 33.0% 25.0% 46.0% 42.0% 42.0% 42.0% 42.0% 42.0% 42.0% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 55
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

6.1-7 Page 2821 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 416 145 136 726 60 172 72 158 71 83 14 Future Volume (veh/h) 12 416 145 136 726 60 172 72 158 71 83 14 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 0.97 0.99 1.00 0.97 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 13 457 135 149 798 57 189 79 144 78 91 3 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 29 963 426 194 1220 87 517 581 486 471 1104 477 Arrive On Green 0.02 0.27 0.27 0.11 0.36 0.36 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 3554 1573 1781 3357 240 1267 1870 1563 1157 3554 1535 Grp Volume(v), veh/h 13 457 135 149 422 433 189 79 144 78 91 3 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1820 1267 1870 1563 1157 1777 1535 Q Serve(g_s), s 0.4 5.3 3.4 4.0 9.8 9.8 6.1 1.5 3.4 2.6 0.9 0.1 Cycle Q Clear(g_c), s 0.4 5.3 3.4 4.0 9.8 9.8 7.0 1.5 3.4 4.0 0.9 0.1 Prop In Lane 1.00 1.00 1.00 0.13 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 29 963 426 194 645 661 517 581 486 471 1104 477 V/C Ratio(X) 0.44 0.47 0.32 0.77 0.65 0.65 0.37 0.14 0.30 0.17 0.08 0.01 Avail Cap(c_a), veh/h 268 1968 871 740 1454 1490 1083 1416 1184 990 2698 1165 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.9 15.0 14.3 21.3 13.1 13.1 14.4 12.2 12.9 13.6 12.0 11.7 Incr Delay (d2), s/veh 3.8 0.4 0.4 2.4 1.1 1.1 0.2 0.0 0.1 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.7 1.0 1.5 3.0 3.1 1.4 0.5 1.0 0.6 0.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.7 15.3 14.7 23.7 14.2 14.2 14.6 12.2 13.0 13.7 12.0 11.7 LnGrp LOS C B B C BBBBBBBB
Approach Vol, veh/h 605 1004 412 172
Approach Delay, s/veh 15.5 15.6 13.6 12.8
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.9 19.1 20.1 5.4 23.6 20.1
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 20.4 27.2 * 37 7.4 40.2 * 37 Max Q Clear Time (g_c+I1), s 6.0 7.3 6.0 2.4 11.8 9.0
Green Ext Time (p_c), s 0.1 3.1 0.5 0.0 5.3 0.8
Intersection Summary
HCM 6th Ctrl Delay 15.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-8 Page 2822 of 3744

Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)97 126 35 76 26 799 138 560
Future Volume (vph)97 126 35 76 26 799 138 560
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)28.8 28.8 28.8 28.8 31.2 31.2 31.2 31.2
Total Split (%)48.0% 48.0% 48.0% 48.0% 52.0% 52.0% 52.0% 52.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 44.2
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

6.1-9 Page 2823 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 97 126 21 35 76 113 26 799 53 138 560 58 Future Volume (veh/h) 97 126 21 35 76 113 26 799 53 138 560 58 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 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 103 134 16 37 81 90 28 850 47 147 596 58 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 382 412 49 406 204 227 481 1717 95 386 1643 160 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.50 0.50 0.50 0.50 0.50 0.50 Sat Flow, veh/h 1214 1636 195 1233 809 899 778 3419 189 621 3272 318 Grp Volume(v), veh/h 103 0 150 37 0 171 28 442 455 147 323 331 Grp Sat Flow(s),veh/h/ln 1214 0 1831 1233 0 1709 778 1777 1832 621 1777 1813 Q Serve(g_s), s 3.1 0.0 2.7 1.0 0.0 3.4 0.9 6.7 6.7 8.4 4.5 4.5 Cycle Q Clear(g_c), s 6.5 0.0 2.7 3.7 0.0 3.4 5.4 6.7 6.7 15.1 4.5 4.5 Prop In Lane 1.00 0.11 1.00 0.53 1.00 0.10 1.00 0.18
Lane Grp Cap(c), veh/h 382 0 462 406 0 431 481 892 920 386 892 910 V/C Ratio(X) 0.27 0.00 0.32 0.09 0.00 0.40 0.06 0.49 0.50 0.38 0.36 0.36 Avail Cap(c_a), veh/h 792 0 1079 828 0 1016 587 1135 1170 471 1135 1158 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.4 0.0 12.4 13.9 0.0 12.7 7.8 6.7 6.7 11.7 6.2 6.2 Incr Delay (d2), s/veh 0.4 0.0 0.4 0.1 0.0 0.6 0.0 0.4 0.4 0.6 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 0.9 0.3 0.0 1.2 0.1 1.4 1.5 0.9 1.0 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.7 0.0 12.8 14.0 0.0 13.2 7.9 7.1 7.1 12.3 6.4 6.4 LnGrp LOS BABBABAAABAA
Approach Vol, veh/h 253 208 925 801
Approach Delay, s/veh 14.0 13.4 7.2 7.5
Approach LOS BBAA
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 25.6 15.1 25.6 15.1
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 26.0 * 24 26.0 * 24
Max Q Clear Time (g_c+I1), s 8.7 8.5 17.1 5.7
Green Ext Time (p_c), s 5.2 1.0 3.4 1.1
Intersection Summary
HCM 6th Ctrl Delay 8.7
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-10 Page 2824 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.07/26/2018
Opening Year Cumulative (2020) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 6 377711
Future Vol, veh/h 6 377711
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 22222
Mvmt Flow 7 388813

Approach EB WB NB
HCM Control Delay, s 0 3.6 8.6

HCM LOS A

6.1-11 Page 2825 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 113 38 2 105 3 44 10 3 1 3 14
Future Vol, veh/h 20 113 38 2 105 3 44 10 3 1 3 14
Conflicting Peds, #/hr 0 03001000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 22222222222
Mvmt Flow 23 131 44 2 122 3 51 12 3 1 3 16

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 126 0 0 178 0 0 339 332 156 336 353 125 Stage 1 ------202202-129129-
Stage 2 ------137130-207224-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1460 - - 1398 - - 615 588 890 618 572 926 Stage 1 ------800734-875789-
Stage 2 ------866789-795718-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1459 - - 1394 - - 590 574 887 596 558 925 Mov Cap-2 Maneuver ------590574-596558-
Stage 1 ------783719-858787-
Stage 2 ------845787-765703-

Approach EB WB NB SB
HCM Control Delay, s 0.9 0.1 11.8 9.6

HCM LOS B A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)598 1459 - - 1394 - - 811
HCM Lane V/C Ratio 0.111 0.016 - - 0.002 - - 0.026
HCM Control Delay (s) 11.8 7.5 0 - 7.6 0 - 9.6
HCM Lane LOS B A A - A A - A
HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0.1

6.1-12 Page 2826 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)98 1382 19 16 873 14 9 79 11
Future Volume (vph)98 1382 19 16 873 14 9 79 11
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 43.8 43.8 9.6 40.4 36.6 36.6 36.6 36.6 Total Split (%)14.4% 48.7% 48.7% 10.7% 44.9% 40.7% 40.7% 40.7% 40.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 61.4
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

6.1-13 Page 2827 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 1382 19 16 873 41 14 9 19 79 11 110 Future Volume (veh/h) 98 1382 19 16 873 41 14 9 19 79 11 110 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.99 0.98 0.99 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 104 1470 19 17 929 40 15 10 8 84 12 61 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 134 1840 796 37 1607 69 207 133 82 420 57 291 Arrive On Green 0.08 0.52 0.52 0.02 0.46 0.46 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1538 1781 3469 149 563 617 378 1375 265 1347 Grp Volume(v), veh/h 104 1470 19 17 476 493 33 0 0 84 0 73 Grp Sat Flow(s),veh/h/ln 1781 1777 1538 1781 1777 1841 1558 0 0 1375 0 1612 Q Serve(g_s), s 3.5 20.8 0.4 0.6 12.0 12.0 0.0 0.0 0.0 1.9 0.0 2.3 Cycle Q Clear(g_c), s 3.5 20.8 0.4 0.6 12.0 12.0 0.9 0.0 0.0 2.8 0.0 2.3 Prop In Lane 1.00 1.00 1.00 0.08 0.45 0.24 1.00 0.84
Lane Grp Cap(c), veh/h 134 1840 796 37 823 853 422 0 0 420 0 348 V/C Ratio(X) 0.78 0.80 0.02 0.47 0.58 0.58 0.08 0.00 0.00 0.20 0.00 0.21 Avail Cap(c_a), veh/h 245 2214 958 146 1008 1044 888 0 0 845 0 846 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.7 12.1 7.2 29.5 12.0 12.0 19.1 0.0 0.0 19.8 0.0 19.6 Incr Delay (d2), s/veh 3.7 1.8 0.0 3.4 0.6 0.6 0.0 0.0 0.0 0.1 0.0 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 1.5 6.2 0.1 0.3 3.7 3.9 0.4 0.0 0.0 1.0 0.0 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.4 13.9 7.2 32.9 12.6 12.6 19.1 0.0 0.0 19.9 0.0 19.8 LnGrp LOS C B A C BBBAABAB
Approach Vol, veh/h 1593 986 33 157
Approach Delay, s/veh 15.0 13.0 19.1 19.8
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.9 37.4 17.8 9.2 34.1 17.8
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 38.0 32.0 8.4 34.6 32.0 Max Q Clear Time (g_c+I1), s 2.6 22.8 4.8 5.5 14.0 2.9
Green Ext Time (p_c), s 0.0 8.8 0.4 0.0 5.7 0.1
Intersection Summary
HCM 6th Ctrl Delay 14.6
HCM 6th LOS B

6.1-14 Page 2828 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)25 1172 220 101 739 191 162 220 156 139 22 Future Volume (vph)25 1172 220 101 739 191 162 220 156 139 22 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)10.3 46.3 46.3 14.0 50.0 39.7 39.7 39.7 39.7 39.7 39.7 Total Split (%)10.3% 46.3% 46.3% 14.0% 50.0% 39.7% 39.7% 39.7% 39.7% 39.7% 39.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 76.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

6.1-15 Page 2829 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 1172 220 101 739 92 191 162 220 156 139 22 Future Volume (veh/h) 25 1172 220 101 739 92 191 162 220 156 139 22 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 1.00 1.00 0.97 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 27 1247 193 107 786 78 203 172 160 166 148 10 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 51 1548 680 137 1575 156 407 539 457 321 1025 444 Arrive On Green 0.03 0.44 0.44 0.08 0.48 0.48 0.29 0.29 0.29 0.29 0.29 0.29 Sat Flow, veh/h 1781 3554 1561 1781 3257 323 1214 1870 1585 1048 3554 1541 Grp Volume(v), veh/h 27 1247 193 107 429 435 203 172 160 166 148 10 Grp Sat Flow(s),veh/h/ln 1781 1777 1561 1781 1777 1803 1214 1870 1585 1048 1777 1541 Q Serve(g_s), s 1.1 23.3 6.1 4.5 12.5 12.5 11.4 5.5 6.1 11.2 2.4 0.4 Cycle Q Clear(g_c), s 1.1 23.3 6.1 4.5 12.5 12.5 13.7 5.5 6.1 16.7 2.4 0.4 Prop In Lane 1.00 1.00 1.00 0.18 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 51 1548 680 137 859 872 407 539 457 321 1025 444 V/C Ratio(X) 0.53 0.81 0.28 0.78 0.50 0.50 0.50 0.32 0.35 0.52 0.14 0.02 Avail Cap(c_a), veh/h 133 1888 830 220 1030 1046 613 856 726 500 1632 707 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.5 18.7 13.9 34.6 13.4 13.4 25.2 21.3 21.5 27.8 20.1 19.4 Incr Delay (d2), s/veh 3.2 2.2 0.2 3.7 0.4 0.4 0.4 0.1 0.2 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 8.5 1.9 2.0 4.3 4.3 3.1 2.2 2.1 2.7 0.9 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.7 20.9 14.1 38.2 13.8 13.8 25.6 21.4 21.6 28.3 20.2 19.4 LnGrp LOS D C B D B B CCCCCB
Approach Vol, veh/h 1467 971 535 324
Approach Delay, s/veh 20.4 16.5 23.1 24.3
Approach LOS C B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.4 39.0 26.8 6.8 42.7 26.8
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 9.4 40.5 * 35 5.7 44.2 * 35 Max Q Clear Time (g_c+I1), s 6.5 25.3 18.7 3.1 14.5 15.7 Green Ext Time (p_c), s 0.0 7.9 1.0 0.0 5.4 1.1
Intersection Summary
HCM 6th Ctrl Delay 20.1
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-16 Page 2830 of 3744

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 6.2:

OPENING YEAR CUMULATIVE (2020) WITH PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS

Page 2831 of 3744 ends

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

Page 2832 of 3744 ends

Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)76 70 47 140 33 431 120 616
Future Volume (vph)76 70 47 140 33 431 120 616
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0
Total Split (%)50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 40.3
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

6.2-1 Page 2833 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 76 70 42 47 140 152 33 431 29 120 616 102 Future Volume (veh/h) 76 70 42 47 140 152 33 431 29 120 616 102 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 0.98 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 80 42 54 161 141 38 495 28 138 708 115 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 387 374 196 534 300 263 344 1404 79 462 1256 204 Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 1077 1145 601 1248 919 805 665 3419 193 879 3060 497 Grp Volume(v), veh/h 87 0 122 54 0 302 38 257 266 138 411 412 Grp Sat Flow(s),veh/h/ln 1077 0 1747 1248 0 1725 665 1777 1835 879 1777 1780 Q Serve(g_s), s 2.7 0.0 1.9 1.2 0.0 5.4 1.8 3.8 3.8 4.9 6.7 6.8 Cycle Q Clear(g_c), s 8.2 0.0 1.9 3.2 0.0 5.4 8.5 3.8 3.8 8.7 6.7 6.8 Prop In Lane 1.00 0.34 1.00 0.47 1.00 0.11 1.00 0.28
Lane Grp Cap(c), veh/h 387 0 571 534 0 563 344 729 753 462 729 731 V/C Ratio(X) 0.22 0.00 0.21 0.10 0.00 0.54 0.11 0.35 0.35 0.30 0.56 0.56 Avail Cap(c_a), veh/h 749 0 1157 960 0 1151 505 1158 1196 674 1158 1160 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.8 0.0 9.3 10.4 0.0 10.5 11.9 7.7 7.7 10.7 8.6 8.6 Incr Delay (d2), s/veh 0.3 0.0 0.2 0.1 0.0 0.8 0.1 0.3 0.3 0.4 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.6 0.3 0.0 1.8 0.2 0.9 1.0 0.7 1.7 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.1 0.0 9.5 10.5 0.0 11.3 12.0 8.0 8.0 11.1 9.3 9.3 LnGrp LOS BAABABBAABAA
Approach Vol, veh/h 209 356 561 961
Approach Delay, s/veh 11.4 11.1 8.3 9.5
Approach LOS BBAA
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 20.8 17.2 20.8 17.2
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 24.8 * 25 24.8 * 25
Max Q Clear Time (g_c+I1), s 10.5 10.2 10.7 7.4
Green Ext Time (p_c), s 2.8 0.8 4.9 2.0
Intersection Summary
HCM 6th Ctrl Delay 9.7
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-2 Page 2834 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
2: 15th St. & Driveway 1 07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 3 3 4 11 0
Future Vol, veh/h 0 3 3 4 11 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 3 3 4 12 0

Approach EB WB SB
HCM Control Delay, s 0 0 8.6

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1614 - - - 1013
HCM Lane V/C Ratio ----0.012
HCM Control Delay (s) 0 - - - 8.6
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0

6.2-3 Page 2835 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
3: 15th St. & Driveway 2 07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 29 18 9 26 0
Future Vol, veh/h 0 29 18 9 26 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 32 20 10 28 0

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 30 0 - 0 57 25
Stage 1 - - - - 25 -
Stage 2 - - - - 32 -
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 1583 - - - 950 1051
Stage 1 - - - - 998 -
Stage 2 - - - - 991 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1583 - - - 950 1051
Mov Cap-2 Maneuver - - - - 950 -
Stage 1 - - - - 998 -
Stage 2 - - - - 991 -

Approach EB WB SB
HCM Control Delay, s 0 0 8.9

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1583 - - - 950
HCM Lane V/C Ratio ----0.03
HCM Control Delay (s) 0 - - - 8.9
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0.1

6.2-4 Page 2836 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 4.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 3 52 19 4 22 14
Future Vol, veh/h 3 52 19 4 22 14
Conflicting Peds, #/hr 0 00001
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 69 69 69 69
Heavy Vehicles, % 2 22222
Mvmt Flow 4 75 28 6 32 20

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 79 0 104 43
Stage 1 - - - - 42 -
Stage 2 - - - - 62 -
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 - - 1519 - 894 1027
Stage 1 - - - - 980 -
Stage 2 - - - - 961 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1519 - 878 1026
Mov Cap-2 Maneuver - - - - 878 -
Stage 1 - - - - 962 -
Stage 2 - - - - 961 -

Approach EB WB NB
HCM Control Delay, s 0 6.1 9.1

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)930 - - 1519 -
HCM Lane V/C Ratio 0.056 - - 0.018 -
HCM Control Delay (s) 9.1 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -

6.2-5 Page 2837 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 21 66 68 7 94 2 59 15 4 3 20 57
Future Vol, veh/h 21 66 68 7 94 2 59 15 4 3 20 57
Conflicting Peds, #/hr 0 0 21 002004001
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78
Heavy Vehicles, % 2 22222222222
Mvmt Flow 27 85 87 9 121 3 76 19 5 4 26 73

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 126 0 0 193 0 0 395 348 154 342 390 126 Stage 1 ------204204-143143-
Stage 2 ------191144-199247-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1460 - - 1380 - - 565 576 892 612 545 924 Stage 1 ------798733-860779-
Stage 2 ------811778-803702-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1457 - - 1352 - - 480 548 871 577 518 921 Mov Cap-2 Maneuver ------480548-577518-
Stage 1 ------765703-840772-
Stage 2 ------716771-757673-

Approach EB WB NB SB
HCM Control Delay, s 1 0.5 13.9 10.5

HCM LOS B B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)504 1457 - - 1352 - - 757
HCM Lane V/C Ratio 0.198 0.018 - - 0.007 - - 0.135
HCM Control Delay (s) 13.9 7.5 0 - 7.7 0 - 10.5
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.7 0.1 - - 0 - - 0.5

6.2-6 Page 2838 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 130 546 21 14 762 11 6 80 8
Future Volume (vph) 130 546 21 14 762 11 6 80 8
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 33.8 33.8 9.6 30.4 36.6 36.6 36.6 36.6 Total Split (%)16.3% 42.3% 42.3% 12.0% 38.0% 45.8% 45.8% 45.8% 45.8% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 59.7
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

6.2-7 Page 2839 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 130 546 21 14 762 105 11 6 5 80 8 104 Future Volume (veh/h) 130 546 21 14 762 105 11 6 5 80 8 104 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 1.00 0.99 1.00 0.98 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 146 613 21 16 856 109 12 7 4 90 9 96 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222
Cap, veh/h 187 1607 695 36 1163 148 241 130 55 480 30 324 Arrive On Green 0.10 0.45 0.45 0.02 0.37 0.37 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1537 1781 3167 403 579 582 244 1397 136 1445 Grp Volume(v), veh/h 146 613 21 16 480 485 23 0 0 90 0 105 Grp Sat Flow(s),veh/h/ln 1781 1777 1537 1781 1777 1794 1405 0 0 1397 0 1581 Q Serve(g_s), s 3.9 5.6 0.4 0.4 11.6 11.6 0.0 0.0 0.0 0.0 0.0 2.7 Cycle Q Clear(g_c), s 3.9 5.6 0.4 0.4 11.6 11.6 2.7 0.0 0.0 2.0 0.0 2.7 Prop In Lane 1.00 1.00 1.00 0.22 0.52 0.17 1.00 0.91
Lane Grp Cap(c), veh/h 187 1607 695 36 652 659 426 0 0 480 0 354 V/C Ratio(X) 0.78 0.38 0.03 0.45 0.74 0.74 0.05 0.00 0.00 0.19 0.00 0.30 Avail Cap(c_a), veh/h 303 2017 872 181 886 894 1051 0 0 1073 0 1025 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.5 9.0 7.5 23.9 13.5 13.5 15.1 0.0 0.0 15.7 0.0 15.9 Incr Delay (d2), s/veh 2.7 0.1 0.0 3.3 2.1 2.1 0.0 0.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 1.5 0.1 0.2 3.7 3.8 0.2 0.0 0.0 0.8 0.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.2 9.1 7.5 27.2 15.7 15.7 15.1 0.0 0.0 15.7 0.0 16.1 LnGrp LOS C A A C BBBAABAB
Approach Vol, veh/h 780 981 23 195
Approach Delay, s/veh 11.9 15.8 15.1 15.9
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.6 28.1 15.7 9.8 23.9 15.7
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 28.0 32.0 8.4 24.6 32.0 Max Q Clear Time (g_c+I1), s 2.4 7.6 4.7 5.9 13.6 4.7
Green Ext Time (p_c), s 0.0 3.7 0.5 0.0 4.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 14.3
HCM 6th LOS B

6.2-8 Page 2840 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)12 422 149 136 728 173 72 158 71 83 14 Future Volume (vph)12 422 149 136 728 173 72 158 71 83 14 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)12.0 33.0 33.0 25.0 46.0 42.0 42.0 42.0 42.0 42.0 42.0 Total Split (%)12.0% 33.0% 33.0% 25.0% 46.0% 42.0% 42.0% 42.0% 42.0% 42.0% 42.0% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 55.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

6.2-9 Page 2841 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 422 149 136 728 60 173 72 158 71 83 14 Future Volume (veh/h) 12 422 149 136 728 60 173 72 158 71 83 14 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 0.97 0.99 1.00 0.97 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 13 464 140 149 800 57 190 79 144 78 91 3 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 29 965 427 194 1222 87 517 581 486 471 1104 477 Arrive On Green 0.02 0.27 0.27 0.11 0.36 0.36 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 3554 1573 1781 3358 239 1267 1870 1563 1157 3554 1535 Grp Volume(v), veh/h 13 464 140 149 423 434 190 79 144 78 91 3 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1820 1267 1870 1563 1157 1777 1535 Q Serve(g_s), s 0.4 5.4 3.5 4.0 9.8 9.8 6.1 1.5 3.4 2.6 0.9 0.1 Cycle Q Clear(g_c), s 0.4 5.4 3.5 4.0 9.8 9.8 7.0 1.5 3.4 4.1 0.9 0.1 Prop In Lane 1.00 1.00 1.00 0.13 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 29 965 427 194 646 662 517 581 486 471 1104 477 V/C Ratio(X) 0.44 0.48 0.33 0.77 0.65 0.66 0.37 0.14 0.30 0.17 0.08 0.01 Avail Cap(c_a), veh/h 268 1966 870 739 1453 1488 1082 1415 1183 989 2696 1164 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.0 15.0 14.3 21.3 13.1 13.1 14.5 12.2 12.9 13.7 12.0 11.7 Incr Delay (d2), s/veh 3.8 0.4 0.4 2.4 1.1 1.1 0.2 0.0 0.1 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.8 1.0 1.5 3.0 3.1 1.4 0.5 1.0 0.6 0.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.8 15.4 14.8 23.8 14.2 14.2 14.6 12.2 13.0 13.7 12.0 11.7 LnGrp LOS C B B C BBBBBBBB
Approach Vol, veh/h 617 1006 413 172
Approach Delay, s/veh 15.5 15.6 13.6 12.8
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.9 19.2 20.1 5.4 23.7 20.1
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 20.4 27.2 * 37 7.4 40.2 * 37 Max Q Clear Time (g_c+I1), s 6.0 7.4 6.1 2.4 11.8 9.0
Green Ext Time (p_c), s 0.1 3.1 0.5 0.0 5.3 0.8
Intersection Summary
HCM 6th Ctrl Delay 15.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-10 Page 2842 of 3744

Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)97 132 40 80 26 799 154 560
Future Volume (vph)97 132 40 80 26 799 154 560
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)28.8 28.8 28.8 28.8 31.2 31.2 31.2 31.2
Total Split (%)48.0% 48.0% 48.0% 48.0% 52.0% 52.0% 52.0% 52.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 48.5
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

6.2-11 Page 2843 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 97 132 21 40 80 123 26 799 61 154 560 58 Future Volume (veh/h) 97 132 21 40 80 123 26 799 61 154 560 58 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 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 103 140 16 43 85 101 28 850 56 164 596 58 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 357 409 47 389 193 230 487 1742 115 387 1687 164 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.52 0.52 0.52 0.52 0.52 0.52 Sat Flow, veh/h 1198 1644 188 1227 779 925 778 3379 223 615 3272 318 Grp Volume(v), veh/h 103 0 156 43 0 186 28 447 459 164 323 331 Grp Sat Flow(s),veh/h/ln 1198 0 1832 1227 0 1704 778 1777 1825 615 1777 1813 Q Serve(g_s), s 3.4 0.0 3.0 1.3 0.0 3.9 0.9 6.9 6.9 10.0 4.6 4.6 Cycle Q Clear(g_c), s 7.3 0.0 3.0 4.2 0.0 3.9 5.5 6.9 6.9 16.9 4.6 4.6 Prop In Lane 1.00 0.10 1.00 0.54 1.00 0.12 1.00 0.18
Lane Grp Cap(c), veh/h 357 0 455 389 0 423 487 916 941 387 916 935 V/C Ratio(X) 0.29 0.00 0.34 0.11 0.00 0.44 0.06 0.49 0.49 0.42 0.35 0.35 Avail Cap(c_a), veh/h 738 0 1038 785 0 973 563 1090 1120 447 1090 1112 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.5 0.0 13.1 14.8 0.0 13.4 7.7 6.6 6.6 12.1 6.1 6.1 Incr Delay (d2), s/veh 0.4 0.0 0.4 0.1 0.0 0.7 0.0 0.4 0.4 0.7 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 1.0 0.3 0.0 1.4 0.1 1.5 1.6 1.0 1.0 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.9 0.0 13.5 14.9 0.0 14.2 7.8 7.0 7.0 12.8 6.3 6.3 LnGrp LOS BABBABAAABAA
Approach Vol, veh/h 259 229 934 818
Approach Delay, s/veh 14.9 14.3 7.1 7.6
Approach LOS BBAA
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 27.0 15.3 27.0 15.3
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 26.0 * 24 26.0 * 24
Max Q Clear Time (g_c+I1), s 8.9 9.3 18.9 6.2
Green Ext Time (p_c), s 5.3 1.0 3.0 1.2
Intersection Summary
HCM 6th Ctrl Delay 8.9
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-12 Page 2844 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
2: 15th St. & Driveway 1 07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3
Intersection
Int Delay, s/veh 2.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 3 7 12 7 0
Future Vol, veh/h 0 3 7 12 7 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 3 8 13 8 0

Approach EB WB SB
HCM Control Delay, s 0 0 8.6

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1595 - - - 1000
HCM Lane V/C Ratio ----0.008
HCM Control Delay (s) 0 - - - 8.6
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0

6.2-13 Page 2845 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
3: 15th St. & Driveway 2 07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 16 27 29 17 0
Future Vol, veh/h 0 16 27 29 17 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 17 29 32 18 0

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 61 0 - 0 62 45
Stage 1 - - - - 45 -
Stage 2 - - - - 17 -
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 1542 - - - 944 1025
Stage 1 - - - - 977 -
Stage 2 - - - - 1006 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1542 - - - 944 1025
Mov Cap-2 Maneuver - - - - 944 -
Stage 1 - - - - 977 -
Stage 2 - - - - 1006 -

Approach EB WB SB
HCM Control Delay, s 0 0 8.9

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1542 - - - 944
HCM Lane V/C Ratio ----0.02
HCM Control Delay (s) 0 - - - 8.9
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0.1

6.2-14 Page 2846 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 5.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 6 27 7 7 48 11
Future Vol, veh/h 6 27 7 7 48 11
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 22222
Mvmt Flow 7 31 8 8 56 13

Approach EB WB NB
HCM Control Delay, s 0 3.7 9

HCM LOS A

6.2-15 Page 2847 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 4.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 51 113 38 2 105 3 44 20 3 1 9 32
Future Vol, veh/h 51 113 38 2 105 3 44 20 3 1 9 32
Conflicting Peds, #/hr 0 03001000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 22222222222
Mvmt Flow 59 131 44 2 122 3 51 23 3 1 10 37

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 126 0 0 178 0 0 425 404 156 413 425 125 Stage 1 ------274274-129129-
Stage 2 ------151130-284296-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1460 - - 1398 - - 540 536 890 549 521 926 Stage 1 ------732683-875789-
Stage 2 ------851789-723668-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1459 - - 1394 - - 490 509 887 508 494 925 Mov Cap-2 Maneuver ------490509-508494-
Stage 1 ------697650-835787-
Stage 2 ------804787-663636-

Approach EB WB NB SB
HCM Control Delay, s 1.9 0.1 13.4 10

HCM LOS B B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)506 1459 - - 1394 - - 767
HCM Lane V/C Ratio 0.154 0.041 - - 0.002 - - 0.064
HCM Control Delay (s) 13.4 7.6 0 - 7.6 0 - 10
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.5 0.1 - - 0 - - 0.2

6.2-16 Page 2848 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)98 1382 19 16 873 14 9 85 11
Future Volume (vph)98 1382 19 16 873 14 9 85 11
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 43.8 43.8 9.6 40.4 36.6 36.6 36.6 36.6 Total Split (%)14.4% 48.7% 48.7% 10.7% 44.9% 40.7% 40.7% 40.7% 40.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 61.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

6.2-17 Page 2849 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 1382 19 16 873 51 14 9 19 85 11 110 Future Volume (veh/h) 98 1382 19 16 873 51 14 9 19 85 11 110 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.99 0.98 0.99 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 104 1470 19 17 929 50 15 10 8 90 12 61 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 134 1840 796 37 1587 85 207 133 82 420 57 291 Arrive On Green 0.08 0.52 0.52 0.02 0.46 0.46 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1538 1781 3427 184 563 617 378 1375 265 1347 Grp Volume(v), veh/h 104 1470 19 17 482 497 33 0 0 90 0 73 Grp Sat Flow(s),veh/h/ln 1781 1777 1538 1781 1777 1835 1558 0 0 1375 0 1612 Q Serve(g_s), s 3.5 20.8 0.4 0.6 12.2 12.2 0.0 0.0 0.0 2.2 0.0 2.3 Cycle Q Clear(g_c), s 3.5 20.8 0.4 0.6 12.2 12.2 0.9 0.0 0.0 3.1 0.0 2.3 Prop In Lane 1.00 1.00 1.00 0.10 0.45 0.24 1.00 0.84
Lane Grp Cap(c), veh/h 134 1840 796 37 823 850 422 0 0 420 0 348 V/C Ratio(X) 0.78 0.80 0.02 0.47 0.59 0.59 0.08 0.00 0.00 0.21 0.00 0.21 Avail Cap(c_a), veh/h 245 2214 958 146 1008 1040 888 0 0 845 0 846 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.7 12.1 7.2 29.5 12.1 12.1 19.1 0.0 0.0 19.9 0.0 19.6 Incr Delay (d2), s/veh 3.7 1.8 0.0 3.4 0.7 0.6 0.0 0.0 0.0 0.1 0.0 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 1.5 6.2 0.1 0.3 3.8 3.9 0.4 0.0 0.0 1.0 0.0 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.4 13.9 7.2 32.9 12.7 12.7 19.1 0.0 0.0 20.0 0.0 19.8 LnGrp LOS C B A C BBBAABAB
Approach Vol, veh/h 1593 996 33 163
Approach Delay, s/veh 15.0 13.1 19.1 19.9
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.9 37.4 17.8 9.2 34.1 17.8
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 38.0 32.0 8.4 34.6 32.0 Max Q Clear Time (g_c+I1), s 2.6 22.8 5.1 5.5 14.2 2.9
Green Ext Time (p_c), s 0.0 8.8 0.4 0.0 5.8 0.1
Intersection Summary
HCM 6th Ctrl Delay 14.6
HCM 6th LOS B

6.2-18 Page 2850 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)25 1176 222 101 745 195 162 220 156 139 22 Future Volume (vph)25 1176 222 101 745 195 162 220 156 139 22 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)10.3 46.3 46.3 14.0 50.0 39.7 39.7 39.7 39.7 39.7 39.7 Total Split (%)10.3% 46.3% 46.3% 14.0% 50.0% 39.7% 39.7% 39.7% 39.7% 39.7% 39.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 76.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

6.2-19 Page 2851 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 1176 222 101 745 92 195 162 220 156 139 22 Future Volume (veh/h) 25 1176 222 101 745 92 195 162 220 156 139 22 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 1.00 1.00 0.97 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 27 1251 195 107 793 78 207 172 160 166 148 10 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 51 1550 681 137 1579 155 407 539 457 321 1024 444 Arrive On Green 0.03 0.44 0.44 0.08 0.48 0.48 0.29 0.29 0.29 0.29 0.29 0.29 Sat Flow, veh/h 1781 3554 1561 1781 3260 321 1214 1870 1585 1048 3554 1541 Grp Volume(v), veh/h 27 1251 195 107 432 439 207 172 160 166 148 10 Grp Sat Flow(s),veh/h/ln 1781 1777 1561 1781 1777 1804 1214 1870 1585 1048 1777 1541 Q Serve(g_s), s 1.1 23.4 6.1 4.5 12.7 12.7 11.7 5.5 6.1 11.3 2.4 0.4 Cycle Q Clear(g_c), s 1.1 23.4 6.1 4.5 12.7 12.7 14.0 5.5 6.1 16.8 2.4 0.4 Prop In Lane 1.00 1.00 1.00 0.18 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 51 1550 681 137 861 874 407 539 457 321 1024 444 V/C Ratio(X) 0.53 0.81 0.29 0.78 0.50 0.50 0.51 0.32 0.35 0.52 0.14 0.02 Avail Cap(c_a), veh/h 133 1884 828 219 1028 1044 611 854 724 499 1628 706 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.6 18.7 13.9 34.6 13.4 13.4 25.4 21.3 21.5 27.9 20.2 19.5 Incr Delay (d2), s/veh 3.2 2.2 0.2 3.7 0.5 0.4 0.4 0.1 0.2 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 8.6 1.9 2.0 4.3 4.4 3.1 2.2 2.1 2.8 0.9 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.8 21.0 14.1 38.3 13.9 13.9 25.8 21.4 21.7 28.4 20.2 19.5 LnGrp LOS D C B D B B CCCCCB
Approach Vol, veh/h 1473 978 539 324
Approach Delay, s/veh 20.4 16.6 23.2 24.4
Approach LOS C B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.5 39.1 26.8 6.8 42.8 26.8
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 9.4 40.5 * 35 5.7 44.2 * 35 Max Q Clear Time (g_c+I1), s 6.5 25.4 18.8 3.1 14.7 16.0 Green Ext Time (p_c), s 0.0 7.9 1.0 0.0 5.5 1.1
Intersection Summary
HCM 6th Ctrl Delay 20.1
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

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APPENDIX 6.3:

OPENING YEAR CUMULATIVE (2020) WITHOUT PROJECT CONDITIONS TRAFFIC

SIGNAL WARRANT ANALYSIS WORKSHEETS

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2020 Without Project Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =41 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =23 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2020 Without Project Conditions - Weekday AM Peak Hour Major Street Name =14th Street Total of Both Approaches (VPH) =248 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =75 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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APPENDIX 6.4:

OPENING YEAR CUMULATIVE (2020) WITH PROJECT CONDITIONS TRAFFIC SIGNAL

WARRANT ANALYSIS WORKSHEETS

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2020 With Project Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =10 Number of Approach Lanes on Major Street =1
Minor Street Name =Driveway 1 High Volume Approach (VPH) =11 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2020 With Project Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =56 Number of Approach Lanes on Major Street =1
Minor Street Name =Driveway 2 High Volume Approach (VPH) =26 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2020 With Project Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =78 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =36 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2020 With Project Conditions - Weekday AM Peak Hour Major Street Name =14th Street Total of Both Approaches (VPH) =258 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =78 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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APPENDIX 6.5:

OPENING YEAR CUMULATIVE (2020) WITHOUT PROJECT CONDITIONS QUEUING

ANALYSIS WORKSHEETS

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Queues Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 87 126 46 311 38 525 132 825
v/c Ratio 0.27 0.21 0.11 0.49 0.17 0.37 0.38 0.58
Control Delay 13.3 8.2 11.0 10.3 10.9 9.2 13.1 10.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.3 8.2 11.0 10.3 10.9 9.2 13.1 10.9
Queue Length 50th (ft) 13 11 6 31 4 31 15 52
Queue Length 95th (ft) 44 42 25 93 24 88 66 144
Internal Link Dist (ft)1938 2704 2588 1266
Turn Bay Length (ft)60 80 100 100
Base Capacity (vph) 662 1173 845 1183 361 2300 558 2277 Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.13 0.11 0.05 0.26 0.11 0.23 0.24 0.36 Intersection Summary

6.5-1 Page 2865 of 3744

Queues Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 103 156 37 201 28 906 147 658
v/c Ratio 0.30 0.29 0.10 0.37 0.06 0.42 0.45 0.31
Control Delay 16.5 14.0 13.5 10.7 8.0 8.3 16.9 7.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.5 14.0 13.5 10.7 8.0 8.3 16.9 7.3
Queue Length 50th (ft) 23 32 8 27 3 61 20 40
Queue Length 95th (ft) 53 65 24 65 19 174 #120 117
Internal Link Dist (ft)1938 2704 2588 1266
Turn Bay Length (ft)60 80 100 100
Base Capacity (vph) 672 1046 706 1011 463 2174 335 2165 Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.15 0.15 0.05 0.20 0.06 0.42 0.44 0.30 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

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APPENDIX 6.6:

OPENING YEAR CUMULATIVE (2020) WITH PROJECT CONDITIONS QUEUING

ANALYSIS WORKSHEETS

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Queues Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 87 128 54 336 38 528 138 825
v/c Ratio 0.27 0.20 0.12 0.50 0.17 0.34 0.37 0.54
Control Delay 13.0 7.7 10.6 10.0 10.2 8.4 12.1 9.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.0 7.7 10.6 10.0 10.2 8.4 12.1 9.8
Queue Length 50th (ft) 13 11 7 33 4 29 15 49
Queue Length 95th (ft) 44 42 28 99 23 85 66 138
Internal Link Dist (ft)1938 2704 2588 1266
Turn Bay Length (ft)60 80 100 100
Base Capacity (vph) 616 1202 858 1201 357 2396 579 2370 Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.14 0.11 0.06 0.28 0.11 0.22 0.24 0.35 Intersection Summary

6.6-1 Page 2869 of 3744

Queues Upland Colonies (JN 11822)
1: Campus Av. & 14th St.07/26/2018
Opening Year Cumulative (2020) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 103 162 43 216 28 915 164 658
v/c Ratio 0.35 0.34 0.13 0.43 0.07 0.49 0.60 0.35
Control Delay 17.9 14.8 14.1 12.0 8.1 9.0 23.8 7.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.9 14.8 14.1 12.0 8.1 9.0 23.8 7.8
Queue Length 50th (ft) 24 33 9 31 3 62 24 40
Queue Length 95th (ft) 54 68 26 71 19 175 #142 117
Internal Link Dist (ft)1938 2704 2588 1266
Turn Bay Length (ft)60 80 100 100
Base Capacity (vph) 569 920 615 895 403 1906 278 1902
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.18 0.18 0.07 0.24 0.07 0.48 0.59 0.35 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

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Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 7.1:

HORIZON YEAR (2040) WITHOUT PROJECT CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS

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Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 119 106 44 182 69 481 127 718
Future Volume (vph) 119 106 44 182 69 481 127 718
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0
Total Split (%)50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 44.8
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

7.1-1 Page 2873 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 119 106 85 44 182 151 69 481 29 127 718 170 Future Volume (veh/h) 119 106 85 44 182 151 69 481 29 127 718 170 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 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 137 122 92 51 209 140 79 553 28 146 825 193 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 355 357 269 459 380 254 259 1500 76 417 1246 291 Arrive On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.44 0.44 0.44 0.44 0.44 0.44 Sat Flow, veh/h 1031 981 740 1153 1044 700 554 3442 174 833 2858 668 Grp Volume(v), veh/h 137 0 214 51 0 349 79 285 296 146 513 505 Grp Sat Flow(s),veh/h/ln 1031 0 1720 1153 0 1744 554 1777 1839 833 1777 1749 Q Serve(g_s), s 6.1 0.0 4.5 1.7 0.0 7.9 6.6 5.4 5.4 7.1 11.4 11.4 Cycle Q Clear(g_c), s 14.0 0.0 4.5 6.2 0.0 7.9 18.0 5.4 5.4 12.5 11.4 11.4 Prop In Lane 1.00 0.43 1.00 0.40 1.00 0.09 1.00 0.38
Lane Grp Cap(c), veh/h 355 0 626 459 0 634 259 774 802 417 774 762 V/C Ratio(X) 0.39 0.00 0.34 0.11 0.00 0.55 0.31 0.37 0.37 0.35 0.66 0.66 Avail Cap(c_a), veh/h 501 0 868 627 0 887 293 883 913 468 883 869 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.2 0.0 11.5 13.8 0.0 12.6 18.3 9.5 9.5 13.7 11.2 11.2 Incr Delay (d2), s/veh 0.7 0.0 0.3 0.1 0.0 0.7 0.7 0.3 0.3 0.5 1.5 1.6 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 1.3 0.0 1.5 0.4 0.0 2.8 0.7 1.6 1.6 1.1 3.6 3.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.9 0.0 11.9 13.9 0.0 13.4 19.0 9.8 9.8 14.2 12.7 12.7 LnGrp LOS BABBABBAABBB
Approach Vol, veh/h 351 400 660 1164
Approach Delay, s/veh 14.6 13.4 10.9 12.9
Approach LOS BBBB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 27.0 23.0 27.0 23.0
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 24.8 * 25 24.8 * 25
Max Q Clear Time (g_c+I1), s 20.0 16.0 14.5 9.9
Green Ext Time (p_c), s 1.7 1.2 5.1 2.2
Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.1-2 Page 2874 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.08/17/2018
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 5.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 3 16 21 5 10 15
Future Vol, veh/h 3 16 21 5 10 15
Conflicting Peds, #/hr 0 00001
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 69 69 69 69
Heavy Vehicles, % 2 22222
Mvmt Flow 4 23 30 7 14 22

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 27 0 83 17
Stage 1 - - - - 16 -
Stage 2 - - - - 67 -
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 - 919 1062
Stage 1 - - - - 1007 -
Stage 2 - - - - 956 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1587 - 902 1061
Mov Cap-2 Maneuver - - - - 902 -
Stage 1 - - - - 988 -
Stage 2 - - - - 956 -

Approach EB WB NB
HCM Control Delay, s 0 5.9 8.8

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)991 - - 1587 -
HCM Lane V/C Ratio 0.037 - - 0.019 -
HCM Control Delay (s) 8.8 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0.1 -

7.1-3 Page 2875 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.08/17/2018
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 17 122 74 8 114 2 65 14 5 4 13 32
Future Vol, veh/h 17 122 74 8 114 2 65 14 5 4 13 32
Conflicting Peds, #/hr 0 0 21 002004001
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78
Heavy Vehicles, % 2 22222222222
Mvmt Flow 22 156 95 10 146 3 83 18 6 5 17 41

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 151 0 0 272 0 0 467 440 229 434 486 151 Stage 1 ------269269-170170-
Stage 2 ------198171-264316-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1430 - - 1291 - - 506 511 810 532 481 895 Stage 1 ------737687-832758-
Stage 2 ------804757-741655-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1427 - - 1265 - - 450 486 791 500 458 892 Mov Cap-2 Maneuver ------450486-500458-
Stage 1 ------709661-815750-
Stage 2 ------743749-699630-

Approach EB WB NB SB
HCM Control Delay, s 0.6 0.5 15 10.9

HCM LOS C B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)468 1427 - - 1265 - - 678
HCM Lane V/C Ratio 0.23 0.015 - - 0.008 - - 0.093
HCM Control Delay (s) 15 7.6 0 - 7.9 0 - 10.9
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.9 0 - - 0 - - 0.3

7.1-4 Page 2876 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 225 621 23 15 837 13 8 166 14
Future Volume (vph) 225 621 23 15 837 13 8 166 14
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 33.8 33.8 9.6 30.4 36.6 36.6 36.6 36.6 Total Split (%)16.3% 42.3% 42.3% 12.0% 38.0% 45.8% 45.8% 45.8% 45.8% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 63.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

7.1-5 Page 2877 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 225 621 23 15 837 173 13 8 6 166 14 190 Future Volume (veh/h) 225 621 23 15 837 173 13 8 6 166 14 190 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 1.00 0.99 1.00 0.98 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 253 698 23 17 940 185 15 9 5 187 16 192 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222
Cap, veh/h 261 1803 781 37 1128 222 160 87 32 404 25 306 Arrive On Green 0.15 0.51 0.51 0.02 0.38 0.38 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1781 3554 1539 1781 2956 581 309 415 151 1394 121 1457 Grp Volume(v), veh/h 253 698 23 17 565 560 29 0 0 187 0 208 Grp Sat Flow(s),veh/h/ln 1781 1777 1539 1781 1777 1760 876 0 0 1394 0 1578 Q Serve(g_s), s 8.1 6.9 0.4 0.5 16.5 16.5 0.1 0.0 0.0 0.7 0.0 6.9 Cycle Q Clear(g_c), s 8.1 6.9 0.4 0.5 16.5 16.5 7.0 0.0 0.0 7.7 0.0 6.9 Prop In Lane 1.00 1.00 1.00 0.33 0.52 0.17 1.00 0.92
Lane Grp Cap(c), veh/h 261 1803 781 37 678 671 279 0 0 404 0 331 V/C Ratio(X) 0.97 0.39 0.03 0.46 0.83 0.83 0.10 0.00 0.00 0.46 0.00 0.63 Avail Cap(c_a), veh/h 261 1803 781 155 763 756 766 0 0 890 0 882 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.3 8.6 7.1 27.7 16.1 16.1 18.4 0.0 0.0 20.9 0.0 20.6 Incr Delay (d2), s/veh 46.6 0.1 0.0 3.3 7.2 7.3 0.1 0.0 0.0 0.3 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.3 1.9 0.1 0.2 6.6 6.5 0.3 0.0 0.0 2.2 0.0 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.9 8.8 7.1 31.0 23.2 23.4 18.4 0.0 0.0 21.3 0.0 21.3 LnGrp LOS E A A C C C B A A C A C
Approach Vol, veh/h 974 1142 29 395
Approach Delay, s/veh 24.9 23.4 18.4 21.3
Approach LOS C C B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.8 34.9 16.6 13.0 27.7 16.6
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 28.0 32.0 8.4 24.6 32.0 Max Q Clear Time (g_c+I1), s 2.5 8.9 9.7 10.1 18.5 9.0
Green Ext Time (p_c), s 0.0 4.3 1.2 0.0 3.3 0.1
Intersection Summary
HCM 6th Ctrl Delay 23.6
HCM 6th LOS C

7.1-6 Page 2878 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)20 578 159 149 797 189 79 172 116 92 21 Future Volume (vph)20 578 159 149 797 189 79 172 116 92 21 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)12.0 33.0 33.0 25.0 46.0 42.0 42.0 42.0 42.0 42.0 42.0 Total Split (%)12.0% 33.0% 33.0% 25.0% 46.0% 42.0% 42.0% 42.0% 42.0% 42.0% 42.0% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 63.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

7.1-7 Page 2879 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 578 159 149 797 71 189 79 172 116 92 21 Future Volume (veh/h) 20 578 159 149 797 71 189 79 172 116 92 21 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 0.97 0.99 1.00 0.97 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 22 635 151 164 876 69 208 87 159 127 101 11 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 47 1040 461 211 1283 101 483 557 466 436 1058 456 Arrive On Green 0.03 0.29 0.29 0.12 0.39 0.39 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1781 3554 1574 1781 3330 262 1246 1870 1563 1133 3554 1532 Grp Volume(v), veh/h 22 635 151 164 467 478 208 87 159 127 101 11 Grp Sat Flow(s),veh/h/ln 1781 1777 1574 1781 1777 1816 1246 1870 1563 1133 1777 1532 Q Serve(g_s), s 0.6 8.0 3.9 4.7 11.5 11.5 7.6 1.8 4.2 4.9 1.1 0.3 Cycle Q Clear(g_c), s 0.6 8.0 3.9 4.7 11.5 11.5 8.6 1.8 4.2 6.6 1.1 0.3 Prop In Lane 1.00 1.00 1.00 0.14 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 47 1040 461 211 684 699 483 557 466 436 1058 456 V/C Ratio(X) 0.47 0.61 0.33 0.78 0.68 0.68 0.43 0.16 0.34 0.29 0.10 0.02 Avail Cap(c_a), veh/h 252 1850 819 695 1367 1397 999 1331 1113 908 2537 1094 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.1 15.9 14.5 22.4 13.4 13.4 16.4 13.5 14.3 16.0 13.3 13.0 Incr Delay (d2), s/veh 2.7 0.6 0.4 2.3 1.2 1.2 0.2 0.0 0.2 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 2.7 1.2 1.8 3.6 3.7 1.8 0.6 1.2 1.1 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.8 16.5 14.9 24.7 14.6 14.6 16.6 13.6 14.5 16.1 13.3 13.0 LnGrp LOS C B B C BBBBBBBB
Approach Vol, veh/h 808 1109 454 239
Approach Delay, s/veh 16.5 16.1 15.3 14.8
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.8 21.1 20.4 6.0 25.9 20.4
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 20.4 27.2 * 37 7.4 40.2 * 37 Max Q Clear Time (g_c+I1), s 6.7 10.0 8.6 2.6 13.5 10.6 Green Ext Time (p_c), s 0.2 4.1 0.7 0.0 6.0 0.9
Intersection Summary
HCM 6th Ctrl Delay 16.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.1-8 Page 2880 of 3744

Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 208 221 39 185 62 893 152 612
Future Volume (vph) 208 221 39 185 62 893 152 612
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)28.8 28.8 28.8 28.8 31.2 31.2 31.2 31.2
Total Split (%)48.0% 48.0% 48.0% 48.0% 52.0% 52.0% 52.0% 52.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 54.5
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

7.1-9 Page 2881 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 208 221 42 39 185 129 62 893 58 152 612 143 Future Volume (veh/h) 208 221 42 39 185 129 62 893 58 152 612 143 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 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 221 235 39 41 197 107 66 950 53 162 651 148 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 388 586 97 417 428 232 322 1541 86 260 1297 295 Arrive On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.45 0.45 0.45 0.45 0.45 0.45 Sat Flow, veh/h 1075 1560 259 1103 1140 619 680 3417 191 562 2876 653 Grp Volume(v), veh/h 221 0 274 41 0 304 66 494 509 162 402 397 Grp Sat Flow(s),veh/h/ln 1075 0 1819 1103 0 1759 680 1777 1831 562 1777 1752 Q Serve(g_s), s 11.3 0.0 6.4 1.6 0.0 7.5 4.4 12.2 12.2 13.8 9.3 9.3 Cycle Q Clear(g_c), s 18.8 0.0 6.4 8.0 0.0 7.5 13.7 12.2 12.2 26.0 9.3 9.3 Prop In Lane 1.00 0.14 1.00 0.35 1.00 0.10 1.00 0.37
Lane Grp Cap(c), veh/h 388 0 683 417 0 660 322 801 826 260 801 790 V/C Ratio(X) 0.57 0.00 0.40 0.10 0.00 0.46 0.20 0.62 0.62 0.62 0.50 0.50 Avail Cap(c_a), veh/h 432 0 757 466 0 738 322 801 826 260 801 790 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.7 0.0 13.2 16.2 0.0 13.6 16.1 12.0 12.0 23.1 11.2 11.2 Incr Delay (d2), s/veh 1.4 0.0 0.4 0.1 0.0 0.5 0.3 1.4 1.4 4.6 0.5 0.5 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 2.7 0.0 2.3 0.4 0.0 2.8 0.6 4.0 4.1 2.3 2.9 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.1 0.0 13.6 16.3 0.0 14.1 16.4 13.5 13.4 27.7 11.7 11.7 LnGrp LOS C ABBABBBBCBB
Approach Vol, veh/h 495 345 1069 961
Approach Delay, s/veh 17.4 14.4 13.6 14.4
Approach LOS BBBB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 31.2 26.4 31.2 26.4
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 26.0 * 24 26.0 * 24
Max Q Clear Time (g_c+I1), s 15.7 20.8 28.0 10.0
Green Ext Time (p_c), s 4.7 0.8 0.0 1.8
Intersection Summary
HCM 6th Ctrl Delay 14.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.1-10 Page 2882 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.08/17/2018
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 5.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 7 388813
Future Vol, veh/h 7 388813
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 22222
Mvmt Flow 8 399915

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 11 0 37 10
Stage 1 - - - - 10 -
Stage 2 - - - - 27 -
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 - - 1608 - 975 1071
Stage 1 - - - - 1013 -
Stage 2 - - - - 996 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1608 - 969 1071
Mov Cap-2 Maneuver - - - - 969 -
Stage 1 - - - - 1007 -
Stage 2 - - - - 996 -

Approach EB WB NB
HCM Control Delay, s 0 3.6 8.6

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)1030 - - 1608 -
HCM Lane V/C Ratio 0.024 - - 0.006 -
HCM Control Delay (s) 8.6 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -

7.1-11 Page 2883 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.08/17/2018
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 2.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 202 42 3 244 4 50 11 4 1 3 17
Future Vol, veh/h 22 202 42 3 244 4 50 11 4 1 3 17
Conflicting Peds, #/hr 0 03001000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 22222222222
Mvmt Flow 26 235 49 3 284 5 58 13 5 1 3 20

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 290 0 0 287 0 0 619 611 263 615 633 288 Stage 1 ------315315-294294-
Stage 2 ------304296-321339-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1272 - - 1275 - - 401 409 776 403 397 751 Stage 1 ------696656-714670-
Stage 2 ------705668-691640-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1271 - - 1271 - - 379 396 774 382 385 750 Mov Cap-2 Maneuver ------379396-382385-
Stage 1 ------677638-696667-
Stage 2 ------681665-657623-

Approach EB WB NB SB
HCM Control Delay, s 0.7 0.1 16.3 10.9

HCM LOS C B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)394 1271 - - 1271 - - 635
HCM Lane V/C Ratio 0.192 0.02 - - 0.003 - - 0.038
HCM Control Delay (s) 16.3 7.9 0 - 7.8 0 - 10.9
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.7 0.1 - - 0 - - 0.1

7.1-12 Page 2884 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 226 1510 21 17 959 15 19 189 17
Future Volume (vph) 226 1510 21 17 959 15 19 189 17
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 43.8 43.8 9.6 40.4 36.6 36.6 36.6 36.6 Total Split (%)14.4% 48.7% 48.7% 10.7% 44.9% 40.7% 40.7% 40.7% 40.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 71.1
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

7.1-13 Page 2885 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 226 1510 21 17 959 135 15 19 21 189 17 195 Future Volume (veh/h) 226 1510 21 17 959 135 15 19 21 189 17 195 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.99 0.99 0.99 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 240 1606 21 18 1020 140 16 20 10 201 18 151 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 222 1860 805 38 1315 180 147 169 68 413 40 332 Arrive On Green 0.12 0.52 0.52 0.02 0.42 0.42 0.23 0.23 0.23 0.23 0.23 0.23 Sat Flow, veh/h 1781 3554 1538 1781 3133 430 322 727 291 1365 170 1428 Grp Volume(v), veh/h 240 1606 21 18 578 582 46 0 0 201 0 169 Grp Sat Flow(s),veh/h/ln 1781 1777 1538 1781 1777 1786 1339 0 0 1365 0 1598 Q Serve(g_s), s 8.4 26.5 0.4 0.7 18.8 18.9 0.1 0.0 0.0 3.4 0.0 6.1 Cycle Q Clear(g_c), s 8.4 26.5 0.4 0.7 18.8 18.9 6.2 0.0 0.0 9.6 0.0 6.1 Prop In Lane 1.00 1.00 1.00 0.24 0.35 0.22 1.00 0.89
Lane Grp Cap(c), veh/h 222 1860 805 38 746 750 384 0 0 413 0 372 V/C Ratio(X) 1.08 0.86 0.03 0.48 0.77 0.78 0.12 0.00 0.00 0.49 0.00 0.45 Avail Cap(c_a), veh/h 222 2007 868 132 913 918 752 0 0 744 0 760 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.5 13.9 7.8 32.6 16.8 16.8 20.4 0.0 0.0 23.6 0.0 22.2 Incr Delay (d2), s/veh 83.1 4.0 0.0 3.4 3.4 3.4 0.1 0.0 0.0 0.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 8.9 0.1 0.3 6.9 7.0 0.6 0.0 0.0 2.8 0.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 112.5 17.9 7.8 36.0 20.2 20.2 20.4 0.0 0.0 23.9 0.0 22.5 LnGrp LOS F B A DCCCAACAC
Approach Vol, veh/h 1867 1178 46 370
Approach Delay, s/veh 30.0 20.5 20.4 23.3
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.0 41.0 20.3 13.0 34.1 20.3
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 38.0 32.0 8.4 34.6 32.0 Max Q Clear Time (g_c+I1), s 2.7 28.5 11.6 10.4 20.9 8.2 Green Ext Time (p_c), s 0.0 6.8 1.0 0.0 6.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 25.9
HCM 6th LOS C

7.1-14 Page 2886 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)50 1278 242 110 820 211 208 240 207 153 37 Future Volume (vph)50 1278 242 110 820 211 208 240 207 153 37 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)10.3 46.3 46.3 14.0 50.0 39.7 39.7 39.7 39.7 39.7 39.7 Total Split (%)10.3% 46.3% 46.3% 14.0% 50.0% 39.7% 39.7% 39.7% 39.7% 39.7% 39.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 85.6
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

7.1-15 Page 2887 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1278 242 110 820 162 211 208 240 207 153 37 Future Volume (veh/h) 50 1278 242 110 820 162 211 208 240 207 153 37 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 1360 216 117 872 152 224 221 181 220 163 26 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 71 1484 652 146 1385 241 440 635 538 323 1206 524 Arrive On Green 0.04 0.42 0.42 0.08 0.46 0.46 0.34 0.34 0.34 0.34 0.34 0.34 Sat Flow, veh/h 1781 3554 1561 1781 3013 525 1183 1870 1585 983 3554 1544 Grp Volume(v), veh/h 53 1360 216 117 514 510 224 221 181 220 163 26 Grp Sat Flow(s),veh/h/ln 1781 1777 1561 1781 1777 1761 1183 1870 1585 983 1777 1544 Q Serve(g_s), s 2.8 34.0 8.8 6.1 20.7 20.7 15.2 8.3 8.0 20.4 3.0 1.1 Cycle Q Clear(g_c), s 2.8 34.0 8.8 6.1 20.7 20.7 18.2 8.3 8.0 28.7 3.0 1.1 Prop In Lane 1.00 1.00 1.00 0.30 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 71 1484 652 146 817 809 440 635 538 323 1206 524 V/C Ratio(X) 0.75 0.92 0.33 0.80 0.63 0.63 0.51 0.35 0.34 0.68 0.14 0.05 Avail Cap(c_a), veh/h 108 1527 671 178 833 826 477 693 587 354 1320 573 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.8 25.9 18.6 42.5 19.4 19.4 27.9 23.3 23.2 34.1 21.6 20.9 Incr Delay (d2), s/veh 5.7 8.9 0.3 15.8 1.5 1.5 0.3 0.1 0.1 3.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 14.7 3.0 3.2 8.0 7.9 4.1 3.5 2.9 5.1 1.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.5 34.8 18.9 58.3 20.9 20.9 28.2 23.4 23.4 37.6 21.6 20.9 LnGrp LOS D C B E CCCCCDCC
Approach Vol, veh/h 1629 1141 626 409
Approach Delay, s/veh 33.2 24.7 25.1 30.2
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.3 45.1 36.8 8.4 49.1 36.8
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 9.4 40.5 * 35 5.7 44.2 * 35 Max Q Clear Time (g_c+I1), s 8.1 36.0 30.7 4.8 22.7 20.2 Green Ext Time (p_c), s 0.0 3.3 0.6 0.0 6.3 1.3
Intersection Summary
HCM 6th Ctrl Delay 29.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.1-16 Page 2888 of 3744

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 7.2:

HORIZON YEAR (2040) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS

Page 2889 of 3744 ends

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

Page 2890 of 3744 ends

Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 119 108 51 188 69 481 132 718
Future Volume (vph) 119 108 51 188 69 481 132 718
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0
Total Split (%)50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 45.9
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

7.2-1 Page 2891 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 119 108 85 51 188 166 69 481 32 132 718 170 Future Volume (veh/h) 119 108 85 51 188 166 69 481 32 132 718 170 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 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 137 124 92 59 216 157 79 553 32 152 825 193 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 343 368 273 466 375 273 252 1477 85 408 1236 289 Arrive On Green 0.37 0.37 0.37 0.37 0.37 0.37 0.43 0.43 0.43 0.43 0.43 0.43 Sat Flow, veh/h 1009 989 733 1151 1006 732 554 3414 197 830 2858 668 Grp Volume(v), veh/h 137 0 216 59 0 373 79 287 298 152 513 505 Grp Sat Flow(s),veh/h/ln 1009 0 1722 1151 0 1738 554 1777 1835 830 1777 1749 Q Serve(g_s), s 6.4 0.0 4.6 2.0 0.0 8.8 6.8 5.6 5.6 7.8 11.8 11.8 Cycle Q Clear(g_c), s 15.2 0.0 4.6 6.6 0.0 8.8 18.6 5.6 5.6 13.4 11.8 11.8 Prop In Lane 1.00 0.43 1.00 0.42 1.00 0.11 1.00 0.38
Lane Grp Cap(c), veh/h 343 0 642 466 0 648 252 769 794 408 769 757 V/C Ratio(X) 0.40 0.00 0.34 0.13 0.00 0.58 0.31 0.37 0.38 0.37 0.67 0.67 Avail Cap(c_a), veh/h 463 0 845 606 0 860 280 858 886 450 858 845 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.0 0.0 11.6 13.9 0.0 12.9 19.1 9.9 9.9 14.4 11.6 11.6 Incr Delay (d2), s/veh 0.8 0.0 0.3 0.1 0.0 0.8 0.7 0.3 0.3 0.6 1.7 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 1.5 0.5 0.0 3.1 0.8 1.7 1.8 1.2 3.8 3.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.7 0.0 11.9 14.0 0.0 13.7 19.8 10.2 10.2 15.0 13.3 13.4 LnGrp LOS BABBABBBBBBB
Approach Vol, veh/h 353 432 664 1170
Approach Delay, s/veh 14.9 13.7 11.3 13.6
Approach LOS BBBB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 27.4 23.9 27.4 23.9
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 24.8 * 25 24.8 * 25
Max Q Clear Time (g_c+I1), s 20.6 17.2 15.4 10.8
Green Ext Time (p_c), s 1.6 1.2 4.8 2.4
Intersection Summary
HCM 6th Ctrl Delay 13.2
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-2 Page 2892 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
2: 15th St. & Driveway 1 08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 3 3 4 11 0
Future Vol, veh/h 0 3 3 4 11 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 3 3 4 12 0

Approach EB WB SB
HCM Control Delay, s 0 0 8.6

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1614 - - - 1013
HCM Lane V/C Ratio ----0.012
HCM Control Delay (s) 0 - - - 8.6
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0

7.2-3 Page 2893 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
3: 15th St. & Driveway 2 08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 30 19 9 26 0
Future Vol, veh/h 0 30 19 9 26 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 33 21 10 28 0

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 31 0 - 0 59 26
Stage 1 - - - - 26 -
Stage 2 - - - - 33 -
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 1582 - - - 948 1050
Stage 1 - - - - 997 -
Stage 2 - - - - 989 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1582 - - - 948 1050
Mov Cap-2 Maneuver - - - - 948 -
Stage 1 - - - - 997 -
Stage 2 - - - - 989 -

Approach EB WB SB
HCM Control Delay, s 0 0 8.9

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1582 - - - 948
HCM Lane V/C Ratio ----0.03
HCM Control Delay (s) 0 - - - 8.9
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0.1

7.2-4 Page 2894 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 4.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 3 53 21 5 23 15
Future Vol, veh/h 3 53 21 5 23 15
Conflicting Peds, #/hr 0 00001
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 69 69 69 69
Heavy Vehicles, % 2 22222
Mvmt Flow 4 77 30 7 33 22

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 81 0 110 44
Stage 1 - - - - 43 -
Stage 2 - - - - 67 -
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 - - 1517 - 887 1026
Stage 1 - - - - 979 -
Stage 2 - - - - 956 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1517 - 869 1025
Mov Cap-2 Maneuver - - - - 869 -
Stage 1 - - - - 959 -
Stage 2 - - - - 956 -

Approach EB WB NB
HCM Control Delay, s 0 6 9.1

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)925 - - 1517 -
HCM Lane V/C Ratio 0.06 - - 0.02 -
HCM Control Delay (s) 9.1 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -

7.2-5 Page 2895 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 5.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 27 122 74 8 114 2 65 17 5 4 22 60
Future Vol, veh/h 27 122 74 8 114 2 65 17 5 4 22 60
Conflicting Peds, #/hr 0 0 21 002004001
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78
Heavy Vehicles, % 2 22222222222
Mvmt Flow 35 156 95 10 146 3 83 22 6 5 28 77

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 151 0 0 272 0 0 516 466 229 462 512 151 Stage 1 ------295295-170170-
Stage 2 ------221171-292342-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1430 - - 1291 - - 470 494 810 510 465 895 Stage 1 ------713669-832758-
Stage 2 ------781757-716638-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1427 - - 1265 - - 388 465 791 471 438 892 Mov Cap-2 Maneuver ------388465-471438-
Stage 1 ------679637-806750-
Stage 2 ------680749-663607-

Approach EB WB NB SB
HCM Control Delay, s 0.9 0.5 16.9 11.3

HCM LOS C B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)413 1427 - - 1265 - - 683
HCM Lane V/C Ratio 0.27 0.024 - - 0.008 - - 0.161
HCM Control Delay (s) 16.9 7.6 0 - 7.9 0 - 11.3
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 1.1 0.1 - - 0 - - 0.6

7.2-6 Page 2896 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 225 621 23 15 837 13 8 175 14
Future Volume (vph) 225 621 23 15 837 13 8 175 14
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 33.8 33.8 9.6 30.4 36.6 36.6 36.6 36.6 Total Split (%)16.3% 42.3% 42.3% 12.0% 38.0% 45.8% 45.8% 45.8% 45.8% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 80
Actuated Cycle Length: 64.2
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

7.2-7 Page 2897 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 225 621 23 15 837 176 13 8 6 175 14 190 Future Volume (veh/h) 225 621 23 15 837 176 13 8 6 175 14 190 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 1.00 0.99 1.00 0.98 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 253 698 23 17 940 189 15 9 5 197 16 192 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222
Cap, veh/h 258 1793 776 37 1120 225 164 90 33 410 26 315 Arrive On Green 0.14 0.50 0.50 0.02 0.38 0.38 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1539 1781 2944 591 324 416 154 1394 121 1457 Grp Volume(v), veh/h 253 698 23 17 567 562 29 0 0 197 0 208 Grp Sat Flow(s),veh/h/ln 1781 1777 1539 1781 1777 1758 893 0 0 1394 0 1578 Q Serve(g_s), s 8.2 7.0 0.4 0.5 16.8 16.9 0.1 0.0 0.0 1.2 0.0 6.9 Cycle Q Clear(g_c), s 8.2 7.0 0.4 0.5 16.8 16.9 7.0 0.0 0.0 8.2 0.0 6.9 Prop In Lane 1.00 1.00 1.00 0.34 0.52 0.17 1.00 0.92
Lane Grp Cap(c), veh/h 258 1793 776 37 676 669 287 0 0 410 0 341 V/C Ratio(X) 0.98 0.39 0.03 0.46 0.84 0.84 0.10 0.00 0.00 0.48 0.00 0.61 Avail Cap(c_a), veh/h 258 1793 776 154 754 746 756 0 0 879 0 871 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.7 8.9 7.2 28.1 16.3 16.4 18.3 0.0 0.0 21.1 0.0 20.5 Incr Delay (d2), s/veh 50.1 0.1 0.0 3.3 7.7 7.8 0.1 0.0 0.0 0.3 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.6 2.0 0.1 0.2 6.8 6.7 0.3 0.0 0.0 2.4 0.0 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.8 9.0 7.2 31.4 24.0 24.2 18.4 0.0 0.0 21.4 0.0 21.2 LnGrp LOS E A A C C C B A A C A C
Approach Vol, veh/h 974 1146 29 405
Approach Delay, s/veh 26.1 24.2 18.4 21.3
Approach LOS C C B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.8 35.1 17.1 13.0 27.8 17.1
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 28.0 32.0 8.4 24.6 32.0 Max Q Clear Time (g_c+I1), s 2.5 9.0 10.2 10.2 18.9 9.0 Green Ext Time (p_c), s 0.0 4.3 1.2 0.0 3.2 0.1
Intersection Summary
HCM 6th Ctrl Delay 24.4
HCM 6th LOS C

7.2-8 Page 2898 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)20 584 163 149 799 190 79 172 116 92 21 Future Volume (vph)20 584 163 149 799 190 79 172 116 92 21 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)12.0 33.0 33.0 25.0 46.0 42.0 42.0 42.0 42.0 42.0 42.0 Total Split (%)12.0% 33.0% 33.0% 25.0% 46.0% 42.0% 42.0% 42.0% 42.0% 42.0% 42.0% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 63.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

7.2-9 Page 2899 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 584 163 149 799 71 190 79 172 116 92 21 Future Volume (veh/h) 20 584 163 149 799 71 190 79 172 116 92 21 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 0.97 0.99 1.00 0.97 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 22 642 155 164 878 69 209 87 159 127 101 11 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 47 1042 461 211 1285 101 483 557 465 436 1058 456 Arrive On Green 0.03 0.29 0.29 0.12 0.39 0.39 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1781 3554 1574 1781 3331 262 1246 1870 1563 1133 3554 1532 Grp Volume(v), veh/h 22 642 155 164 468 479 209 87 159 127 101 11 Grp Sat Flow(s),veh/h/ln 1781 1777 1574 1781 1777 1816 1246 1870 1563 1133 1777 1532 Q Serve(g_s), s 0.6 8.2 4.0 4.7 11.5 11.5 7.6 1.8 4.2 4.9 1.1 0.3 Cycle Q Clear(g_c), s 0.6 8.2 4.0 4.7 11.5 11.5 8.7 1.8 4.2 6.7 1.1 0.3 Prop In Lane 1.00 1.00 1.00 0.14 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 47 1042 461 211 685 700 483 557 465 436 1058 456 V/C Ratio(X) 0.47 0.62 0.34 0.78 0.68 0.68 0.43 0.16 0.34 0.29 0.10 0.02 Avail Cap(c_a), veh/h 252 1848 818 695 1366 1395 998 1330 1112 907 2534 1093 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.1 15.9 14.5 22.4 13.4 13.4 16.4 13.5 14.4 16.0 13.3 13.0 Incr Delay (d2), s/veh 2.7 0.6 0.4 2.3 1.2 1.2 0.2 0.0 0.2 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 2.7 1.2 1.8 3.6 3.7 1.8 0.6 1.2 1.1 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.9 16.5 14.9 24.7 14.6 14.6 16.7 13.6 14.5 16.1 13.3 13.0 LnGrp LOS C B B C BBBBBBBB
Approach Vol, veh/h 819 1111 455 239
Approach Delay, s/veh 16.5 16.1 15.3 14.8
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.8 21.1 20.4 6.0 26.0 20.4
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 20.4 27.2 * 37 7.4 40.2 * 37 Max Q Clear Time (g_c+I1), s 6.7 10.2 8.7 2.6 13.5 10.7 Green Ext Time (p_c), s 0.2 4.2 0.7 0.0 6.0 0.9
Intersection Summary
HCM 6th Ctrl Delay 16.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-10 Page 2900 of 3744

Timings Upland Colonies (JN 11822)
1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 208 227 44 189 62 893 168 612
Future Volume (vph) 208 227 44 189 62 893 168 612
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)27.8 27.8 28.8 28.8 27.2 27.2 27.2 27.2 Total Split (s)28.8 28.8 28.8 28.8 31.2 31.2 31.2 31.2
Total Split (%)48.0% 48.0% 48.0% 48.0% 52.0% 52.0% 52.0% 52.0% Yellow Time (s)3.8 3.8 3.6 3.6 4.2 4.2 4.2 4.2
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)4.8 4.8 4.6 4.6 5.2 5.2 5.2 5.2
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None Min Min Min Min
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 52
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Campus Av. & 14th St.

7.2-11 Page 2901 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 208 227 42 44 189 139 62 893 66 168 612 143 Future Volume (veh/h) 208 227 42 44 189 139 62 893 66 168 612 143 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 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 221 241 39 47 201 118 66 950 61 179 651 148 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 383 599 97 420 422 248 317 1511 97 252 1283 291 Arrive On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.45 0.45 0.45 0.45 0.45 0.45 Sat Flow, veh/h 1061 1566 253 1097 1105 649 680 3385 217 558 2876 653 Grp Volume(v), veh/h 221 0 280 47 0 319 66 499 512 179 402 397 Grp Sat Flow(s),veh/h/ln 1061 0 1820 1097 0 1754 680 1777 1826 558 1777 1752 Q Serve(g_s), s 11.6 0.0 6.5 1.9 0.0 8.0 4.5 12.6 12.6 13.4 9.4 9.5 Cycle Q Clear(g_c), s 19.6 0.0 6.5 8.5 0.0 8.0 13.9 12.6 12.6 26.0 9.4 9.5 Prop In Lane 1.00 0.14 1.00 0.37 1.00 0.12 1.00 0.37
Lane Grp Cap(c), veh/h 383 0 695 420 0 670 317 793 815 252 793 782 V/C Ratio(X) 0.58 0.00 0.40 0.11 0.00 0.48 0.21 0.63 0.63 0.71 0.51 0.51 Avail Cap(c_a), veh/h 415 0 750 456 0 728 317 793 815 252 793 782 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.0 0.0 13.1 16.2 0.0 13.6 16.5 12.4 12.4 24.3 11.5 11.6 Incr Delay (d2), s/veh 1.7 0.0 0.4 0.1 0.0 0.5 0.3 1.6 1.6 9.0 0.5 0.5 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 2.7 0.0 2.4 0.5 0.0 3.0 0.6 4.3 4.4 2.9 3.0 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.7 0.0 13.5 16.3 0.0 14.1 16.9 14.0 14.0 33.3 12.1 12.1 LnGrp LOS C ABBABBBBCBB
Approach Vol, veh/h 501 366 1077 978
Approach Delay, s/veh 17.6 14.4 14.2 16.0
Approach LOS BBBB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 31.2 27.1 31.2 27.1
Change Period (Y+Rc), s 5.2 * 4.8 5.2 * 4.8
Max Green Setting (Gmax), s 26.0 * 24 26.0 * 24
Max Q Clear Time (g_c+I1), s 15.9 21.6 28.0 10.5
Green Ext Time (p_c), s 4.7 0.7 0.0 1.9
Intersection Summary
HCM 6th Ctrl Delay 15.4
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-12 Page 2902 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
2: 15th St. & Driveway 1 08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4
Intersection
Int Delay, s/veh 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 3 8 12 7 0
Future Vol, veh/h 0 3 8 12 7 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 3 9 13 8 0

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 22 0 - 0 19 16
Stage 1 - - - - 16 -
Stage 2 - - - - 3 -
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 1593 - - - 998 1063
Stage 1 - - - - 1007 -
Stage 2 - - - - 1020 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1593 - - - 998 1063
Mov Cap-2 Maneuver - - - - 998 -
Stage 1 - - - - 1007 -
Stage 2 - - - - 1020 -

Approach EB WB SB
HCM Control Delay, s 0 0 8.6

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1593 - - - 998
HCM Lane V/C Ratio ----0.008
HCM Control Delay (s) 0 - - - 8.6
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0

7.2-13 Page 2903 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
3: 15th St. & Driveway 2 08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 17 28 29 17 0
Future Vol, veh/h 0 17 28 29 17 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 18 30 32 18 0

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 62 0 - 0 64 46
Stage 1 - - - - 46 -
Stage 2 - - - - 18 -
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 1541 - - - 942 1023
Stage 1 - - - - 976 -
Stage 2 - - - - 1005 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1541 - - - 942 1023
Mov Cap-2 Maneuver - - - - 942 -
Stage 1 - - - - 976 -
Stage 2 - - - - 1005 -

Approach EB WB SB
HCM Control Delay, s 0 0 8.9

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h)1541 - - - 942
HCM Lane V/C Ratio ----0.02
HCM Control Delay (s) 0 - - - 8.9
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0.1

7.2-14 Page 2904 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
4: Alta Av. & 15th St.08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6
Intersection
Int Delay, s/veh 5.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 7 27 8 8 49 13
Future Vol, veh/h 7 27 8 8 49 13
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 22222
Mvmt Flow 8 31 9 9 57 15

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 39 0 51 24
Stage 1 - - - - 24 -
Stage 2 - - - - 27 -
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 - - 1571 - 958 1052
Stage 1 - - - - 999 -
Stage 2 - - - - 996 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1571 - 952 1052
Mov Cap-2 Maneuver - - - - 952 -
Stage 1 - - - - 993 -
Stage 2 - - - - 996 -

Approach EB WB NB
HCM Control Delay, s 0 3.7 9

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)971 - - 1571 -
HCM Lane V/C Ratio 0.074 - - 0.006 -
HCM Control Delay (s) 9 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0 -

7.2-15 Page 2905 of 3744

HCM 6th TWSC Upland Colonies (JN 11822)
5: Alta Av. & 14th St.08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7
Intersection
Int Delay, s/veh 3.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 53 202 42 3 244 4 50 21 4 1 9 35
Future Vol, veh/h 53 202 42 3 244 4 50 21 4 1 9 35
Conflicting Peds, #/hr 0 03001000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 22222222222
Mvmt Flow 62 235 49 3 284 5 58 24 5 1 10 41

Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 290 0 0 287 0 0 705 683 263 692 705 288 Stage 1 ------387387-294294-
Stage 2 ------318296-398411-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1272 - - 1275 - - 351 372 776 358 361 751 Stage 1 ------637610-714670-
Stage 2 ------693668-628595-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1271 - - 1271 - - 308 348 774 321 338 750 Mov Cap-2 Maneuver ------308348-321338-
Stage 1 ------598573-672667-
Stage 2 ------643665-563559-

Approach EB WB NB SB
HCM Control Delay, s 1.4 0.1 19.8 11.7

HCM LOS C B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)329 1271 - - 1271 - - 589
HCM Lane V/C Ratio 0.265 0.048 - - 0.003 - - 0.089
HCM Control Delay (s) 19.8 8 0 - 7.8 0 - 11.7
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 1 0.2 - - 0 - - 0.3

7.2-16 Page 2906 of 3744

Timings Upland Colonies (JN 11822)
6: Alta Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 226 1510 21 17 959 15 19 195 17
Future Volume (vph) 226 1510 21 17 959 15 19 195 17
Turn Type Prot NA Perm Prot NA Perm NA Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 4
Detector Phase 522168844
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 27.8 33.6 33.6 36.6 36.6 Total Split (s)13.0 43.8 43.8 9.6 40.4 36.6 36.6 36.6 36.6 Total Split (%)14.4% 48.7% 48.7% 10.7% 44.9% 40.7% 40.7% 40.7% 40.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.6 3.6 3.6 3.6
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
Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.6 4.6 4.6
Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 71.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 6: Alta Av. & Foothill Bl. (SR-66)

7.2-17 Page 2907 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 6: Alta Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 226 1510 21 17 959 145 15 19 21 195 17 195 Future Volume (veh/h) 226 1510 21 17 959 145 15 19 21 195 17 195 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 0.99 0.99 0.99 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 240 1606 21 18 1020 150 16 20 10 207 18 151 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 221 1854 802 38 1299 191 148 171 69 416 40 337 Arrive On Green 0.12 0.52 0.52 0.02 0.42 0.42 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1781 3554 1538 1781 3102 456 325 725 292 1365 170 1428 Grp Volume(v), veh/h 240 1606 21 18 584 586 46 0 0 207 0 169 Grp Sat Flow(s),veh/h/ln 1781 1777 1538 1781 1777 1781 1343 0 0 1365 0 1598 Q Serve(g_s), s 8.4 26.7 0.4 0.7 19.3 19.3 0.1 0.0 0.0 3.8 0.0 6.1 Cycle Q Clear(g_c), s 8.4 26.7 0.4 0.7 19.3 19.3 6.2 0.0 0.0 10.0 0.0 6.1 Prop In Lane 1.00 1.00 1.00 0.26 0.35 0.22 1.00 0.89
Lane Grp Cap(c), veh/h 221 1854 802 38 744 746 388 0 0 416 0 377 V/C Ratio(X) 1.09 0.87 0.03 0.48 0.78 0.79 0.12 0.00 0.00 0.50 0.00 0.45 Avail Cap(c_a), veh/h 221 1993 863 131 908 910 747 0 0 739 0 755 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.7 14.1 7.9 32.8 17.0 17.1 20.4 0.0 0.0 23.7 0.0 22.1 Incr Delay (d2), s/veh 85.5 4.1 0.0 3.4 3.7 3.8 0.1 0.0 0.0 0.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.5 9.0 0.1 0.3 7.2 7.2 0.6 0.0 0.0 2.9 0.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 115.2 18.2 7.9 36.2 20.8 20.8 20.4 0.0 0.0 24.0 0.0 22.4 LnGrp LOS F B A DCCCAACAC
Approach Vol, veh/h 1867 1188 46 376
Approach Delay, s/veh 30.6 21.0 20.4 23.3
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.0 41.1 20.6 13.0 34.2 20.6
Change Period (Y+Rc), s 4.6 5.8 4.6 4.6 5.8 4.6
Max Green Setting (Gmax), s 5.0 38.0 32.0 8.4 34.6 32.0 Max Q Clear Time (g_c+I1), s 2.7 28.7 12.0 10.4 21.3 8.2 Green Ext Time (p_c), s 0.0 6.6 1.0 0.0 5.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 26.4
HCM 6th LOS C

7.2-18 Page 2908 of 3744

Timings Upland Colonies (JN 11822)
7: Grove Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)50 1282 244 110 826 215 208 240 207 153 37 Future Volume (vph)50 1282 244 110 826 215 208 240 207 153 37 Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4
Permitted Phases 2 8 8 4 4
Detector Phase 52216888444
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 27.8 27.8 9.6 35.8 14.8 14.8 14.8 39.7 39.7 39.7 Total Split (s)10.3 46.3 46.3 14.0 50.0 39.7 39.7 39.7 39.7 39.7 39.7 Total Split (%)10.3% 46.3% 46.3% 14.0% 50.0% 39.7% 39.7% 39.7% 39.7% 39.7% 39.7% Yellow Time (s)3.6 4.8 4.8 3.6 4.8 3.8 3.8 3.8 3.7 3.7 3.7 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 5.8 4.6 5.8 4.8 4.8 4.8 4.7 4.7 4.7 Lead/Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None None None None None Min Min Min Min Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 85.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Grove Av. & Foothill Bl. (SR-66)

7.2-19 Page 2909 of 3744

HCM 6th Signalized Intersection Summary Upland Colonies (JN 11822) 7: Grove Av. & Foothill Bl. (SR-66)08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1282 244 110 826 162 215 208 240 207 153 37 Future Volume (veh/h) 50 1282 244 110 826 162 215 208 240 207 153 37 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 1364 219 117 879 152 229 221 181 220 163 26 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 71 1485 652 146 1388 240 440 635 538 323 1206 524 Arrive On Green 0.04 0.42 0.42 0.08 0.46 0.46 0.34 0.34 0.34 0.34 0.34 0.34 Sat Flow, veh/h 1781 3554 1561 1781 3017 522 1183 1870 1585 983 3554 1544 Grp Volume(v), veh/h 53 1364 219 117 518 513 229 221 181 220 163 26 Grp Sat Flow(s),veh/h/ln 1781 1777 1561 1781 1777 1762 1183 1870 1585 983 1777 1544 Q Serve(g_s), s 2.8 34.2 9.0 6.1 21.0 21.0 15.7 8.4 8.0 20.4 3.0 1.1 Cycle Q Clear(g_c), s 2.8 34.2 9.0 6.1 21.0 21.0 18.7 8.4 8.0 28.7 3.0 1.1 Prop In Lane 1.00 1.00 1.00 0.30 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 71 1485 652 146 817 810 440 635 538 323 1206 524 V/C Ratio(X) 0.75 0.92 0.34 0.80 0.63 0.63 0.52 0.35 0.34 0.68 0.14 0.05 Avail Cap(c_a), veh/h 108 1525 670 177 832 825 476 692 586 354 1318 573 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.8 26.0 18.6 42.6 19.4 19.4 28.1 23.4 23.3 34.1 21.6 21.0 Incr Delay (d2), s/veh 5.8 9.2 0.3 15.8 1.5 1.6 0.4 0.1 0.1 3.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 14.8 3.0 3.2 8.1 8.0 4.3 3.5 2.9 5.1 1.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.6 35.1 18.9 58.4 21.0 21.0 28.4 23.5 23.4 37.7 21.6 21.0 LnGrp LOS D D B E CCCCCDCC
Approach Vol, veh/h 1636 1148 631 409
Approach Delay, s/veh 33.4 24.8 25.2 30.2
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.3 45.2 36.8 8.4 49.2 36.8
Change Period (Y+Rc), s 4.6 5.8 * 4.8 4.6 5.8 * 4.8
Max Green Setting (Gmax), s 9.4 40.5 * 35 5.7 44.2 * 35 Max Q Clear Time (g_c+I1), s 8.1 36.2 30.7 4.8 23.0 20.7 Green Ext Time (p_c), s 0.0 3.2 0.6 0.0 6.3 1.3
Intersection Summary
HCM 6th Ctrl Delay 29.1
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

7.2-20 Page 2910 of 3744

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 7.3:

HORIZON YEAR (2040) WITHOUT PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT

ANALYSIS WORKSHEETS

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Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2040 Without Project Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =45 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =25 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2040 Without Project Conditions - Weekday AM Peak Hour Major Street Name =14th Street Total of Both Approaches (VPH) =337 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =84 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 7.4:

HORIZON YEAR (2040) WITH PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT

ANALYSIS WORKSHEETS

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Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2040 With Project Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =10 Number of Approach Lanes on Major Street =1
Minor Street Name =Driveway 1 High Volume Approach (VPH) =11 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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7.4-1 Page 2917 of 3744

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2040 With Project Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =58 Number of Approach Lanes on Major Street =1
Minor Street Name =Driveway 2 High Volume Approach (VPH) =26 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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7.4-2 Page 2918 of 3744

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2040 With Project Conditions - Weekday AM Peak Hour Major Street Name =15th Street Total of Both Approaches (VPH) =82 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =38 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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7.4-3 Page 2919 of 3744

California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = 2040 With Project Conditions - Weekday AM Peak Hour Major Street Name =14th Street Total of Both Approaches (VPH) =355 Number of Approach Lanes on Major Street =1
Minor Street Name =Alta Avenue High Volume Approach (VPH) =87 Number of Approach Lanes On Minor Street =1
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

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7.4-4 Page 2920 of 3744

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 7.5:

HORIZON YEAR (2040) WITHOUT PROJECT CONDITIONS QUEUING ANALYSIS

WORKSHEETS

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Upland Colonies Traffic Impact Analysis
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Queues Upland Colonies (JN 11822)
1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) Without Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 137 220 51 383 79 586 146 1020
v/c Ratio 0.55 0.36 0.13 0.61 0.47 0.38 0.41 0.66
Control Delay 22.8 10.0 12.2 14.7 21.9 9.6 14.2 12.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.8 10.0 12.2 14.7 21.9 9.6 14.2 12.3
Queue Length 50th (ft) 29 27 9 61 12 43 22 85
Queue Length 95th (ft) 75 68 28 131 #63 100 76 187
Internal Link Dist (ft)1938 2704 2588 1266
Turn Bay Length (ft)60 80 100 100
Base Capacity (vph) 451 1041 686 1059 222 2037 465 2007 Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.30 0.21 0.07 0.36 0.36 0.29 0.31 0.51 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

7.5-1 Page 2923 of 3744

Queues Upland Colonies (JN 11822)
1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) Without Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 221 280 41 334 66 1012 162 803
v/c Ratio 0.80 0.46 0.12 0.53 0.24 0.60 0.85 0.48
Control Delay 39.1 15.3 12.6 14.8 13.4 13.1 59.0 10.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 39.1 15.3 12.6 14.8 13.4 13.1 59.0 10.9
Queue Length 50th (ft) 63 64 9 68 12 120 45 82
Queue Length 95th (ft) #158 116 26 129 41 202 #161 144
Internal Link Dist (ft)1938 2704 2588 1266
Turn Bay Length (ft)60 80 100 100
Base Capacity (vph) 370 817 440 816 272 1696 190 1682
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.60 0.34 0.09 0.41 0.24 0.60 0.85 0.48 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

7.5-2 Page 2924 of 3744

Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
APPENDIX 7.6:

HORIZON YEAR (2040) WITH PROJECT CONDITIONS QUEUING ANALYSIS

WORKSHEETS

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Upland Colonies Traffic Impact Analysis
11822-06 TIA Report.docx
This Page Intentionally Left Blank

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Queues Upland Colonies (JN 11822)
1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) With Project - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 137 222 59 407 79 590 152 1020
v/c Ratio 0.57 0.35 0.15 0.63 0.49 0.39 0.44 0.67
Control Delay 23.8 9.8 12.2 14.9 24.3 10.1 15.5 13.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.8 9.8 12.2 14.9 24.3 10.1 15.5 13.0
Queue Length 50th (ft) 30 28 11 68 13 47 25 94
Queue Length 95th (ft) 76 68 31 139 #70 105 83 195
Internal Link Dist (ft)1938 2704 2588 1266
Turn Bay Length (ft)60 80 100 100
Base Capacity (vph) 413 1022 671 1039 212 1994 451 1967 Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.33 0.22 0.09 0.39 0.37 0.30 0.34 0.52 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

7.6-1 Page 2927 of 3744

Queues Upland Colonies (JN 11822)
1: Campus Av. & 14th St.08/17/2018
Horizon Year (2040) With Project - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 221 286 47 349 66 1020 179 803
v/c Ratio 0.97 0.51 0.16 0.61 0.23 0.58 0.87 0.46
Control Delay 71.7 16.9 13.8 17.2 11.8 11.5 58.0 9.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 71.7 16.9 13.8 17.2 11.8 11.5 58.0 9.6
Queue Length 50th (ft) 65 65 10 72 10 101 43 67
Queue Length 95th (ft) #169 119 29 136 40 204 #175 144
Internal Link Dist (ft)1938 2704 2588 1266
Turn Bay Length (ft)60 80 100 100
Base Capacity (vph) 354 854 445 849 293 1772 206 1756
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.62 0.33 0.11 0.41 0.23 0.58 0.87 0.46 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

7.6-2 Page 2928 of 3744

11822-08 RTC Letter

June 6, 2019

Mr. Ponce Yambot
City of Upland
460 N. Euclid Avenue
Upland, CA 91786

SUBJECT: UPLAND COLONIES (VILLA SERENA) TRAFFIC IMPACT ANALYSIS RESPONSE TO COMMENTS Dear Mr. Ponce Yambot:

This Response to Comments letter has been prepared for the Upland Colonies Traffic Impact Analysis (dated August 23, 2018), which is located north of 15th Street, between Himalayas Circle and Monte Verde Avenue in the City of Upland. A copy of the City’s December 31, 2018 comment letter is provided in Attachment A.

COMMENT #1

1.1 PROJECT OVERVIEW
Unit count, trip generation and site access driveways are not consistent with Appendix 1.1 RESPONSE #1
The approved scoping agreement included the development of 85 single family residential dwelling units. The Project evaluated the development of 66 single family residential dwelling units in the traffic study. The traffic study, although evaluating fewer dwelling units, conservatively continues to evaluate the same study area identified in the approved scoping agreement (see Appendix 1.1).

COMMENT #2
Exhibit 1-1 Preliminary Site Plan does not match Appendix 1.1 RESPONSE #2
The site plan was updated after the scoping agreement was approved and while the analysis was under way. However, the site plan changes included a reduction to the number of dwelling units. The traffic study conservatively continues to evaluate the study area identified with the 85 single family residential dwelling units originally proposed in the scoping agreement.

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Mr. Ponce Yambot
City of Upland
June 6, 2019

Page 2 of 9 ends

11822-08 RTC Letter

COMMENT #3

1.2 STUDY INTERSECTIONS
Eleven (11) are noted in text, seven (7) are shown in Table 1-1 RESPONSE #3
Report text had a typo. Text now correctly references 7 intersections.

COMMENT #4
Table 1-1 does not match Appendix 1.1
RESPONSE #4
Table 1-1 does match Appendix 1.1. The City had added 2 intersections (Alta at Foothill and Grove at Foothill) to the scoping agreement (see page 2 of Appendix 1.1). These intersections are reflected in the traffic study, but are not shown in the graphics in Appendix 1.1 because they were added afterwards.

COMMENT #5
Exhibit 1:2 does not match Appendix 1.1
RESPONSE #5
The City added 2 intersections to the study area (see handwritten intersections on page 2 of Appendix

1.1). These are not shown in the exhibits in the scoping agreement, but were added to the study area for the purposes of the traffic study.

COMMENT #6
Exhibit 1-3 does not match Appendix 1.1
RESPONSE #6
Exhibit 1-3 was not included in the scoping agreement. It reflects a summary of the peak hour operations analysis. The study area intersections evaluated includes the 2 locations added by the City.

Page 2930 of 3744 ends

Mr. Ponce Yambot
City of Upland
June 6, 2019

Page 3 of 9 ends

11822-08 RTC Letter

COMMENT #7
Exhibit 1-4 does not match Appendix 1.1
RESPONSE #7
See Response #2.

COMMENT #8

1.7 ON-SITE ROADWAY AND SITE ACCESS IMPROVEMENTS
Site access does not match the Scoping Agreement which aligns one (1) driveway with 13th Street RESPONSE #8
The revised site plan shows a slight off-set from 13th Avenue to Driveway 2 (approximately 89 feet centerline-to-centerline). The space is sufficient to accommodate up to 2 vehicles, which is more than adequate to serve the peak hour volumes at 13th Avenue. As shown in the traffic study, the Project is not anticipated to have any eastbound left-turns at Driveway 2 in light of the fact that 15th Street is not a through street to the west (terminates just west of Fernando Avenue). Project traffic is anticipated to utilize Monte Verde Avenue to access the local roadway network from the site. As such, there is nominal conflict anticipated between these back-to-back left turns between Driveway 2 and 13th Avenue.

Attachment B includes a copy of a traffic count collected at 13th Avenue and 15th Street.

COMMENT #9

2.3 TRAFFIC SIGNAL WARRANT ANALYSIS METHODOLOGY
Table 2-3 does not match Appendix 1.1
RESPONSE #9
See Response #4.

COMMENT #10

2.4.3 SAN BERNARDINO COUNTY CMP
Document references intersection of Etiwanda Avenue & Baseline Road in error.

RESPONSE #10
Text has been revised to correctly reference the intersection of Grove Avenue and Foothill Boulevard as the CMP intersection.

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Mr. Ponce Yambot
City of Upland
June 6, 2019

Page 4 of 9 ends

11822-08 RTC Letter

COMMENT #11

3.1 EXISTING CIRCULATION SYSTEM
Text references seven (7) study intersections; does not match Appendix 1.1 RESPONSE #11
See Response #4.

COMMENT #12
Exhibit 3-1 does not match Appendix 1.1
RESPONSE #12
See Response #4.

COMMENT #13

3.5 EXISTING (2018) TRAFFIC COUNTS
Local School Traffic added per subsequent discussion and Appendices a. Shown in Appendices 3 Graphics & Tables
RESPONSE #13
No response necessary.

COMMENT #14
Exhibit 3-10 does not match Appendix 1.1
RESPONSE #14
See Response #4.

COMMENT #15
Exhibit 3-11 does not match Appendix 1.1
RESPONSE #15
See Response #4.

Page 2932 of 3744 ends

Mr. Ponce Yambot
City of Upland
June 6, 2019

Page 5 of 9 ends

11822-08 RTC Letter

COMMENT #16
Exhibit 3-12 does not match Appendix 1.1
RESPONSE #16
See Response #4.

COMMENT #17
Additionally, the School Only Traffic Volumes appear to have discrepancies as follows:
a. Foothill High School graphic is missing from Appendix 3 i.Instead there are (2) Foothill Knolls
ii.These schools have significant trip generation differences; are they accounted for properly in overall analysis?
RESPONSE #17
There is no Foothill High School in the Upland Unified School District. The only 2 high schools are Upland High School and Hillside High School. As shown on the trip generation, the following schools were included (with traffic distributed according to the referenced exhibit):
• Sierra Vista Elementary School – see Exhibit 3.2-1
• Foothill Knolls (K-8) – see Exhibit 3.2-2
• Valle Vista Elementary School – see Exhibit 3.2-3
• Upland Junior High School – see Exhibit 3.2-4
• Upland High School – see Exhibit 3.2-5
• Alta Loma High School – see Exhibit 3.2-6
Foothill Knolls was not duplicated in the forecasting. The trip generation is driven by type of school (elementary, junior high, or high school) and the number of students. The trip distribution is based on school district boundaries for each school and the areas that each school serves.

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Mr. Ponce Yambot
City of Upland
June 6, 2019

Page 6 of 9 ends

11822-08 RTC Letter

COMMENT #18
b. Foothill High School is listed in Table 3-2-1
i. No Graphic
RESPONSE #18
There is no Foothill High School in the Upland Unified School District. The only 2 high schools are Upland High School and Hillside High School.

COMMENT #19
Exhibit 3-13 does not match Appendix 1.1
a. Is Foothill High School volume correct?
RESPONSE #19
See Response #4 and Response #18. The trip assignment of the schools is shown on Exhibit 3-12, which are based on the trip generation and trip distribution patterns provided in Appendix 3.2. Volumes shown on Exhibit 3-13 include existing baseline traffic counts and the school volumes shown previously on Exhibit 3-12. This is also discussed in the report text in the last paragraph of Section 3.5 of the traffic study.

COMMENT #20
Exhibit 3-14 does not match Appendix 1.1
a. Is the Summary correct?
RESPONSE #20
Yes, the summary of level of service peak hour operations is correct based on the forecasts, traffic controls, and lane geometrics identified in Chapter 3 of the traffic study.

COMMENT #21
Table 3-1 does not match Appendix 1.1
RESPONSE #21
See Response #4.

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Mr. Ponce Yambot
City of Upland
June 6, 2019

Page 7 of 9 ends

11822-08 RTC Letter

COMMENT #22
4 PROJECTED FUTURE TRAFFIC
Text does not match Appendix 1.1
RESPONSE #22
See Response #1.

COMMENT #23
Table 4-1 does not match Appendix 1.1
RESPONSE #23
See Response #1.

COMMENT #24
Exhibit 4-1 does not match Appendix 1.1
RESPONSE #24
The trip distribution from the scoping agreement was expanded to include the two intersections added by City staff during the scoping process (see Appendix 1.1).

COMMENT #25
Exhibit 4-2 does not match Appendix 1.1
RESPONSE #25
Exhibit 4-2 was not included in the scoping agreement.

COMMENT #26
5 E+P TRAFFIC CONDITIONS
Exhibits & Tables do not match Appendix 1.1
RESPONSE #26
See Response #1 and Response #4.

Page 2935 of 3744 ends

Mr. Ponce Yambot
City of Upland
June 6, 2019

Page 8 of 9 ends

11822-08 RTC Letter

COMMENT #27
6 OPENING YEAR CUMULATIVE (2020) TRAFFIC ANALYSIS
Exhibits & Tables do not match Appendix 1.1
RESPONSE #27
See Response #1 and Response #4.

COMMENT #28
7 HORIZON YEAR (2040) TRAFFIC ANALYSIS
Exhibits & Tables do not match Appendix 1.1
RESPONSE #28
See Response #1 and Response #4.

COMMENT #29

7.5 TRAFFIC SIGNAL WARRANTS ANALYSIS
Text references that under E + P traffic conditions, there were noted previous warranted locations a. It appears that Section 5.2 (page 45) is not consistent with this statement.

RESPONSE #29
Section 5.4 identifies that there are no study area intersections warranting a traffic signal for E+P traffic conditions.

COMMENT #30
b. Please clarify.

RESPONSE #30
The phrase “in addition to those previously warranted for E+P traffic conditions” has been removed from Section 6.5 and 7.5 of the revised traffic study. There were no intersections warranted under E+P or any other future traffic analysis scenarios.

Page 2936 of 3744 ends

Mr. Ponce Yambot
City of Upland
June 6, 2019

Page 9 of 9 ends

11822-08 RTC Letter

If you have any questions, please contact me directly at (949) 336-5982.

Respectfully submitted,
URBAN CROSSROADS, INC.

Charlene So, PE
Associate Principal

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11822-08 RTC Letter

ATTACHMENT A
CITY OF UPLAND COMMENTS, DECEMBER 31, 2018

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TKE ENGINEERING
2305 Chicago Avenue, Riverside, CA 92507 ● (951) 680 -0440 ● FAX (951) 680 -0490 ● www.tkeengineering.com Traffic Impact Analysis
Engineers/Surveyors
2305 Chicago Avenue
Riverside, California 92507
(951) 680-0440 Fax (951) 680-0490
SUBMITTAL NO. 1 DATE: 12/31/2018
TO: City of Upland: Ponce Yambot
Urban Crossroads
Cc: Mike Thornton
PROJECT NO: Traffic Impact Analysis: Upland
Colonies; Dated August 23, 2018
VILLA SERENA ( @ 15th Street)
LOCATION N/O 15th St & W/O Alta Ave
SUBJECT Traffic Impact Analysis report; 1st PC
FROM: Monae Pugh
Traffic Engineering
The following Comments are being offered for the Traffic Impact Analysis (TIA) dated August 23, 2018:

On behalf of the City of Upland, TKE Engineering has completed the first (1st) review of the Traffic Impact Analysis (TIA) for the Project known as Upland Colonies.

Project Background
The proposed project consists of the development of 66 single family detached residential dwelling units.

The project is anticipated to be developed in a single phase with an opening year of 2020.

The project is anticipated to generate a net total of 623 trip-ends with 50 A.M. & 65 P.M. peak hour trips.

Methodology
The report methodology is generally consistent with San Bernardino County Congestion Management Program (CMP) Guidelines for CMP Traffic Impact Analysis Reports.

However, the Scoping Agreement approved 7/10/18, and as attached to the report in Appendix 1:1 does not align with the document.

Scoping
The Scoping Agreement, as attached to report Appendices, generally differs as follows:
•85 Single Family Detached Units
o Project Trip Generation Summary
•Site Plan
o Two Access Driveways on 15th Street
o Neither location aligns with 13th Street
•Study Intersections

Page 2939 of 3744 ends

Page 2 of 4 ends

TKE ENGINEERING
2305 Chicago Avenue, Riverside, CA 92507 ● (951) 680 -0440 ● FAX (951) 680 -0490 ● www.tkeengineering.com As such, the following comments are listed and referenced for reconciliation and updating. Please note that every effort was made to include all discrepancies however a thorough update to the document is required.

Additionally, a current & approved Site Plan is required with the Traffic Analysis submittal.

Specific Report Comments:
1 INTRODUCTION

1.1 Project Overview
•Unit count, trip generation and site access driveways are not consistent with Appendix 1.1 •Exhibit 1-1 Preliminary Site Plan does not match Appendix 1:1

1.2 Study Intersections
•Eleven (11) are noted in text, seven (7) are shown in Table 1-1 •Table 1-1 does not match Appendix 1:1
•Exhibit 1:2 does not match Appendix 1:1
•Exhibit 1-3 does not match Appendix 1:1
•Exhibit 1-4 does not match Appendix 1:1

1.7 On-Site Roadway and Site Access Improvements
•Site access does not match the Scoping Agreement which aligns one (1) driveway with 13th Street 2 METHODOLOGIES

2.3 Traffic Signal Warrant Analysis Methodology
•Table 2-3 does not match Appendix 1:1

2.4.3 San Bernardino County CMP
•Document references intersection of Etiwanda Avenue & Baseline Road in error. 3 AREA CONDITIONS

3.1 Existing Circulation System
•Text references seven (7) study intersections; does not match Appendix 1:1 •Exhibit 3-1 does not match Appendix 1:1

3.5 Existing (2018) Traffic Counts
•Local School Traffic added per subsequent discussion and Appendices o Shown in Appendices 3 Graphics & Tables
1 2
3 4
5 6
7 8
9 10
11 12
13

Page 2940 of 3744 ends

Page 3 of 4 ends

TKE ENGINEERING
2305 Chicago Avenue, Riverside, CA 92507 ● (951) 680 -0440 ● FAX (951) 680 -0490 ● www.tkeengineering.com •Exhibit 3-10 does not match Appendix 1:1
•Exhibit 3-11 does not match Appendix 1:1
•Exhibit 3-12 does not match Appendix 1:1
Additionally, the School Only Traffic Volumes appear to have discrepancies as follows:
o Foothill High School graphic is missing from Appendix 3 ▪Instead there are (2) Foothill Knolls
▪These schools have significant trip generation differences; are they accounted for properly in overall analysis?
o Foothill High School is listed in Table 3-2-1
▪No Graphic
•Exhibit 3-13 does not match Appendix 1-1
o Is Foothill High School volume correct?
•Exhibit 3-14 does not match Appendix 1-1
o Is the Summary correct?
•Table 3-1 does not match Appendix 1:1
4 PROJECTED FUTURE TRAFFIC
•Text does not match Appendix 1:1
•Table 4-1 does not match Appendix 1:1
•Exhibit 4:1 does not match Appendix 1:1
•Exhibit 4:2 does not match Appendix 1:1
5 E+P TRAFFIC CONDITIONS
•Exhibits & Tables do not match Appendix 1:1
6 OPENING YEAR CUMLATIVE (2020) TRAFFIC ANALYSIS
•Exhibits & Tables do not match Appendix 1:1
7 HORIZON YEAR (2040) TRAFFIC ANALYSIS
•Exhibits & Tables do not match Appendix 1:1

7.5 TRAFFIC SIGNAL WARRANTS ANALYSIS
Text references that under E + P traffic conditions, there were noted previous warranted locations •It appears that Section 5.2 (page 45) is not consistent with this statement. •Please clarify.
14 15
16 17
18 19
20 21
21 23
24 25
26 27
28 29
30

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Page 4 of 4 ends

TKE ENGINEERING
2305 Chicago Avenue, Riverside, CA 92507 ● (951) 680 -0440 ● FAX (951) 680 -0490 ● www.tkeengineering.com Please include a written response to comments as some items may require clarification or verification without actual modification to the report.

The report should be re-submitted in its entirety.

Thank you for your submittal. Diligent effort is made to provide comprehensive comments. The City reserves the right to include additional comments as deemed necessary and appropriate throughout the review process.

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11822-08 RTC Letter

ATTACHMENT B

TRAFFIC COUNTS

Page 2943 of 3744 ends

T816
DATE:LOCATION:PROJECT #:SC
Tue, Jul 17, 18 NORTH & SOUTH:LOCATION #:2
EAST & WEST:CONTROL:STOP N
NOTES:AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRR LANES:0 X 0 X X X X 1 0 0 1 X 0 0 0 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 1 1 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 8:30 AM 1 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 0 0 0 8:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VOLUMES 1 0 3 0 0 0 0 0 0 4 2 0 10 1 0 0 1 2 0 0 0 0 APPROACH %25%0%75%0%0%0%0%0%0%67%33%0%
APP/DEPART 4 /0 0 /4 0 /4 6 /2 0

BEGIN PEAK HR
VOLUMES 1 0 1 0 0 0 0 0 0 3 2 0 7 0 0 0 0 APPROACH %50%0%50%0%0%0%0%0%0%60%40%0%
PEAK HR FACTOR 0.500 0.000 0.000 0.417 0.583
APP/DEPART 2 /0 0 /3 0 /2 5 /2 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 1 0 1 1 0 3 0 0 0 0 0 0 0 0 0 4:45 PM 1 0 0 0 0 0 0 2 0 0 1 0 4 1 0 0 0 1 0 0 0 0 5:00 PM 0 0 1 0 0 0 0 0 0 1 3 0 5 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 1 0 0 0 0 1 1 0 1 0 4 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 1 0 1 2 0 4 0 0 0 0 0 0 0 0 0 VOLUMES 1 0 2 0 0 0 0 6 1 6 10 0 26 1 0 0 0 1 0 0 0 0 APPROACH %33%0%67%0%0%0%0%86%14%38%63%0%
APP/DEPART 3 /0 0 /8 7 /8 16 /10 0

BEGIN PEAK HR
VOLUMES 0 0 2 0 0 0 0 2 1 4 7 0 16 0 0 0 0 APPROACH %0%0%100%0%0%0%0%67%33%36%64%0%
PEAK HR FACTOR 0.500 0.000 0.375 0.688 0.800
APP/DEPART 2 /0 0 /5 3 /4 11 /7 0
13th

NORTH SIDE
15th WEST SIDE EAST SIDE 15th

SOUTH SIDE
13th

E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SSNSTOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 1 0 2 0 3 1 0 2 0 3 0 0 0 0 0 8:45 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1 0 3 0 4 1 0 3 0 4 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

BICYCLE CROSSINGS
AM

PEDESTRIAN CROSSINGS
PM
AM
7:30 AM
PM
4:30 PM

ALL PED AND BIKE
RTOR

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Upland
13th
15th

U-TURNS
13th 13th 15th 15th
Add U-Turns to Left Turns

Page 2944 of 3744 ends

0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
6 16

22 12

10 2

0 0

0 2

10 12

TO
T
A
L
PM AM 4

6 10

0 0

0 AM PM
TO
T
A
L
6 6

0 1

1 0

4 8

12 7

7 0

4 AM 1 0 3 4
8 PM 1 0 2 3
12 TOTAL 2 0 5 7
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
5 11

16 9

7 2

0 0

0 2

7 9

TO
T
A
L
PM AM AM 7:30 AM
8:45 AM
3 4

7 0

0 0

#N/A
AM PM
TO
T
A
L
2 2

0 PM 4:30 PM
3:45 PM
1 1

0 2

4 6

3 3

0 3 AM 1 0 1 2
5 PM 0 0 2 2
8 Total 1 0 3 4
13th
AimTD LLC

TURNING MOVEMENT COUNTS
13th
15 t
h
15 t
h
Upland
SC

ALL HOURS
13th
13th
15 t
h
15 t
h

PEAK HOUR

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V ILLA S ERENA S PECIFIC P LAN P ROJECT

U PLAND , C ALIFORNIA

R ECIRCULATED D RAFT E NVIRONMENTAL I MPACT R EPORT
O CTOBER 2024

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R ECIRCULATED D RAFT E NVIRONMENTAL I MPACT R EPORT
O CTOBER 2024

V ILLA S ERENA S PECIFIC P LAN P ROJECT

U PLAND , C ALIFORNIA

\\aznasunifiler2\projects\TCI2201 Villa Serena\03 Focused EIR\Draft EIR\October 2024 Draft EIR\Appendices - Current\00-Appendix Cover Sheets.docx (10/15/24)

APPENDIX B

VILLA SERENA SPECIFIC PLAN

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V ILLA S ERENA S PECIFIC P LAN P ROJECT

U PLAND , C ALIFORNIA

R ECIRCULATED D RAFT E NVIRONMENTAL I MPACT R EPORT
O CTOBER 2024

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Villa Serena Specific Plan
CITY OF UPLAND | DRAFT JUNE 2024

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V illa S erena S pecific p lan
DRAFT
June 2024
Applicant:

The Colonies Partners, L.P.

Consultants:

Architerra Design Group
Deborah Linn Planning Consultant
KB Home
Madole & Associates, Inc.

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Villa Serena Specific Plan

TABLE OF CONTENTS
i
Section 1. Introduction

1.1 Project Overview ...............................................................................................................1.1

1.2 Project Setting ....................................................................................................................1.4

1.3 Purpose and Authority ...................................................................................................1.4

1.3.1 Purpose .................................................................................................................................1.4

1.3.2 Authority of the Specific Plan .......................................................................................1.6

1.4 Objectives ............................................................................................................................1.6

1.5 Project Summary ...............................................................................................................1.7

1.5.1 Residential ..........................................................................................................................1.7

1.5.2 Open Space .........................................................................................................................1.7

1.5.3 Pedestrian and Bicycle Connectivity ..........................................................................1.8

1.5.4 Infrastructure .....................................................................................................................1.8

1.6 Governing Documents ....................................................................................................1.8

1.6.1 General Plan ........................................................................................................................1.8

1.6.2 Specific Plan ........................................................................................................................1.9

1.6.3 Subdivision Maps ..............................................................................................................1.9

1.6.4 Development Plan Review ...........................................................................................1.9

1.6.5 Covenants, Conditions, and Restrictions ..................................................................1.9

1.7 CEQA Compliance .............................................................................................................1.9

1.8 Specific Plan Components .............................................................................................1.9 Section 2. Development Plan

2.1 Land Use ...............................................................................................................................2.1

2.1.1 Residential Use ..................................................................................................................2.1

2.1.2 Open Space Use .................................................................................................................2.1

2.2 Circulation ............................................................................................................................2.3

2.2.1 15th Street ...........................................................................................................................2.3

2.2.2 Project Streets ....................................................................................................................2.3

2.2.3 Pedestrian and Bicycle Mobility ..................................................................................2.7

2.3 Infrastructure and Public Services ..............................................................................2.7

2.3.1 Water ....................................................................................................................................2.7

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Villa Serena Specific Plan

TABLE OF CONTENTS
ii

2.3.2 Sanitary Sewer ...................................................................................................................2.7

2.3.3 Storm Drain and Water Quality Management ......................................................2.11

2.4 Public Utilities ..................................................................................................................2.11

2.4.1 Telephone and Cable ....................................................................................................2.11

2.4.2 Natural Gas ........................................................................................................................2.11

2.4.3 Electricity ............................................................................................................................2.11

2.4.4 Solid Waste ........................................................................................................................2.11

2.4.5 Schools ................................................................................................................................2.11

2.5 Basin Modifications and Project Grading ...............................................................2.13

2.6 Fire Safety ...........................................................................................................................2.15 Section 3. Development Regulations

3.1 Introduction ........................................................................................................................3.1

3.2 Definition of Terms ...........................................................................................................3.1

3.3 Applicability ........................................................................................................................3.1

3.4 General Site Development Standards .......................................................................3.1

3.5 Green and Sustainable Development Standards ..................................................3.1

3.6 Permitted Uses and Structures .....................................................................................3.2

3.7 Residential Development Standards .........................................................................3.3

3.8 Temporary Uses .................................................................................................................3.5

3.9 Open Space Development Standards .......................................................................3.5

3.10 Landscaping, Fencing, and Walls .................................................................................3.5

3.10.1 Landscape and Irrigation Standards ..........................................................................3.5

3.10.2 Fence and Wall Standards ..............................................................................................3.6

3.11 Signage .................................................................................................................................3.6

3.11.1 Master Sign Program Contents ....................................................................................3.6

3.12 Lighting ................................................................................................................................3.7

3.12.1 General Requirements ...................................................................................................3.7

3.12.2 Public Street Lights ..........................................................................................................3.7

3.12.3 Private Street Lighting Fixtures ....................................................................................3.7

3.12.4 Common Area Open Space Lighting ........................................................................3.7

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Villa Serena Specific Plan

TABLE OF CONTENTS
iii
Section 4. Design Criteria

4.1 Purpose and Intent ...........................................................................................................4.1

4.2 Landscape Design ............................................................................................................4.1

4.2.1 Landscape Elements ........................................................................................................4.1

4.2.2 Community Entries ..........................................................................................................4.5

4.2.3 Streetscapes .......................................................................................................................4.5

4.2.4 Open Space and Connectivity ....................................................................................4.17

4.3 Walls and Fencing ..........................................................................................................4.26

4.3.1 Community Walls ............................................................................................................4.26

4.3.2 Residential Walls and Fences ......................................................................................4.26

4.3.3 Other Fences .....................................................................................................................4.26

4.4 Outdoor Lighting ............................................................................................................4.26

4.4.1 Entry Monument Lighting ...........................................................................................4.26

4.4.2 Open Space Areas and Walkway Lighting ..............................................................4.32

4.5 Signs .....................................................................................................................................4.32

4.5.1 Sign Program Objectives ..............................................................................................4.32

4.5.2 Sign Design Criteria ........................................................................................................4.32

4.6 Architectural Design .....................................................................................................4.32

4.6.1 Spanish Influenced Style .............................................................................................4.33

4.6.2 Italianate Influences .......................................................................................................4.35

4.6.3 French Country Influences ...........................................................................................4.37

4.6.4 Architectural Enhancements ......................................................................................4.39 Section 5. Implementation and Administration

5.1 Methods and Applicability ............................................................................................5.1

5.2 Severability ..........................................................................................................................5.1

5.3 Interpretation .....................................................................................................................5.1

5.4 Development Review ......................................................................................................5.1

5.4.1 Subdivision Maps ..............................................................................................................5.1

5.4.2 Site Plan and Design Review .........................................................................................5.1

5.5 Specific Plan Modifications and Amendments ......................................................5.2

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Villa Serena Specific Plan

TABLE OF CONTENTS
iv

5.5.1 Modifications ......................................................................................................................5.2

5.5.2 Specific Plan Amendments ...........................................................................................5.2

5.6 Appeals .................................................................................................................................5.2

5.7 Compliance with Mitigation Measures and Conditions of Approval .............5.2

5.8 Project Financing ..............................................................................................................5.3

5.8.1 Facilities and Services .....................................................................................................5.3

5.8.2 Facilities and Services .....................................................................................................5.3

5.9 Project Phasing ..................................................................................................................5.3

5.10 Maintenance .......................................................................................................................5.3 Section 6. General Plan Consistency

6.1 Land Use Element .............................................................................................................6.1

6.2 Community Character and Urban Design Element ..............................................6.3

6.3 Economic Sustainability Element ..............................................................................6.15

6.4 Circulation Element ........................................................................................................6.15

6.5 Open Space and Conservation Element .................................................................6.16

6.6 Public Services and Facilities Element .....................................................................6.22

6.7 Healthy Community Element .....................................................................................6.25

6.8 Safety Element .................................................................................................................6.26 List of Tables
Table 2.1
Statistical Summary ........................................................................................................................2.1 Table 3.1
Residential Development Standards .......................................................................................3.4 Table 4.1
Suggested Plant List .......................................................................................................................4.2 Table 5-1
Project Maintenance Matrix .......................................................................................................5.5

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Villa Serena Specific Plan

TABLE OF CONTENTS
v
List of Exhibits
Exhibit 1
Regional Context Map ...................................................................................................................1.2 Exhibit 2
Project Vicinity Map ........................................................................................................................1.3 Exhibit 3
Project Setting ..................................................................................................................................1.5 Exhibit 4
Land Use Plan ...................................................................................................................................2.2 Exhibit 5
Master Plan of Circulation ............................................................................................................2.4 Exhibit 6
Street Cross Sections .....................................................................................................................2.5 Exhibit 7
Street Cross Sections .....................................................................................................................2.6 Exhibit 8
Pedestrian and Bicycle Mobility .................................................................................................2.8 Exhibit 9
Water Master Plan ...........................................................................................................................2.9 Exhibit 10
Sewer Master Plan .......................................................................................................................2.10 Exhibit 11
Storm Drain Master Plan ............................................................................................................2.12 Exhibit 12
Conceptual Basin Modification Plan .....................................................................................2.14 Exhibit 13
Conceptual Grading Plan ..........................................................................................................2.16 Exhibit 14
Conceptual Grading Plan Cross Sections ............................................................................2.17 Exhibit 15
Fire Safety Plan ..............................................................................................................................2.18 Exhibit 16
Conceptual Landscape Plan ........................................................................................................4.4 Exhibit 17
Primary Community Entry ...........................................................................................................4.6

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Upland City CouncilJune 9, 2025

Upland City Council
June 9, 2025