Cities Index.
ATT 1 - Addendum to the San Antonio PP (P(40)) Certified Final EIR

Mountain View City Council
May 27, 2025

Document
ATT 1 - Addendum to the San Antonio PP (P(40)) Certified Final EIR
Meeting
May 27, 2025
Body
Mountain View City Council
Pages
11
Original file
25.8 MB
Text extracted from the city's file for reading and search. Open the original on legistar1.granicus.com. That file is the official record.

Vol/Sat: 0.03 0.11 0.11 0.10 0.16 0.16 0.09 0.09 0.09 0.02 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 7.0 21.6 21.6 19.5 34.1 34.1 19.1 27.6 27.6 19.3 27.8 27.8 Volume/Cap: 0.36 0.51 0.51 0.51 0.46 0.46 0.46 0.31 0.31 0.12 0.46 0.46 Delay/Veh: 46.2 35.0 35.0 37.2 26.0 26.0 36.9 28.9 28.9 33.5 30.3 30.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 35.0 35.0 37.2 26.0 26.0 36.9 28.9 28.9 33.5 30.3 30.3 LOS by Move: D D+ D+ D+ C C D+ C C C- C C HCM2kAvgQ: 1 6 6 5 7 7 4 4 4 1 6 6 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #15: Central Expressway and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 79 429 63***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

64***

1 Cycle Time (sec): 100

1 175

0 Loss Time (sec): 12

0 456 2

Critical V/C: 0.660

2 1264***
0 Avg Crit Del (sec/veh): 27.4

0 112 1

Avg Delay (sec/veh): 29.8

1 270
LOS: C

Lanes: 2 0 1 1 0
Final Vol: 180 550*** 99
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 180 550 99 63 429 79 64 456 112 270 1264 175 Growth 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 Initial Bse: 180 550 99 63 429 79 64 456 112 270 1264 175 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 550 99 63 429 79 64 456 112 270 1264 175 User 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 PHF 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 PHF Volume: 180 550 99 63 429 79 64 456 112 270 1264 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 550 99 63 429 79 64 456 112 270 1264 175 PCE 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 MLF 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 FinalVolume: 180 550 99 63 429 79 64 456 112 270 1264 175 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.69 0.31 1.00 1.68 0.32 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 3135 564 1750 3124 575 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.18 0.18 0.04 0.14 0.14 0.04 0.12 0.06 0.15 0.33 0.10 Crit Moves: **** **** **** **** Green Time: 11.0 25.6 25.6 7.0 21.6 21.6 7.0 24.3 24.3 31.2 48.4 48.4 Volume/Cap: 0.52 0.69 0.69 0.51 0.64 0.64 0.52 0.49 0.26 0.49 0.69 0.21 Delay/Veh: 43.4 35.7 35.7 48.6 37.4 37.4 48.9 33.0 31.0 28.7 21.0 14.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.4 35.7 35.7 48.6 37.4 37.4 48.9 33.0 31.0 28.7 21.0 14.9 LOS by Move: D D+ D+ D D+ D+ D C- C C C+ B HCM2kAvgQ: 3 9 9 3 8 8 2 6 3 8 16 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #15: Central Expressway and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 102 429 63***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

66***

1 Cycle Time (sec): 100

1 175

0 Loss Time (sec): 12

0 458 2

Critical V/C: 0.664

2 1273***
0 Avg Crit Del (sec/veh): 27.5

0 112 1

Avg Delay (sec/veh): 30.0

1 273
LOS: C

Lanes: 2 0 1 1 0
Final Vol: 180 552*** 99
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 180 550 99 63 429 79 64 456 112 270 1264 175 Growth 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 Initial Bse: 180 550 99 63 429 79 64 456 112 270 1264 175 Added Vol: 0 2 0 0 0 23 2 2 0 3 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 552 99 63 429 102 66 458 112 273 1273 175 User 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 PHF 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 PHF Volume: 180 552 99 63 429 102 66 458 112 273 1273 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 552 99 63 429 102 66 458 112 273 1273 175 PCE 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 MLF 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 FinalVolume: 180 552 99 63 429 102 66 458 112 273 1273 175 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.69 0.31 1.00 1.61 0.39 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 3137 563 1750 2989 711 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.18 0.18 0.04 0.14 0.14 0.04 0.12 0.06 0.16 0.34 0.10 Crit Moves: **** **** **** **** Green Time: 10.6 25.5 25.5 7.0 21.8 21.8 7.0 24.2 24.2 31.3 48.5 48.5 Volume/Cap: 0.54 0.69 0.69 0.51 0.66 0.66 0.54 0.50 0.26 0.50 0.69 0.21 Delay/Veh: 44.1 35.9 35.9 48.6 37.7 37.7 49.7 33.1 31.0 28.7 21.1 14.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.1 35.9 35.9 48.6 37.7 37.7 49.7 33.1 31.0 28.7 21.1 14.8 LOS by Move: D D+ D+ D D+ D+ D C- C C C+ B HCM2kAvgQ: 3 9 9 3 9 9 2 6 3 8 16 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 18:25:51 2021 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #16: Middlefield Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 81 1005 118***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

72 1

Cycle Time (sec): 100

0 129

0 Loss Time (sec): 12

1 370 2

Critical V/C: 0.954

1 569
0 Avg Crit Del (sec/veh): 63.2

0 294*** 1

Avg Delay (sec/veh): 51.4

1 495***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 370 914*** 386
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 370 914 386 118 1005 81 72 370 294 495 569 129 Growth 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 Initial Bse: 370 914 386 118 1005 81 72 370 294 495 569 129 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 370 914 386 118 1005 81 72 370 294 495 569 129 User 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 PHF 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 PHF Volume: 370 914 386 118 1005 81 72 370 294 495 569 129 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 370 914 386 118 1005 81 72 370 294 495 569 129 PCE 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 MLF 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 FinalVolume: 370 914 386 118 1005 81 72 370 294 495 569 129 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 2.00 1.39 0.61 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.62 0.38 Final Sat.: 3150 2601 1098 3150 3800 1750 1750 3800 1750 1750 3016 684 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.35 0.35 0.04 0.26 0.05 0.04 0.10 0.17 0.28 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 13.1 35.5 35.5 7.0 29.4 29.4 12.3 17.0 17.0 28.6 33.2 33.2 Volume/Cap: 0.90 0.99 0.99 0.54 0.90 0.16 0.33 0.57 0.99 0.99 0.57 0.57 Delay/Veh: 64.8 54.6 54.6 47.5 43.7 26.3 41.0 39.5 90.9 73.3 28.1 28.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.8 54.6 54.6 47.5 43.7 26.3 41.0 39.5 90.9 73.3 28.1 28.1 LOS by Move: E D- D- D D C D D F E C C HCM2kAvgQ: 8 24 24 2 17 2 2 6 15 23 9 9 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 18:25:51 2021 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #16: Middlefield Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 81 1023 118***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

72 1

Cycle Time (sec): 100

0 129

0 Loss Time (sec): 12

1 370 2

Critical V/C: 0.963

1 569
0 Avg Crit Del (sec/veh): 65.9

0 300*** 1

Avg Delay (sec/veh): 53.3

1 501***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 371 917*** 387
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 370 914 386 118 1005 81 72 370 294 495 569 129 Growth 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 Initial Bse: 370 914 386 118 1005 81 72 370 294 495 569 129 Added Vol: 1 3 1 0 18 0 0 0 6 6 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 371 917 387 118 1023 81 72 370 300 501 569 129 User 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 PHF 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 PHF Volume: 371 917 387 118 1023 81 72 370 300 501 569 129 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 371 917 387 118 1023 81 72 370 300 501 569 129 PCE 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 MLF 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 FinalVolume: 371 917 387 118 1023 81 72 370 300 501 569 129 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 2.00 1.39 0.61 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.62 0.38 Final Sat.: 3150 2601 1098 3150 3800 1750 1750 3800 1750 1750 3016 684 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.35 0.35 0.04 0.27 0.05 0.04 0.10 0.17 0.29 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 12.9 35.2 35.2 7.0 29.4 29.4 12.4 17.1 17.1 28.6 33.4 33.4 Volume/Cap: 0.92 1.00 1.00 0.54 0.92 0.16 0.33 0.57 1.00 1.00 0.57 0.57 Delay/Veh: 68.2 57.4 57.4 47.5 45.8 26.3 40.9 39.2 93.5 76.0 28.0 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 68.2 57.4 57.4 47.5 45.8 26.3 40.9 39.2 93.5 76.0 28.0 28.0 LOS by Move: E E+ E+ D D C D D F E- C C HCM2kAvgQ: 8 25 25 2 17 2 2 6 15 23 9 9 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #17: Charleston Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 1356*** 1113 280
Lanes: 1 1 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

258

1 Cycle Time (sec): 100

0 134

0 Loss Time (sec): 12

1 813*** 1

Critical V/C: 0.827

1 186
1 Avg Crit Del (sec/veh): 33.8

0 52 0

Avg Delay (sec/veh): 34.0

1 57***
LOS: C-

Lanes: 2 0 1 1 0
Final Vol: 234*** 734 123
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 234 734 123 280 1113 1356 258 813 52 57 186 134 Growth 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 Initial Bse: 234 734 123 280 1113 1356 258 813 52 57 186 134 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 234 734 123 280 1113 1356 258 813 52 57 186 134 User 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 PHF 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 PHF Volume: 234 734 123 280 1113 1356 258 813 52 57 186 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 734 123 280 1113 1356 258 813 52 57 186 134 PCE 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 MLF 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 FinalVolume: 234 734 123 280 1113 1356 258 813 52 57 186 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 2.00 1.71 0.29 1.00 2.00 2.00 1.00 1.88 0.12 1.00 1.14 0.86 Final Sat.: 3150 3169 531 1750 3800 3500 1750 3477 222 1750 2149 1549 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.23 0.23 0.16 0.29 0.39 0.15 0.23 0.23 0.03 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 8.7 31.8 31.8 22.0 45.1 45.1 20.4 27.2 27.2 7.0 13.8 13.8 Volume/Cap: 0.86 0.73 0.73 0.73 0.65 0.86 0.72 0.86 0.86 0.47 0.63 0.63 Delay/Veh: 67.9 32.6 32.6 43.1 21.7 27.4 44.3 42.1 42.1 47.5 43.1 43.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.9 32.6 32.6 43.1 21.7 27.4 44.3 42.1 42.1 47.5 43.1 43.1 LOS by Move: E C- C- D C+ C D D D D D D HCM2kAvgQ: 5 12 12 10 14 23 10 16 16 2 6 6 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #17: Charleston Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 1356*** 1131 280
Lanes: 1 1 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

258

1 Cycle Time (sec): 100

0 134

0 Loss Time (sec): 12

1 813*** 1

Critical V/C: 0.827

1 186
1 Avg Crit Del (sec/veh): 33.8

0 52 0

Avg Delay (sec/veh): 34.0

1 57***
LOS: C-

Lanes: 2 0 1 1 0
Final Vol: 234*** 737 123
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 234 734 123 280 1113 1356 258 813 52 57 186 134 Growth 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 Initial Bse: 234 734 123 280 1113 1356 258 813 52 57 186 134 Added Vol: 0 3 0 0 18 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 234 737 123 280 1131 1356 258 813 52 57 186 134 User 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 PHF 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 PHF Volume: 234 737 123 280 1131 1356 258 813 52 57 186 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 737 123 280 1131 1356 258 813 52 57 186 134 PCE 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 MLF 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 FinalVolume: 234 737 123 280 1131 1356 258 813 52 57 186 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 2.00 1.71 0.29 1.00 2.00 2.00 1.00 1.88 0.12 1.00 1.14 0.86 Final Sat.: 3150 3170 529 1750 3800 3500 1750 3477 222 1750 2149 1549 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.23 0.23 0.16 0.30 0.39 0.15 0.23 0.23 0.03 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 8.7 31.8 31.8 21.9 45.1 45.1 20.4 27.2 27.2 7.0 13.8 13.8 Volume/Cap: 0.86 0.73 0.73 0.73 0.66 0.86 0.72 0.86 0.86 0.47 0.63 0.63 Delay/Veh: 67.9 32.6 32.6 43.3 21.9 27.4 44.3 42.1 42.1 47.5 43.1 43.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.9 32.6 32.6 43.3 21.9 27.4 44.3 42.1 42.1 47.5 43.1 43.1 LOS by Move: E C- C- D C+ C D D D D D D HCM2kAvgQ: 5 12 12 10 14 23 10 16 16 2 6 6 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Tue Sep 07 17:56:12 2021 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing AM
Intersection #18: Project Driveway and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 0 1268 0
Lanes: 0 0 3 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 6

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.009

0 0
0 Avg Crit Del (sec/veh): 0.0

0 0 0

Avg Delay (sec/veh): 0.0

0 0
LOS: B

Lanes: 0 0 2 1 0
Final Vol: 0 1014 32
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1014 32 0 1268 0 0 0 0 0 0 6 Growth 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 Initial Bse: 0 1014 32 0 1268 0 0 0 0 0 0 6 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1014 32 0 1268 0 0 0 0 0 0 6 User 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 PHF 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 PHF Volume: 0 1014 32 0 1268 0 0 0 0 0 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1014 32 0 1268 0 0 0 0 0 0 6 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 354 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 648 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 648 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.01 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.0 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.6 LOS by Move: * * * * * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 10.6 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #18 Project Driveway and San Antonio Road
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:56:12 2021 Page 3-39
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PP AM
Intersection #18: Project Driveway and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 0 1276 0
Lanes: 0 0 3 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 22

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.035

0 0
0 Avg Crit Del (sec/veh): 0.1

0 0 0

Avg Delay (sec/veh): 0.1

0 0
LOS: B

Lanes: 0 0 2 1 0
Final Vol: 0 1014 76
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1014 32 0 1268 0 0 0 0 0 0 6 Growth 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 Initial Bse: 0 1014 32 0 1268 0 0 0 0 0 0 6 Added Vol: 0 0 44 0 8 0 0 0 0 0 0 16 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1014 76 0 1276 0 0 0 0 0 0 22 User 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 PHF 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 PHF Volume: 0 1014 76 0 1276 0 0 0 0 0 0 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1014 76 0 1276 0 0 0 0 0 0 22 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 376 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 627 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 627 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.04 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.9 LOS by Move: * * * * * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 10.9 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #18 Project Driveway and San Antonio Road
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:56:12 2021 Page 3-41
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing AM
Intersection #19: Project Driveway and California Street

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 429 1

Critical V/C: 0.013

2 539
1 Avg Crit Del (sec/veh): 0.1

0 47 0

Avg Delay (sec/veh): 0.1

0 0
LOS: A

Lanes: 0 0 0 0 1
Final Vol: 0 0 10
Signal=Stop/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 10 0 0 0 0 429 47 0 539 0 Growth 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 Initial Bse: 0 0 10 0 0 0 0 429 47 0 539 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 10 0 0 0 0 429 47 0 539 0 User 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 PHF 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 PHF Volume: 0 0 10 0 0 0 0 429 47 0 539 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 10 0 0 0 0 429 47 0 539 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 238 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 769 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 769 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 9.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * A * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 9.7 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #19 Project Driveway and California Street ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:56:12 2021 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PP AM
Intersection #19: Project Driveway and California Street

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 429 1

Critical V/C: 0.019

2 542
1 Avg Crit Del (sec/veh): 0.1

0 120 0

Avg Delay (sec/veh): 0.1

0 0
LOS: B

Lanes: 0 0 0 0 1
Final Vol: 0 0 14
Signal=Stop/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 10 0 0 0 0 429 47 0 539 0 Growth 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 Initial Bse: 0 0 10 0 0 0 0 429 47 0 539 0 Added Vol: 0 0 4 0 0 0 0 0 73 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 14 0 0 0 0 429 120 0 542 0 User 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 PHF 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 PHF Volume: 0 0 14 0 0 0 0 429 120 0 542 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 14 0 0 0 0 429 120 0 542 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 275 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 729 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 729 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 10.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 10.0 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #19 Project Driveway and California Street ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #1: El Camino Real and Arastradero Road-Charleston Road

Signal=Protect/Rights=Include
Final Vol: 176 319 159***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

194***

1 Cycle Time (sec): 120

0 189

0 Loss Time (sec): 12

1 1154 3

Critical V/C: 0.721

2 883***
0 Avg Crit Del (sec/veh): 42.0

0 181 1

Avg Delay (sec/veh): 40.9

2 272
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 148 470 461***
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 148 470 461 159 319 176 194 1154 181 272 883 189 Growth 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 Initial Bse: 148 470 461 159 319 176 194 1154 181 272 883 189 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 148 470 461 159 319 176 194 1154 181 272 883 189 User 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 PHF 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 PHF Volume: 148 470 461 159 319 176 194 1154 181 272 883 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 470 461 159 319 176 194 1154 181 272 883 189 PCE 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 MLF 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 FinalVolume: 148 470 461 159 319 176 194 1154 181 272 883 189 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 1.00 1.00 1.00 1.27 0.73 1.00 3.00 1.00 2.00 2.45 0.55 Final Sat.: 1750 1899 1800 1750 2383 1315 1750 5700 1750 3150 4611 987 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.25 0.26 0.09 0.13 0.13 0.11 0.20 0.10 0.09 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 22.3 42.6 42.6 15.1 35.4 35.4 18.4 35.3 35.3 15.0 31.8 31.8 Volume/Cap: 0.45 0.70 0.72 0.72 0.45 0.45 0.72 0.69 0.35 0.69 0.72 0.72 Uniform Del: 43.4 33.2 33.6 50.4 34.5 34.5 48.3 37.5 33.4 50.2 40.0 40.0 IncremntDel: 1.0 1.6 2.0 11.1 0.3 0.3 9.2 1.2 0.4 5.1 1.8 1.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 44.4 34.8 35.6 61.5 34.8 34.8 57.5 38.8 33.8 55.3 41.8 41.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.4 34.8 35.6 61.5 34.8 34.8 57.5 38.8 33.8 55.3 41.8 41.8 LOS by Move: D C- D+ E C- C- E+ D+ C- E+ D D HCM2kAvgQ: 6 16 16 8 8 8 9 13 6 7 13 13 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #1: El Camino Real and Arastradero Road-Charleston Road

Signal=Protect/Rights=Include
Final Vol: 176 319 159***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

194***

1 Cycle Time (sec): 120

0 189

0 Loss Time (sec): 12

1 1160 3

Critical V/C: 0.726

2 905***
0 Avg Crit Del (sec/veh): 42.1

0 181 1

Avg Delay (sec/veh): 40.9

2 276
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 148 470 462***
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 148 470 461 159 319 176 194 1154 181 272 883 189 Growth 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 Initial Bse: 148 470 461 159 319 176 194 1154 181 272 883 189 Added Vol: 0 0 1 0 0 0 0 6 0 4 22 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 148 470 462 159 319 176 194 1160 181 276 905 189 User 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 PHF 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 PHF Volume: 148 470 462 159 319 176 194 1160 181 276 905 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 470 462 159 319 176 194 1160 181 276 905 189 PCE 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 MLF 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 FinalVolume: 148 470 462 159 319 176 194 1160 181 276 905 189 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 1.00 1.00 1.00 1.27 0.73 1.00 3.00 1.00 2.00 2.46 0.54 Final Sat.: 1750 1899 1800 1750 2383 1315 1750 5700 1750 3150 4631 967 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.25 0.26 0.09 0.13 0.13 0.11 0.20 0.10 0.09 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 22.2 42.4 42.4 15.0 35.2 35.2 18.3 35.4 35.4 15.2 32.3 32.3 Volume/Cap: 0.46 0.70 0.73 0.73 0.46 0.46 0.73 0.69 0.35 0.69 0.73 0.73 Delay/Veh: 44.5 35.0 35.9 62.0 34.9 34.9 58.0 38.7 33.7 55.2 41.7 41.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.5 35.0 35.9 62.0 34.9 34.9 58.0 38.7 33.7 55.2 41.7 41.7 LOS by Move: D D+ D+ E C- C- E+ D+ C- E+ D D HCM2kAvgQ: 6 16 17 8 8 8 9 13 6 7 14 14 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #2: El Camino Real and Del Medio Avenue

Signal=Permit/Rights=Include
Final Vol: 95*** 0 46
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

113

1 Cycle Time (sec): 100

0 133

0 Loss Time (sec): 12

1 1630*** 2

Critical V/C: 0.450

2 1139
1 Avg Crit Del (sec/veh): 12.3

0 2 0

Avg Delay (sec/veh): 13.2

1 91***
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 0 2 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 2 0 46 0 95 113 1630 2 91 1139 133 Growth 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 Initial Bse: 0 2 0 46 0 95 113 1630 2 91 1139 133 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2 0 46 0 95 113 1630 2 91 1139 133 User 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 PHF 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 PHF Volume: 0 2 0 46 0 95 113 1630 2 91 1139 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2 0 46 0 95 113 1630 2 91 1139 133 PCE 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 MLF 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 FinalVolume: 0 2 0 46 0 95 113 1630 2 91 1139 133 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.99 0.01 1.00 2.67 0.33 Final Sat.: 0 1900 0 1750 0 1800 1750 5593 7 1750 5014 585 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.05 0.06 0.29 0.29 0.05 0.23 0.23 Crit Moves: **** **** **** Green Time: 0.0 11.7 0.0 11.7 0.0 11.7 18.0 64.7 64.7 11.5 58.3 58.3 Volume/Cap: 0.00 0.01 0.00 0.22 0.00 0.45 0.36 0.45 0.45 0.45 0.39 0.39 Uniform Del: 0.0 39.0 0.0 40.0 0.0 41.1 36.0 8.8 8.8 41.3 11.2 11.2 IncremntDel: 0.0 0.0 0.0 0.6 0.0 1.5 0.7 0.1 0.1 1.6 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 0.0 39.0 0.0 40.6 0.0 42.7 36.7 8.9 8.9 42.9 11.3 11.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 39.0 0.0 40.6 0.0 42.7 36.7 8.9 8.9 42.9 11.3 11.3 LOS by Move: A D A D A D D+ A A D B+ B+ HCM2kAvgQ: 0 0 0 2 0 3 4 8 8 3 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #2: El Camino Real and Del Medio Avenue

Signal=Permit/Rights=Include
Final Vol: 95*** 0 46
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

113

1 Cycle Time (sec): 100

0 133

0 Loss Time (sec): 12

1 1637*** 2

Critical V/C: 0.452

2 1165
1 Avg Crit Del (sec/veh): 12.3

0 2 0

Avg Delay (sec/veh): 13.1

1 91***
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 0 2 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 2 0 46 0 95 113 1630 2 91 1139 133 Growth 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 Initial Bse: 0 2 0 46 0 95 113 1630 2 91 1139 133 Added Vol: 0 0 0 0 0 0 0 7 0 0 26 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2 0 46 0 95 113 1637 2 91 1165 133 User 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 PHF 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 PHF Volume: 0 2 0 46 0 95 113 1637 2 91 1165 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2 0 46 0 95 113 1637 2 91 1165 133 PCE 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 MLF 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 FinalVolume: 0 2 0 46 0 95 113 1637 2 91 1165 133 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.99 0.01 1.00 2.68 0.32 Final Sat.: 0 1900 0 1750 0 1800 1750 5593 7 1750 5025 574 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.05 0.06 0.29 0.29 0.05 0.23 0.23 Crit Moves: **** **** **** Green Time: 0.0 11.7 0.0 11.7 0.0 11.7 17.7 64.8 64.8 11.5 58.6 58.6 Volume/Cap: 0.00 0.01 0.00 0.22 0.00 0.45 0.36 0.45 0.45 0.45 0.40 0.40 Delay/Veh: 0.0 39.1 0.0 40.6 0.0 42.7 36.9 8.8 8.8 42.9 11.2 11.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 39.1 0.0 40.6 0.0 42.7 36.9 8.8 8.8 42.9 11.2 11.2 LOS by Move: A D A D A D D+ A A D B+ B+ HCM2kAvgQ: 0 0 0 2 0 3 4 9 9 3 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #3: El Camino Real and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 166 613 364***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

420

2 Cycle Time (sec): 150

0 222

0 Loss Time (sec): 12

1 1179*** 2

Critical V/C: 0.760

2 923
1 Avg Crit Del (sec/veh): 54.0

0 203 0

Avg Delay (sec/veh): 51.6

2 402***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 179 687*** 88
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 30 0 10 30 0 10 28 0 10 28 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 179 687 88 364 613 166 420 1179 203 402 923 222 Growth 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 Initial Bse: 179 687 88 364 613 166 420 1179 203 402 923 222 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 179 687 88 364 613 166 420 1179 203 402 923 222 User 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 PHF 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 PHF Volume: 179 687 88 364 613 166 420 1179 203 402 923 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 687 88 364 613 166 420 1179 203 402 923 222 PCE 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 MLF 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 FinalVolume: 179 687 88 364 613 166 420 1179 203 402 923 222 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 1.77 0.23 2.00 2.00 1.00 2.00 2.54 0.46 2.00 2.40 0.60 Final Sat.: 3150 3280 420 3150 3800 1750 3150 4776 822 3150 4513 1085 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.21 0.21 0.12 0.16 0.09 0.13 0.25 0.25 0.13 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 16.0 41.3 41.3 22.8 48.1 48.1 29.2 48.7 48.7 25.2 44.7 44.7 Volume/Cap: 0.53 0.76 0.76 0.76 0.50 0.30 0.69 0.76 0.76 0.76 0.69 0.69 Uniform Del: 63.4 49.8 49.8 61.0 41.3 38.2 56.2 45.4 45.4 59.5 46.4 46.4 IncremntDel: 1.6 3.4 3.4 7.0 0.3 0.3 3.3 1.9 1.9 6.4 1.2 1.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 65.1 53.2 53.2 68.0 41.6 38.5 59.4 47.3 47.3 65.9 47.7 47.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.1 53.2 53.2 68.0 41.6 38.5 59.4 47.3 47.3 65.9 47.7 47.7 LOS by Move: E D- D- E D D+ E+ D D E D D HCM2kAvgQ: 5 18 18 10 11 6 11 19 19 12 16 16 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #3: El Camino Real and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 192 620 364***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

427

2 Cycle Time (sec): 150

0 227

0 Loss Time (sec): 12

1 1179*** 2

Critical V/C: 0.761

2 923
1 Avg Crit Del (sec/veh): 54.0

0 203 0

Avg Delay (sec/veh): 51.6

2 402***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 179 689*** 88
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 30 0 10 30 0 10 28 0 10 28 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 179 687 88 364 613 166 420 1179 203 402 923 222 Growth 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 Initial Bse: 179 687 88 364 613 166 420 1179 203 402 923 222 Added Vol: 0 2 0 0 7 26 7 0 0 0 0 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 179 689 88 364 620 192 427 1179 203 402 923 227 User 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 PHF 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 PHF Volume: 179 689 88 364 620 192 427 1179 203 402 923 227 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 689 88 364 620 192 427 1179 203 402 923 227 PCE 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 MLF 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 FinalVolume: 179 689 88 364 620 192 427 1179 203 402 923 227 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 1.77 0.23 2.00 2.00 1.00 2.00 2.54 0.46 2.00 2.39 0.61 Final Sat.: 3150 3281 419 3150 3800 1750 3150 4776 822 3150 4493 1105 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.21 0.21 0.12 0.16 0.11 0.14 0.25 0.25 0.13 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 16.0 41.4 41.4 22.8 48.1 48.1 29.3 48.7 48.7 25.2 44.5 44.5 Volume/Cap: 0.53 0.76 0.76 0.76 0.51 0.34 0.69 0.76 0.76 0.76 0.69 0.69 Delay/Veh: 65.0 53.2 53.2 68.0 41.7 39.2 59.5 47.4 47.4 66.0 48.0 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.0 53.2 53.2 68.0 41.7 39.2 59.5 47.4 47.4 66.0 48.0 48.0 LOS by Move: E D- D- E D D E+ D D E D D HCM2kAvgQ: 5 18 18 10 11 7 11 19 19 12 16 16 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #4: El Camino Real and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 176 37 264***
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

320***

1 Cycle Time (sec): 100

0 216

0 Loss Time (sec): 12

1 1489 2

Critical V/C: 0.627

2 1130***
1 Avg Crit Del (sec/veh): 31.4

0 100 0

Avg Delay (sec/veh): 26.8

1 101
LOS: C

Lanes: 0 1 0 0 1
Final Vol: 63 15*** 73
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 63 15 73 264 37 176 320 1489 100 101 1130 216 Growth 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 Initial Bse: 63 15 73 264 37 176 320 1489 100 101 1130 216 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 63 15 73 264 37 176 320 1489 100 101 1130 216 User 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 PHF 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 PHF Volume: 63 15 73 264 37 176 320 1489 100 101 1130 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 15 73 264 37 176 320 1489 100 101 1130 216 PCE 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 MLF 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 FinalVolume: 63 15 73 264 37 176 320 1489 100 101 1130 216 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.81 0.19 1.00 1.76 0.24 1.00 1.00 2.80 0.20 1.00 2.50 0.50 Final Sat.: 1454 346 1750 3114 436 1750 1750 5247 352 1750 4700 898 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.08 0.08 0.10 0.18 0.28 0.28 0.06 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 9.4 10.0 10.0 13.0 13.6 13.6 28.1 52.1 52.1 12.9 36.9 36.9 Volume/Cap: 0.46 0.43 0.42 0.65 0.62 0.74 0.65 0.54 0.54 0.45 0.65 0.65 Uniform Del: 42.9 42.3 42.3 41.3 40.8 41.5 31.7 16.0 16.0 40.3 26.2 26.2 IncremntDel: 2.0 1.7 1.6 3.3 2.6 11.8 3.1 0.2 0.2 1.4 0.7 0.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 44.8 44.0 43.9 44.6 43.4 53.3 34.8 16.2 16.2 41.7 26.9 26.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.8 44.0 43.9 44.6 43.4 53.3 34.8 16.2 16.2 41.7 26.9 26.9 LOS by Move: D D D D D D- C- B B D C C HCM2kAvgQ: 3 3 3 5 5 6 10 11 11 4 12 12 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #4: El Camino Real and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 176 37 268***
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

320***

1 Cycle Time (sec): 100

0 216

0 Loss Time (sec): 12

1 1489 2

Critical V/C: 0.629

2 1135***
1 Avg Crit Del (sec/veh): 31.5

0 100 0

Avg Delay (sec/veh): 26.9

1 101
LOS: C

Lanes: 0 1 0 0 1
Final Vol: 63 15*** 73
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 63 15 73 264 37 176 320 1489 100 101 1130 216 Growth 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 Initial Bse: 63 15 73 264 37 176 320 1489 100 101 1130 216 Added Vol: 0 0 0 4 0 0 0 0 0 0 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 63 15 73 268 37 176 320 1489 100 101 1135 216 User 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 PHF 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 PHF Volume: 63 15 73 268 37 176 320 1489 100 101 1135 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 15 73 268 37 176 320 1489 100 101 1135 216 PCE 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 MLF 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 FinalVolume: 63 15 73 268 37 176 320 1489 100 101 1135 216 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.81 0.19 1.00 1.76 0.24 1.00 1.00 2.80 0.20 1.00 2.50 0.50 Final Sat.: 1454 346 1750 3119 431 1750 1750 5247 352 1750 4703 895 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.09 0.09 0.10 0.18 0.28 0.28 0.06 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 9.5 10.0 10.0 13.1 13.6 13.6 28.0 52.0 52.0 12.8 36.9 36.9 Volume/Cap: 0.46 0.43 0.42 0.65 0.63 0.74 0.65 0.55 0.55 0.45 0.65 0.65 Delay/Veh: 44.7 44.0 43.9 44.6 43.5 52.9 34.9 16.3 16.3 41.7 27.0 27.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.7 44.0 43.9 44.6 43.5 52.9 34.9 16.3 16.3 41.7 27.0 27.0 LOS by Move: D D D D D D- C- B B D C C HCM2kAvgQ: 3 3 3 5 5 6 10 11 11 4 12 12 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #5: El Camino Real and Ortega Avenue

Signal=Permit/Rights=Include
Final Vol: 55 3*** 75
Lanes: 0 0 1! 0 0

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

71 1

Cycle Time (sec): 100

0 113

0 Loss Time (sec): 12

1 1798*** 2

Critical V/C: 0.459

2 1270
1 Avg Crit Del (sec/veh): 11.2

0 0 0

Avg Delay (sec/veh): 12.4

1 12***
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 5 3 3
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 5 3 3 75 3 55 71 1798 0 12 1270 113 Growth 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 Initial Bse: 5 3 3 75 3 55 71 1798 0 12 1270 113 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 3 3 75 3 55 71 1798 0 12 1270 113 User 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 PHF 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 PHF Volume: 5 3 3 75 3 55 71 1798 0 12 1270 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 3 3 75 3 55 71 1798 0 12 1270 113 PCE 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 MLF 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 FinalVolume: 5 3 3 75 3 55 71 1798 0 12 1270 113 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.92 0.92 0.99 0.95 Lanes: 0.46 0.27 0.27 0.57 0.02 0.41 1.00 3.00 0.00 1.00 2.75 0.25 Final Sat.: 795 477 477 987 39 724 1750 5600 0 1750 5142 458 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.08 0.08 0.08 0.04 0.32 0.00 0.01 0.25 0.25 Crit Moves: **** **** **** Green Time: 15.5 15.5 15.5 15.5 15.5 15.5 16.0 65.5 0.0 7.0 56.5 56.5 Volume/Cap: 0.04 0.04 0.04 0.49 0.49 0.49 0.25 0.49 0.00 0.10 0.44 0.44 Uniform Del: 35.9 35.9 35.9 38.6 38.6 38.6 36.8 8.8 0.0 43.5 12.6 12.6 IncremntDel: 0.1 0.1 0.1 1.4 1.4 1.4 0.5 0.1 0.0 0.4 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Delay/Veh: 36.0 36.0 36.0 40.0 40.0 40.0 37.2 8.9 0.0 43.9 12.7 12.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.0 36.0 36.0 40.0 40.0 40.0 37.2 8.9 0.0 43.9 12.7 12.7 LOS by Move: D+ D+ D+ D D D D+ A A D B B HCM2kAvgQ: 0 0 0 5 5 5 2 10 0 0 8 8 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #5: El Camino Real and Ortega Avenue

Signal=Permit/Rights=Include
Final Vol: 55 3*** 79
Lanes: 0 0 1! 0 0

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

71 1

Cycle Time (sec): 100

0 113

0 Loss Time (sec): 12

1 1802*** 2

Critical V/C: 0.462

2 1275
1 Avg Crit Del (sec/veh): 11.4

0 0 0

Avg Delay (sec/veh): 12.6

1 12***
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 5 3 3
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 5 3 3 75 3 55 71 1798 0 12 1270 113 Growth 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 Initial Bse: 5 3 3 75 3 55 71 1798 0 12 1270 113 Added Vol: 0 0 0 4 0 0 0 4 0 0 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 3 3 79 3 55 71 1802 0 12 1275 113 User 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 PHF 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 PHF Volume: 5 3 3 79 3 55 71 1802 0 12 1275 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 3 3 79 3 55 71 1802 0 12 1275 113 PCE 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 MLF 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 FinalVolume: 5 3 3 79 3 55 71 1802 0 12 1275 113 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.92 0.92 0.99 0.95 Lanes: 0.46 0.27 0.27 0.58 0.02 0.40 1.00 3.00 0.00 1.00 2.75 0.25 Final Sat.: 795 477 477 1009 38 703 1750 5600 0 1750 5143 456 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.08 0.08 0.08 0.04 0.32 0.00 0.01 0.25 0.25 Crit Moves: **** **** **** Green Time: 15.9 15.9 15.9 15.9 15.9 15.9 15.9 65.1 0.0 7.0 56.3 56.3 Volume/Cap: 0.04 0.04 0.04 0.49 0.49 0.49 0.26 0.49 0.00 0.10 0.44 0.44 Delay/Veh: 35.7 35.7 35.7 39.8 39.8 39.8 37.4 9.1 0.0 43.9 12.8 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.7 35.7 35.7 39.8 39.8 39.8 37.4 9.1 0.0 43.9 12.8 12.8 LOS by Move: D+ D+ D+ D D D D+ A A D B B HCM2kAvgQ: 0 0 0 5 5 5 2 10 0 0 8 8 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #6: El Camino Real and Rengstorff Avenue

Signal=Split/Rights=Include
Final Vol: 136 0 364***
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

196***

2 Cycle Time (sec): 150

0 352

0 Loss Time (sec): 12

1 1642 2

Critical V/C: 0.517

2 1378***
1 Avg Crit Del (sec/veh): 30.9

0 0 0

Avg Delay (sec/veh): 29.4

1 123
LOS: C

Lanes: 0 1 0 1 0
Final Vol: 3*** 0 0
Signal=Split/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 0 0 10 0 0 10 30 0 10 30 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 3 0 0 364 0 136 196 1642 0 123 1378 352 Growth 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 Initial Bse: 3 0 0 364 0 136 196 1642 0 123 1378 352 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 0 364 0 136 196 1642 0 123 1378 352 User 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 PHF 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 PHF Volume: 3 0 0 364 0 136 196 1642 0 123 1378 352 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 364 0 136 196 1642 0 123 1378 352 PCE 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 MLF 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 FinalVolume: 3 0 0 364 0 136 196 1642 0 123 1378 352 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.92 0.93 1.00 0.92 0.83 0.98 0.92 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 2.00 3.00 0.00 1.00 2.37 0.63 Final Sat.: 1800 0 1750 3550 0 1750 3150 5600 0 1750 4459 1139 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.08 0.06 0.29 0.00 0.07 0.31 0.31 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 0.0 27.7 0.0 27.7 16.8 80.9 0.0 19.4 83.5 83.5 Volume/Cap: 0.03 0.00 0.00 0.56 0.00 0.42 0.56 0.54 0.00 0.54 0.56 0.56 Uniform Del: 65.4 0.0 0.0 55.6 0.0 54.1 63.1 22.5 0.0 61.2 21.3 21.3 IncremntDel: 0.1 0.0 0.0 1.1 0.0 0.9 1.9 0.2 0.0 2.7 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Delay/Veh: 65.5 0.0 0.0 56.6 0.0 54.9 65.0 22.7 0.0 63.9 21.6 21.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.5 0.0 0.0 56.6 0.0 54.9 65.0 22.7 0.0 63.9 21.6 21.6 LOS by Move: E A A E+ A D- E C+ A E C+ C+ HCM2kAvgQ: 0 0 0 8 0 6 5 16 0 6 17 17 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #6: El Camino Real and Rengstorff Avenue

Signal=Split/Rights=Include
Final Vol: 136 0 373***
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

196***

2 Cycle Time (sec): 150

0 352

0 Loss Time (sec): 12

1 1651 2

Critical V/C: 0.521

2 1383***
1 Avg Crit Del (sec/veh): 31.2

0 0 0

Avg Delay (sec/veh): 29.7

1 123
LOS: C

Lanes: 0 1 0 1 0
Final Vol: 3*** 0 0
Signal=Split/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 0 0 10 0 0 10 30 0 10 30 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 3 0 0 364 0 136 196 1642 0 123 1378 352 Growth 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 Initial Bse: 3 0 0 364 0 136 196 1642 0 123 1378 352 Added Vol: 0 0 0 9 0 0 0 9 0 0 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 0 373 0 136 196 1651 0 123 1383 352 User 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 PHF 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 PHF Volume: 3 0 0 373 0 136 196 1651 0 123 1383 352 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 373 0 136 196 1651 0 123 1383 352 PCE 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 MLF 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 FinalVolume: 3 0 0 373 0 136 196 1651 0 123 1383 352 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.92 0.93 1.00 0.92 0.83 0.98 0.92 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 2.00 3.00 0.00 1.00 2.37 0.63 Final Sat.: 1800 0 1750 3550 0 1750 3150 5600 0 1750 4462 1136 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.08 0.06 0.29 0.00 0.07 0.31 0.31 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 0.0 28.2 0.0 28.2 16.7 80.6 0.0 19.2 83.1 83.1 Volume/Cap: 0.03 0.00 0.00 0.56 0.00 0.41 0.56 0.55 0.00 0.55 0.56 0.56 Delay/Veh: 65.5 0.0 0.0 56.3 0.0 54.5 65.2 23.0 0.0 64.2 21.8 21.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.5 0.0 0.0 56.3 0.0 54.5 65.2 23.0 0.0 64.2 21.8 21.8 LOS by Move: E A A E+ A D- E C+ A E C+ C+ HCM2kAvgQ: 0 0 0 8 0 6 5 16 0 6 17 17 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #7: Fayette Drive and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 35 1004*** 184
Lanes: 0 1 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

55***

1 Cycle Time (sec): 100

1 86***

0 Loss Time (sec): 12

0 28 0

Critical V/C: 0.334

0 23
1 Avg Crit Del (sec/veh): 16.7

1 37 0

Avg Delay (sec/veh): 19.9

1 61
LOS: B-

Lanes: 1 0 2 1 0
Final Vol: 48*** 955 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 48 955 70 184 1004 35 55 28 37 61 23 86 Growth 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 Initial Bse: 48 955 70 184 1004 35 55 28 37 61 23 86 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 955 70 184 1004 35 55 28 37 61 23 86 User 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 PHF 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 PHF Volume: 48 955 70 184 1004 35 55 28 37 61 23 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 955 70 184 1004 35 55 28 37 61 23 86 PCE 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 MLF 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 FinalVolume: 48 955 70 184 1004 35 55 28 37 61 23 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.79 0.21 2.00 2.90 0.10 1.00 0.43 0.57 1.46 0.54 1.00 Final Sat.: 1750 5217 382 3150 5411 189 1750 775 1025 2578 972 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.18 0.18 0.06 0.19 0.19 0.03 0.04 0.04 0.02 0.02 0.05 Crit Moves: **** **** **** **** Green Time: 8.2 46.2 46.2 17.7 55.6 55.6 9.4 14.2 14.2 9.9 14.7 14.7 Volume/Cap: 0.33 0.40 0.40 0.33 0.33 0.33 0.33 0.25 0.25 0.24 0.16 0.33 Uniform Del: 43.3 17.7 17.7 36.0 12.1 12.1 42.4 38.2 38.2 41.5 37.2 38.2 IncremntDel: 1.4 0.1 0.1 0.4 0.1 0.1 1.2 0.5 0.5 0.3 0.1 0.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 44.7 17.8 17.8 36.4 12.2 12.2 43.6 38.7 38.7 41.9 37.4 39.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.7 17.8 17.8 36.4 12.2 12.2 43.6 38.7 38.7 41.9 37.4 39.0 LOS by Move: D B B D+ B B D D+ D+ D D+ D+ HCM2kAvgQ: 1 7 7 3 5 5 2 2 2 1 1 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #7: Fayette Drive and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 35 1037 185***
Lanes: 0 1 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

55***

1 Cycle Time (sec): 100

1 86***

0 Loss Time (sec): 12

0 28 0

Critical V/C: 0.369

0 23
1 Avg Crit Del (sec/veh): 21.1

1 37 0

Avg Delay (sec/veh): 20.6

1 61
LOS: C+

Lanes: 1 0 2 1 0
Final Vol: 48 969*** 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 48 955 70 184 1004 35 55 28 37 61 23 86 Growth 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 Initial Bse: 48 955 70 184 1004 35 55 28 37 61 23 86 Added Vol: 0 14 0 1 33 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 969 70 185 1037 35 55 28 37 61 23 86 User 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 PHF 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 PHF Volume: 48 969 70 185 1037 35 55 28 37 61 23 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 969 70 185 1037 35 55 28 37 61 23 86 PCE 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 MLF 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 FinalVolume: 48 969 70 185 1037 35 55 28 37 61 23 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.79 0.21 2.00 2.90 0.10 1.00 0.43 0.57 1.46 0.54 1.00 Final Sat.: 1750 5222 377 3150 5417 183 1750 775 1025 2578 972 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.19 0.19 0.06 0.19 0.19 0.03 0.04 0.04 0.02 0.02 0.05 Crit Moves: **** **** **** **** Green Time: 17.7 50.3 50.3 15.9 48.5 48.5 8.5 12.8 12.8 9.0 13.3 13.3 Volume/Cap: 0.15 0.37 0.37 0.37 0.40 0.40 0.37 0.28 0.28 0.26 0.18 0.37 Delay/Veh: 35.0 15.3 15.3 38.0 16.5 16.5 44.8 40.1 40.1 42.9 38.7 40.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.0 15.3 15.3 38.0 16.5 16.5 44.8 40.1 40.1 42.9 38.7 40.5 LOS by Move: D+ B B D+ B B D D D D D+ D HCM2kAvgQ: 1 6 6 3 7 7 2 2 2 2 1 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PM
Intersection #8: Miller Avenue and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 71 1147 0
Lanes: 0 1 2 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.059

0 0
0 Avg Crit Del (sec/veh): 0.2

0 35 1

Avg Delay (sec/veh): 0.2

0 0
LOS: B

Lanes: 0 0 4 0 0
Final Vol: 0 1341 0
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1341 0 0 1147 71 0 0 35 0 0 0 Growth 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 Initial Bse: 0 1341 0 0 1147 71 0 0 35 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1341 0 0 1147 71 0 0 35 0 0 0 User 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 PHF 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 PHF Volume: 0 1341 0 0 1147 71 0 0 35 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1341 0 0 1147 71 0 0 35 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 418 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 590 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 590 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.06 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.5 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.5 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PP PM
Intersection #8: Miller Avenue and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 71 1181 0
Lanes: 0 1 2 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.060

0 0
0 Avg Crit Del (sec/veh): 0.2

0 35 1

Avg Delay (sec/veh): 0.2

0 0
LOS: B

Lanes: 0 0 4 0 0
Final Vol: 0 1356 0
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1341 0 0 1147 71 0 0 35 0 0 0 Growth 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 Initial Bse: 0 1341 0 0 1147 71 0 0 35 0 0 0 Added Vol: 0 15 0 0 34 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1356 0 0 1181 71 0 0 35 0 0 0 User 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 PHF 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 PHF Volume: 0 1356 0 0 1181 71 0 0 35 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1356 0 0 1181 71 0 0 35 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 429 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 580 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 580 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.06 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.6 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.6 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #9: Nita Avenue and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 0 1763 88***
Lanes: 0 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 55***

0 Loss Time (sec): 3

0 0 0

Critical V/C: 0.528

0 0
0 Avg Crit Del (sec/veh): 7.8

0 0 0

Avg Delay (sec/veh): 4.8

0 0
LOS: A

Lanes: 0 0 2 0 1
Final Vol: 0 1635*** 61
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 0 0 0 0 0 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1635 61 88 1763 0 0 0 0 0 0 55 Growth 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 Initial Bse: 0 1635 61 88 1763 0 0 0 0 0 0 55 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1635 61 88 1763 0 0 0 0 0 0 55 User 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 PHF 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 PHF Volume: 0 1635 61 88 1763 0 0 0 0 0 0 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1635 61 88 1763 0 0 0 0 0 0 55 PCE 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 MLF 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 FinalVolume: 0 1635 61 88 1763 0 0 0 0 0 0 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3800 1750 1750 3800 0 0 0 0 0 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.43 0.03 0.05 0.46 0.00 0.00 0.00 0.00 0.00 0.00 0.03 Crit Moves: **** **** **** Green Time: 0.0 77.9 77.9 9.1 87.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.55 0.04 0.55 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.31 Uniform Del: 0.0 4.3 2.5 43.5 1.6 0.0 0.0 0.0 0.0 0.0 0.0 41.8 IncremntDel: 0.0 0.2 0.0 4.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 1.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Delay/Veh: 0.0 4.5 2.5 47.6 1.7 0.0 0.0 0.0 0.0 0.0 0.0 42.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 4.5 2.5 47.6 1.7 0.0 0.0 0.0 0.0 0.0 0.0 42.8 LOS by Move: A A A D A A A A A A A D HCM2kAvgQ: 0 9 0 3 6 0 0 0 0 0 0 2 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #9: Nita Avenue and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 0 1773 88***
Lanes: 0 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 55***

0 Loss Time (sec): 3

0 0 0

Critical V/C: 0.538

0 0
0 Avg Crit Del (sec/veh): 7.8

0 0 0

Avg Delay (sec/veh): 4.8

0 0
LOS: A

Lanes: 0 0 2 0 1
Final Vol: 0 1671*** 61
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 0 0 0 0 0 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1635 61 88 1763 0 0 0 0 0 0 55 Growth 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 Initial Bse: 0 1635 61 88 1763 0 0 0 0 0 0 55 Added Vol: 0 36 0 0 10 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1671 61 88 1773 0 0 0 0 0 0 55 User 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 PHF 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 PHF Volume: 0 1671 61 88 1773 0 0 0 0 0 0 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1671 61 88 1773 0 0 0 0 0 0 55 PCE 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 MLF 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 FinalVolume: 0 1671 61 88 1773 0 0 0 0 0 0 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3800 1750 1750 3800 0 0 0 0 0 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.44 0.03 0.05 0.47 0.00 0.00 0.00 0.00 0.00 0.00 0.03 Crit Moves: **** **** **** Green Time: 0.0 78.1 78.1 8.9 87.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.56 0.04 0.56 0.54 0.00 0.00 0.00 0.00 0.00 0.00 0.31 Delay/Veh: 0.0 4.5 2.5 48.3 1.8 0.0 0.0 0.0 0.0 0.0 0.0 42.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 4.5 2.5 48.3 1.8 0.0 0.0 0.0 0.0 0.0 0.0 42.8 LOS by Move: A A A D A A A A A A A D HCM2kAvgQ: 0 9 0 3 7 0 0 0 0 0 0 2 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 16:37:57 2021 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #10: California Street and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 234 1157 613***
Lanes: 1 0 2 0 2

Signal=Split

Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

227***

1 Cycle Time (sec): 100

1 591***

0 Loss Time (sec): 12

0 106 1

Critical V/C: 0.998

1 71
0 Avg Crit Del (sec/veh): 71.4

0 25 1

Avg Delay (sec/veh): 57.7

1 76
LOS: E+

Lanes: 1 0 3 0 1
Final Vol: 40 1232*** 96
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 40 1232 96 613 1157 234 227 106 25 76 71 591 Growth 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 Initial Bse: 40 1232 96 613 1157 234 227 106 25 76 71 591 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 1232 96 613 1157 234 227 106 25 76 71 591 User 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 PHF 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 PHF Volume: 40 1232 96 613 1157 234 227 106 25 76 71 591 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 1232 96 613 1157 234 227 106 25 76 71 591 PCE 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 MLF 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 FinalVolume: 40 1232 96 613 1157 234 227 106 25 76 71 591 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 3800 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.22 0.05 0.19 0.30 0.13 0.13 0.06 0.01 0.04 0.04 0.34 Crit Moves: **** **** **** **** Green Time: 7.7 21.7 21.7 19.5 33.5 33.5 13.0 13.0 13.0 33.8 33.8 33.8 Volume/Cap: 0.30 1.00 0.25 1.00 0.91 0.40 1.00 0.43 0.11 0.13 0.11 1.00 Uniform Del: 43.6 39.1 32.5 40.2 31.8 25.6 43.5 40.1 38.4 22.9 22.7 33.0 IncremntDel: 1.2 25.1 0.4 35.8 9.8 0.4 59.0 1.2 0.2 0.1 0.1 36.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 44.8 64.2 32.8 76.0 41.7 26.0 102.5 41.3 38.6 23.0 22.8 69.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.8 64.2 32.8 76.0 41.7 26.0 102.5 41.3 38.6 23.0 22.8 69.5 LOS by Move: D E C- E- D C F D D+ C+ C+ E HCM2kAvgQ: 1 16 3 14 19 6 12 3 1 2 1 24 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 16:37:57 2021 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #10: California Street and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 234 1157 638***
Lanes: 1 0 2 0 2

Signal=Split

Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

227***

1 Cycle Time (sec): 100

1 591***

0 Loss Time (sec): 12

0 106 1

Critical V/C: 1.023

1 71
0 Avg Crit Del (sec/veh): 77.4

0 25 1

Avg Delay (sec/veh): 60.8

1 77
LOS: E

Lanes: 1 0 3 0 1
Final Vol: 73 1311*** 96
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 40 1232 96 613 1157 234 227 106 25 76 71 591 Growth 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 Initial Bse: 40 1232 96 613 1157 234 227 106 25 76 71 591 Added Vol: 33 79 0 25 0 0 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 73 1311 96 638 1157 234 227 106 25 77 71 591 User 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 PHF 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 PHF Volume: 73 1311 96 638 1157 234 227 106 25 77 71 591 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 1311 96 638 1157 234 227 106 25 77 71 591 PCE 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 MLF 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 FinalVolume: 73 1311 96 638 1157 234 227 106 25 77 71 591 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 3800 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.23 0.05 0.20 0.30 0.13 0.13 0.06 0.01 0.04 0.04 0.34 Crit Moves: **** **** **** **** Green Time: 7.9 22.5 22.5 19.8 34.4 34.4 12.7 12.7 12.7 33.0 33.0 33.0 Volume/Cap: 0.53 1.02 0.24 1.02 0.89 0.39 1.02 0.44 0.11 0.13 0.11 1.02 Delay/Veh: 48.0 69.8 32.1 82.0 38.5 25.3 110.1 41.7 38.9 23.6 23.4 76.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.0 69.8 32.1 82.0 38.5 25.3 110.1 41.7 38.9 23.6 23.4 76.8 LOS by Move: D E C- F D+ C F D D+ C C E- HCM2kAvgQ: 2 18 3 15 18 6 13 3 1 2 1 25 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #11: California Street and Pacchetti Way

Signal=Protect/Rights=Include
Final Vol: 80 7*** 7
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

20 1

Cycle Time (sec): 100

0 5

0 Loss Time (sec): 12

1 518*** 1

Critical V/C: 0.525

1 455
0 Avg Crit Del (sec/veh): 26.7

0 236 1

Avg Delay (sec/veh): 24.5

1 38***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 209*** 10 40
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 209 10 40 7 7 80 20 518 236 38 455 5 Growth 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 Initial Bse: 209 10 40 7 7 80 20 518 236 38 455 5 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 209 10 40 7 7 80 20 518 236 38 455 5 User 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 PHF 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 PHF Volume: 209 10 40 7 7 80 20 518 236 38 455 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 209 10 40 7 7 80 20 518 236 38 455 5 PCE 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 MLF 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 FinalVolume: 209 10 40 7 7 80 20 518 236 38 455 5 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 1.00 0.20 0.80 1.00 0.08 0.92 1.00 1.00 1.00 1.00 1.98 0.02 Final Sat.: 1750 360 1440 1750 145 1655 1750 1900 1750 1750 3660 40 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.03 0.03 0.00 0.05 0.05 0.01 0.27 0.13 0.02 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 21.6 18.6 18.6 13.0 10.0 10.0 20.3 49.4 49.4 7.0 36.1 36.1 Volume/Cap: 0.55 0.15 0.15 0.03 0.48 0.48 0.06 0.55 0.27 0.31 0.34 0.34 Uniform Del: 34.9 34.1 34.1 38.0 42.6 42.6 32.1 17.6 14.8 44.2 23.3 23.3 IncremntDel: 1.8 0.2 0.2 0.1 2.0 2.0 0.1 0.7 0.2 1.4 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 36.6 34.3 34.3 38.0 44.6 44.6 32.2 18.3 15.0 45.7 23.5 23.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.6 34.3 34.3 38.0 44.6 44.6 32.2 18.3 15.0 45.7 23.5 23.5 LOS by Move: D+ C- C- D+ D D C- B- B D C C HCM2kAvgQ: 7 1 1 0 3 3 1 11 4 1 5 5 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #11: California Street and Pacchetti Way

Signal=Protect/Rights=Include
Final Vol: 80 7*** 7
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

20 1

Cycle Time (sec): 100

0 5

0 Loss Time (sec): 12

1 550*** 1

Critical V/C: 0.544

1 456
0 Avg Crit Del (sec/veh): 26.7

0 236 1

Avg Delay (sec/veh): 24.3

1 38***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 209*** 10 40
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 209 10 40 7 7 80 20 518 236 38 455 5 Growth 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 Initial Bse: 209 10 40 7 7 80 20 518 236 38 455 5 Added Vol: 0 0 0 0 0 0 0 32 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 209 10 40 7 7 80 20 550 236 38 456 5 User 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 PHF 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 PHF Volume: 209 10 40 7 7 80 20 550 236 38 456 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 209 10 40 7 7 80 20 550 236 38 456 5 PCE 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 MLF 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 FinalVolume: 209 10 40 7 7 80 20 550 236 38 456 5 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 1.00 0.20 0.80 1.00 0.08 0.92 1.00 1.00 1.00 1.00 1.98 0.02 Final Sat.: 1750 360 1440 1750 145 1655 1750 1900 1750 1750 3660 40 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.03 0.03 0.00 0.05 0.05 0.01 0.29 0.13 0.02 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 20.7 18.1 18.1 12.7 10.0 10.0 20.6 50.3 50.3 7.0 36.7 36.7 Volume/Cap: 0.58 0.15 0.15 0.03 0.48 0.48 0.06 0.58 0.27 0.31 0.34 0.34 Delay/Veh: 37.9 34.7 34.7 38.4 44.6 44.6 32.0 18.3 14.5 45.7 23.1 23.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.9 34.7 34.7 38.4 44.6 44.6 32.0 18.3 14.5 45.7 23.1 23.1 LOS by Move: D+ C- C- D+ D D C B- B D C C HCM2kAvgQ: 7 1 1 0 3 3 1 12 4 1 5 5 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #12: California Street and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 55 71 85***
Lanes: 1 0 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

20 1

Cycle Time (sec): 100

0 28

0 Loss Time (sec): 12

1 403*** 1

Critical V/C: 0.480

1 322
1 Avg Crit Del (sec/veh): 32.2

0 110 0

Avg Delay (sec/veh): 31.8

1 173***
LOS: C

Lanes: 1 0 1 0 1
Final Vol: 163 46 239***
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 163 46 239 85 71 55 20 403 110 173 322 28 Growth 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 Initial Bse: 163 46 239 85 71 55 20 403 110 173 322 28 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 163 46 239 85 71 55 20 403 110 173 322 28 User 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 PHF 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 PHF Volume: 163 46 239 85 71 55 20 403 110 173 322 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 46 239 85 71 55 20 403 110 173 322 28 PCE 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 MLF 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 FinalVolume: 163 46 239 85 71 55 20 403 110 173 322 28 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.56 0.44 1.00 1.84 0.16 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 2906 793 1750 3404 296 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.02 0.14 0.05 0.04 0.03 0.01 0.14 0.14 0.10 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 18.6 28.4 28.4 10.1 20.0 20.0 20.4 28.9 28.9 20.6 29.1 29.1 Volume/Cap: 0.50 0.09 0.48 0.48 0.19 0.16 0.06 0.48 0.48 0.48 0.33 0.33 Uniform Del: 36.5 26.2 29.7 42.5 33.3 33.1 32.1 29.4 29.4 35.0 27.8 27.8 IncremntDel: 1.2 0.1 0.7 2.1 0.2 0.2 0.1 0.3 0.3 1.0 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 37.8 26.3 30.4 44.5 33.5 33.3 32.1 29.7 29.7 36.0 27.9 27.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.8 26.3 30.4 44.5 33.5 33.3 32.1 29.7 29.7 36.0 27.9 27.9 LOS by Move: D+ C C D C- C- C- C C D+ C C HCM2kAvgQ: 5 1 6 3 2 2 1 6 6 5 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #12: California Street and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 55 71 85***
Lanes: 1 0 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

20 1

Cycle Time (sec): 100

0 28

0 Loss Time (sec): 12

1 430*** 1

Critical V/C: 0.490

1 323
1 Avg Crit Del (sec/veh): 32.0

0 114 0

Avg Delay (sec/veh): 31.7

1 173***
LOS: C

Lanes: 1 0 1 0 1
Final Vol: 163 46 239***
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 163 46 239 85 71 55 20 403 110 173 322 28 Growth 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 Initial Bse: 163 46 239 85 71 55 20 403 110 173 322 28 Added Vol: 0 0 0 0 0 0 0 27 4 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 163 46 239 85 71 55 20 430 114 173 323 28 User 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 PHF 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 PHF Volume: 163 46 239 85 71 55 20 430 114 173 323 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 46 239 85 71 55 20 430 114 173 323 28 PCE 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 MLF 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 FinalVolume: 163 46 239 85 71 55 20 430 114 173 323 28 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.57 0.43 1.00 1.84 0.16 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 2924 775 1750 3405 295 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.02 0.14 0.05 0.04 0.03 0.01 0.15 0.15 0.10 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 18.2 27.9 27.9 9.9 19.6 19.6 20.7 30.0 30.0 20.2 29.5 29.5 Volume/Cap: 0.51 0.09 0.49 0.49 0.19 0.16 0.06 0.49 0.49 0.49 0.32 0.32 Delay/Veh: 38.3 26.7 30.9 44.8 33.9 33.6 31.9 29.0 29.0 36.4 27.6 27.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.3 26.7 30.9 44.8 33.9 33.6 31.9 29.0 29.0 36.4 27.6 27.6 LOS by Move: D+ C C D C- C- C C C D+ C C HCM2kAvgQ: 5 1 6 3 2 2 1 7 7 5 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-25
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #13: California Street and Ortega Avenue

Signal=Protect/Rights=Include
Final Vol: 22 30 60***
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

13 1

Cycle Time (sec): 100

1 55

0 Loss Time (sec): 12

0 730*** 1

Critical V/C: 0.367

2 471
1 Avg Crit Del (sec/veh): 17.5

0 70 0

Avg Delay (sec/veh): 19.5

1 33***
LOS: B-

Lanes: 1 0 0 1 0
Final Vol: 35 27*** 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 35 27 70 60 30 22 13 730 70 33 471 55 Growth 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 Initial Bse: 35 27 70 60 30 22 13 730 70 33 471 55 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 35 27 70 60 30 22 13 730 70 33 471 55 User 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 PHF 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 PHF Volume: 35 27 70 60 30 22 13 730 70 33 471 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 27 70 60 30 22 13 730 70 33 471 55 PCE 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 MLF 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 FinalVolume: 35 27 70 60 30 22 13 730 70 33 471 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.28 0.72 1.00 0.58 0.42 1.00 1.82 0.18 1.00 2.00 1.00 Final Sat.: 1750 501 1299 1750 1038 762 1750 3376 324 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.05 0.05 0.03 0.03 0.03 0.01 0.22 0.22 0.02 0.12 0.03 Crit Moves: **** **** **** **** Green Time: 9.7 14.3 14.3 9.1 13.8 13.8 23.3 57.5 57.5 7.0 41.2 41.2 Volume/Cap: 0.21 0.38 0.38 0.38 0.21 0.21 0.03 0.38 0.38 0.27 0.30 0.08 Uniform Del: 41.6 38.8 38.8 42.8 38.3 38.3 29.6 11.5 11.5 44.1 19.7 17.8 IncremntDel: 0.6 0.9 0.9 1.5 0.4 0.4 0.0 0.1 0.1 1.2 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 42.2 39.7 39.7 44.2 38.7 38.7 29.7 11.6 11.6 45.3 19.8 17.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.2 39.7 39.7 44.2 38.7 38.7 29.7 11.6 11.6 45.3 19.8 17.9 LOS by Move: D D D D D+ D+ C B+ B+ D B- B HCM2kAvgQ: 1 3 3 2 2 2 0 7 7 1 5 1 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-26
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #13: California Street and Ortega Avenue

Signal=Protect/Rights=Include
Final Vol: 22 30 60***
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

13 1

Cycle Time (sec): 100

1 55

0 Loss Time (sec): 12

0 753*** 1

Critical V/C: 0.376

2 472
1 Avg Crit Del (sec/veh): 17.2

0 74 0

Avg Delay (sec/veh): 19.2

1 33***
LOS: B-

Lanes: 1 0 0 1 0
Final Vol: 35 27*** 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 35 27 70 60 30 22 13 730 70 33 471 55 Growth 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 Initial Bse: 35 27 70 60 30 22 13 730 70 33 471 55 Added Vol: 0 0 0 0 0 0 0 23 4 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 35 27 70 60 30 22 13 753 74 33 472 55 User 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 PHF 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 PHF Volume: 35 27 70 60 30 22 13 753 74 33 472 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 27 70 60 30 22 13 753 74 33 472 55 PCE 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 MLF 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 FinalVolume: 35 27 70 60 30 22 13 753 74 33 472 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.28 0.72 1.00 0.58 0.42 1.00 1.82 0.18 1.00 2.00 1.00 Final Sat.: 1750 501 1299 1750 1038 762 1750 3369 331 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.05 0.05 0.03 0.03 0.03 0.01 0.22 0.22 0.02 0.12 0.03 Crit Moves: **** **** **** **** Green Time: 9.4 14.0 14.0 8.9 13.5 13.5 23.5 58.1 58.1 7.0 41.6 41.6 Volume/Cap: 0.21 0.38 0.38 0.38 0.21 0.21 0.03 0.38 0.38 0.27 0.30 0.08 Delay/Veh: 42.5 40.1 40.1 44.5 39.0 39.0 29.5 11.4 11.4 45.3 19.6 17.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.5 40.1 40.1 44.5 39.0 39.0 29.5 11.4 11.4 45.3 19.6 17.6 LOS by Move: D D D D D+ D+ C B+ B+ D B- B HCM2kAvgQ: 1 3 3 2 2 2 0 7 7 1 5 1 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-27
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #14: California Street and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 234 500 229***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

302***

1 Cycle Time (sec): 100

0 134

0 Loss Time (sec): 12

1 476 1

Critical V/C: 0.647

1 302***
1 Avg Crit Del (sec/veh): 38.1

0 85 0

Avg Delay (sec/veh): 34.2

1 40
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 45 485*** 63
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 45 485 63 229 500 234 302 476 85 40 302 134 Growth 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 Initial Bse: 45 485 63 229 500 234 302 476 85 40 302 134 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 45 485 63 229 500 234 302 476 85 40 302 134 User 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 PHF 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 PHF Volume: 45 485 63 229 500 234 302 476 85 40 302 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 45 485 63 229 500 234 302 476 85 40 302 134 PCE 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 MLF 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 FinalVolume: 45 485 63 229 500 234 302 476 85 40 302 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 1.76 0.24 1.00 1.34 0.66 1.00 1.69 0.31 1.00 1.37 0.63 Final Sat.: 1750 3274 425 1750 2520 1179 1750 3139 561 1750 2562 1137 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.15 0.15 0.13 0.20 0.20 0.17 0.15 0.15 0.02 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 11.2 22.9 22.9 20.2 31.9 31.9 26.7 30.7 30.7 14.2 18.2 18.2 Volume/Cap: 0.23 0.65 0.65 0.65 0.62 0.62 0.65 0.49 0.49 0.16 0.65 0.65 Uniform Del: 40.4 34.9 34.9 36.6 29.0 29.0 32.5 28.3 28.3 37.7 37.9 37.9 IncremntDel: 0.6 1.8 1.8 4.1 1.0 1.0 3.2 0.3 0.3 0.3 2.2 2.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 41.0 36.7 36.7 40.8 30.0 30.0 35.7 28.6 28.6 38.0 40.1 40.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.0 36.7 36.7 40.8 30.0 30.0 35.7 28.6 28.6 38.0 40.1 40.1 LOS by Move: D D+ D+ D C C D+ C C D+ D D HCM2kAvgQ: 1 8 8 7 10 10 9 7 7 1 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-28
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #14: California Street and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 235 500 229***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

316***

1 Cycle Time (sec): 100

0 134

0 Loss Time (sec): 12

1 476 1

Critical V/C: 0.656

1 302***
1 Avg Crit Del (sec/veh): 38.4

0 94 0

Avg Delay (sec/veh): 34.4

1 40
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 45 485*** 63
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 45 485 63 229 500 234 302 476 85 40 302 134 Growth 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 Initial Bse: 45 485 63 229 500 234 302 476 85 40 302 134 Added Vol: 0 0 0 0 0 1 14 0 9 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 45 485 63 229 500 235 316 476 94 40 302 134 User 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 PHF 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 PHF Volume: 45 485 63 229 500 235 316 476 94 40 302 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 45 485 63 229 500 235 316 476 94 40 302 134 PCE 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 MLF 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 FinalVolume: 45 485 63 229 500 235 316 476 94 40 302 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 1.76 0.24 1.00 1.34 0.66 1.00 1.66 0.34 1.00 1.37 0.63 Final Sat.: 1750 3274 425 1750 2516 1183 1750 3089 610 1750 2562 1137 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.15 0.15 0.13 0.20 0.20 0.18 0.15 0.15 0.02 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 11.1 22.6 22.6 19.9 31.4 31.4 27.5 31.3 31.3 14.2 18.0 18.0 Volume/Cap: 0.23 0.66 0.66 0.66 0.63 0.63 0.66 0.49 0.49 0.16 0.66 0.66 Delay/Veh: 41.2 37.1 37.1 41.4 30.5 30.5 35.3 28.2 28.2 38.0 40.5 40.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.2 37.1 37.1 41.4 30.5 30.5 35.3 28.2 28.2 38.0 40.5 40.5 LOS by Move: D D+ D+ D C C D+ C C D+ D D HCM2kAvgQ: 1 8 8 7 10 10 9 7 7 1 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #15: Central Expressway and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 90 603*** 103
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Overlap Lanes: Final Vol:

158***

1 Cycle Time (sec): 167

1 158

0 Loss Time (sec): 19

0 1125 2

Critical V/C: 0.551

2 666***
0 Avg Crit Del (sec/veh): 67.4

0 163 1

Avg Delay (sec/veh): 67.2

1 269
LOS: E

Lanes: 2 0 1 1 0
Final Vol: 113*** 621 251
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 28 49 49 14 35 35 12 49 49 34 71 71 Y+R: 5.0 5.1 5.1 5.4 5.1 5.1 4.8 5.8 5.8 5.0 5.8 5.8 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 113 621 251 103 603 90 158 1125 163 269 666 158 Growth 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 Initial Bse: 113 621 251 103 603 90 158 1125 163 269 666 158 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 113 621 251 103 603 90 158 1125 163 269 666 158 User 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 PHF 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 PHF Volume: 113 621 251 103 603 90 158 1125 163 269 666 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 621 251 103 603 90 158 1125 163 269 666 158 PCE 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 MLF 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 FinalVolume: 113 621 251 103 603 90 158 1125 163 269 666 158 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.41 0.59 1.00 1.73 0.27 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 2634 1065 1750 3219 480 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.24 0.24 0.06 0.19 0.19 0.09 0.30 0.09 0.15 0.18 0.09 Crit Moves: **** **** **** **** Green Time: 28.0 49.0 49.0 14.0 35.0 35.0 14.0 50.4 50.4 34.6 71.0 85.0 Volume/Cap: 0.21 0.80 0.80 0.70 0.89 0.89 1.08 0.98 0.31 0.74 0.41 0.18 Uniform Del: 60.0 54.5 54.5 74.5 64.2 64.2 76.5 57.9 44.9 62.0 33.5 22.1 IncremntDel: 0.2 4.4 4.4 14.2 12.8 12.8 96.4 22.2 0.3 7.9 0.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 60.2 59.0 59.0 88.7 77.0 77.0 172.9 80.0 45.2 69.9 33.6 22.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.2 59.0 59.0 88.7 77.0 77.0 172.9 80.0 45.2 69.9 33.6 22.2 LOS by Move: E E+ E+ F E- E- F F D E C- C+ HCM2kAvgQ: 3 22 22 7 21 21 12 32 7 15 11 5 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #15: Central Expressway and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 98 603*** 103
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Overlap Lanes: Final Vol:

172***

1 Cycle Time (sec): 167

1 158

0 Loss Time (sec): 19

0 1139 2

Critical V/C: 0.564

2 669***
0 Avg Crit Del (sec/veh): 72.2

0 163 1

Avg Delay (sec/veh): 69.6

1 270
LOS: E

Lanes: 2 0 1 1 0
Final Vol: 113*** 635 251
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 28 49 49 14 35 35 12 49 49 34 71 71 Y+R: 5.0 5.1 5.1 5.4 5.1 5.1 4.8 5.8 5.8 5.0 5.8 5.8 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 113 621 251 103 603 90 158 1125 163 269 666 158 Growth 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 Initial Bse: 113 621 251 103 603 90 158 1125 163 269 666 158 Added Vol: 0 14 0 0 0 8 14 14 0 1 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 113 635 251 103 603 98 172 1139 163 270 669 158 User 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 PHF 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 PHF Volume: 113 635 251 103 603 98 172 1139 163 270 669 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 635 251 103 603 98 172 1139 163 270 669 158 PCE 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 MLF 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 FinalVolume: 113 635 251 103 603 98 172 1139 163 270 669 158 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.42 0.58 1.00 1.71 0.29 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 2651 1048 1750 3182 517 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.24 0.24 0.06 0.19 0.19 0.10 0.30 0.09 0.15 0.18 0.09 Crit Moves: **** **** **** **** Green Time: 28.0 49.0 49.0 14.0 35.0 35.0 14.0 50.6 50.6 34.4 71.0 85.0 Volume/Cap: 0.21 0.82 0.82 0.70 0.90 0.90 1.17 0.99 0.31 0.75 0.41 0.18 Delay/Veh: 60.2 59.7 59.7 88.7 78.4 78.4 204.6 81.7 45.0 70.7 33.7 22.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.2 59.7 59.7 88.7 78.4 78.4 204.6 81.7 45.0 70.7 33.7 22.2 LOS by Move: E E+ E+ F E- E- F F D E C- C+ HCM2kAvgQ: 3 22 22 7 21 21 14 33 7 15 12 5 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-31
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #16: Middlefield Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 110 1162 214***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

113

1 Cycle Time (sec): 110

0 133

0 Loss Time (sec): 12

1 480 2

Critical V/C: 1.001

1 335
0 Avg Crit Del (sec/veh): 71.2

0 281*** 1

Avg Delay (sec/veh): 55.0

1 452***
LOS: E+

Lanes: 2 0 1 1 0
Final Vol: 232 1107*** 390
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 232 1107 390 214 1162 110 113 480 281 452 335 133 Growth 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 Initial Bse: 232 1107 390 214 1162 110 113 480 281 452 335 133 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 232 1107 390 214 1162 110 113 480 281 452 335 133 User 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 PHF 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 PHF Volume: 232 1107 390 214 1162 110 113 480 281 452 335 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 1107 390 214 1162 110 113 480 281 452 335 133 PCE 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 MLF 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 FinalVolume: 232 1107 390 214 1162 110 113 480 281 452 335 133 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 2.00 1.46 0.54 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.42 0.58 Final Sat.: 3150 2735 964 3150 3800 1750 1750 3800 1750 1750 2648 1051 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.40 0.40 0.07 0.31 0.06 0.06 0.13 0.16 0.26 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 10.1 44.5 44.5 7.5 41.9 41.9 15.6 17.7 17.7 28.4 30.5 30.5 Volume/Cap: 0.80 1.00 1.00 1.00 0.80 0.17 0.46 0.79 1.00 1.00 0.46 0.46 Uniform Del: 49.0 32.8 32.8 51.3 30.4 22.5 43.3 44.4 46.2 40.8 32.9 32.9 IncremntDel: 14.9 23.4 23.4 61.7 3.4 0.1 1.3 6.8 53.9 42.5 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 63.9 56.2 56.2 113.0 33.7 22.6 44.7 51.1 100.0 83.3 33.2 33.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.9 56.2 56.2 113.0 33.7 22.6 44.7 51.1 100.0 83.3 33.2 33.2 LOS by Move: E E+ E+ F C- C+ D D- F F C- C- HCM2kAvgQ: 5 31 31 6 18 3 4 10 16 23 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-32
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #16: Middlefield Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 110 1168 214***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

113

1 Cycle Time (sec): 110

0 133

0 Loss Time (sec): 12

1 480 2

Critical V/C: 1.012

1 335
0 Avg Crit Del (sec/veh): 73.9

0 283*** 1

Avg Delay (sec/veh): 56.5

1 454***
LOS: E+

Lanes: 2 0 1 1 0
Final Vol: 239 1129*** 397
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 232 1107 390 214 1162 110 113 480 281 452 335 133 Growth 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 Initial Bse: 232 1107 390 214 1162 110 113 480 281 452 335 133 Added Vol: 7 22 7 0 6 0 0 0 2 2 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 239 1129 397 214 1168 110 113 480 283 454 335 133 User 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 PHF 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 PHF Volume: 239 1129 397 214 1168 110 113 480 283 454 335 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 239 1129 397 214 1168 110 113 480 283 454 335 133 PCE 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 MLF 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 FinalVolume: 239 1129 397 214 1168 110 113 480 283 454 335 133 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 2.00 1.47 0.53 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.42 0.58 Final Sat.: 3150 2737 962 3150 3800 1750 1750 3800 1750 1750 2648 1051 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.41 0.41 0.07 0.31 0.06 0.06 0.13 0.16 0.26 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 10.3 44.8 44.8 7.4 41.9 41.9 15.5 17.6 17.6 28.2 30.3 30.3 Volume/Cap: 0.81 1.01 1.01 1.01 0.81 0.17 0.46 0.79 1.01 1.01 0.46 0.46 Delay/Veh: 63.9 58.8 58.8 116.3 33.9 22.6 44.8 51.4 103.1 86.4 33.4 33.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.9 58.8 58.8 116.3 33.9 22.6 44.8 51.4 103.1 86.4 33.4 33.4 LOS by Move: E E+ E+ F C- C+ D D- F F C- C- HCM2kAvgQ: 5 32 32 6 18 3 4 10 16 23 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #17: Charleston Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 689 1165 495***
Lanes: 2 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

254

1 Cycle Time (sec): 110

0 226

0 Loss Time (sec): 12

1 876*** 1

Critical V/C: 0.962

1 246
1 Avg Crit Del (sec/veh): 64.5

0 43 0

Avg Delay (sec/veh): 48.1

1 113***
LOS: D

Lanes: 2 0 1 1 0
Final Vol: 110 769*** 199
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 110 769 199 495 1165 689 254 876 43 113 246 226 Growth 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 Initial Bse: 110 769 199 495 1165 689 254 876 43 113 246 226 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 769 199 495 1165 689 254 876 43 113 246 226 User 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 PHF 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 PHF Volume: 110 769 199 495 1165 689 254 876 43 113 246 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 769 199 495 1165 689 254 876 43 113 246 226 PCE 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 MLF 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 FinalVolume: 110 769 199 495 1165 689 254 876 43 113 246 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.83 0.92 0.97 0.95 0.92 1.00 0.95 Lanes: 2.00 1.58 0.42 1.00 2.00 2.00 1.00 1.90 0.10 1.00 1.02 0.98 Final Sat.: 3150 2939 760 1750 3800 3150 1750 3527 173 1750 1927 1770 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.26 0.26 0.28 0.31 0.22 0.15 0.25 0.25 0.06 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 10.7 29.9 29.9 32.3 51.5 51.5 19.0 28.4 28.4 7.4 16.7 16.7 Volume/Cap: 0.36 0.96 0.96 0.96 0.65 0.47 0.84 0.96 0.96 0.96 0.84 0.84 Uniform Del: 46.4 39.5 39.5 38.2 22.4 19.9 44.0 40.3 40.3 51.2 45.3 45.3 IncremntDel: 0.7 19.8 19.8 30.2 0.9 0.2 18.3 20.5 20.5 71.0 10.8 10.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 47.2 59.3 59.3 68.5 23.3 20.1 62.4 60.8 60.8 122.2 56.1 56.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.2 59.3 59.3 68.5 23.3 20.1 62.4 60.8 60.8 122.2 56.1 56.1 LOS by Move: D E+ E+ E C C+ E E E F E+ E+ HCM2kAvgQ: 2 20 20 23 15 10 12 21 21 7 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:46:01 2021 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP PM
Intersection #17: Charleston Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 689 1171 495***
Lanes: 2 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

254

1 Cycle Time (sec): 110

0 226

0 Loss Time (sec): 12

1 876*** 1

Critical V/C: 0.969

1 246
1 Avg Crit Del (sec/veh): 66.0

0 43 0

Avg Delay (sec/veh): 48.9

1 113***
LOS: D

Lanes: 2 0 1 1 0
Final Vol: 110 791*** 199
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 110 769 199 495 1165 689 254 876 43 113 246 226 Growth 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 Initial Bse: 110 769 199 495 1165 689 254 876 43 113 246 226 Added Vol: 0 22 0 0 6 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 791 199 495 1171 689 254 876 43 113 246 226 User 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 PHF 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 PHF Volume: 110 791 199 495 1171 689 254 876 43 113 246 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 791 199 495 1171 689 254 876 43 113 246 226 PCE 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 MLF 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 FinalVolume: 110 791 199 495 1171 689 254 876 43 113 246 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.83 0.92 0.97 0.95 0.92 1.00 0.95 Lanes: 2.00 1.59 0.41 1.00 2.00 2.00 1.00 1.90 0.10 1.00 1.02 0.98 Final Sat.: 3150 2956 744 1750 3800 3150 1750 3527 173 1750 1927 1770 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.27 0.27 0.28 0.31 0.22 0.15 0.25 0.25 0.06 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 10.7 30.4 30.4 32.1 51.8 51.8 18.9 28.2 28.2 7.3 16.6 16.6 Volume/Cap: 0.36 0.97 0.97 0.97 0.65 0.46 0.84 0.97 0.97 0.97 0.84 0.84 Delay/Veh: 47.2 60.3 60.3 70.4 23.2 19.9 63.3 62.4 62.4 124.6 56.8 56.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.2 60.3 60.3 70.4 23.2 19.9 63.3 62.4 62.4 124.6 56.8 56.8 LOS by Move: D E E E C B- E E E F E+ E+ HCM2kAvgQ: 2 20 20 23 15 9 12 21 21 7 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Tue Sep 07 17:56:57 2021 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PM
Intersection #18: Project Driveway and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 0 1258 0
Lanes: 0 0 3 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 42

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.075

0 0
0 Avg Crit Del (sec/veh): 0.2

0 0 0

Avg Delay (sec/veh): 0.2

0 0
LOS: B

Lanes: 0 0 2 1 0
Final Vol: 0 1326 12
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1326 12 0 1258 0 0 0 0 0 0 42 Growth 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 Initial Bse: 0 1326 12 0 1258 0 0 0 0 0 0 42 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1326 12 0 1258 0 0 0 0 0 0 42 User 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 PHF 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 PHF Volume: 0 1326 12 0 1258 0 0 0 0 0 0 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1326 12 0 1258 0 0 0 0 0 0 42 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 448 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 564 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 564 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.07 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.9 LOS by Move: * * * * * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 11.9 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #18 Project Driveway and San Antonio Road
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:56:57 2021 Page 3-39
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PP PM
Intersection #18: Project Driveway and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 0 1292 0
Lanes: 0 0 3 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 154

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.276

0 0
0 Avg Crit Del (sec/veh): 0.8

0 0 0

Avg Delay (sec/veh): 0.8

0 0
LOS: B

Lanes: 0 0 2 1 0
Final Vol: 0 1326 27
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1326 12 0 1258 0 0 0 0 0 0 42 Growth 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 Initial Bse: 0 1326 12 0 1258 0 0 0 0 0 0 42 Added Vol: 0 0 15 0 34 0 0 0 0 0 0 112 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1326 27 0 1292 0 0 0 0 0 0 154 User 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 PHF 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 PHF Volume: 0 1326 27 0 1292 0 0 0 0 0 0 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1326 27 0 1292 0 0 0 0 0 0 154 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 456 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 557 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 557 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.28 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.1 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 13.9 LOS by Move: * * * * * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 13.9 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #18 Project Driveway and San Antonio Road
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:56:57 2021 Page 3-41
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PM
Intersection #19: Project Driveway and California Street

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 787 1

Critical V/C: 0.094

2 738
1 Avg Crit Del (sec/veh): 0.4

0 28 0

Avg Delay (sec/veh): 0.4

0 0
LOS: B

Lanes: 0 0 0 0 1
Final Vol: 0 0 56
Signal=Stop/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 56 0 0 0 0 787 28 0 738 0 Growth 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 Initial Bse: 0 0 56 0 0 0 0 787 28 0 738 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 56 0 0 0 0 787 28 0 738 0 User 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 PHF 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 PHF Volume: 0 0 56 0 0 0 0 787 28 0 738 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 56 0 0 0 0 787 28 0 738 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 408 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 599 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 599 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.09 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.3 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 11.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 11.6 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #19 Project Driveway and California Street ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:56:57 2021 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PP PM
Intersection #19: Project Driveway and California Street

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 787 1

Critical V/C: 0.150

2 739
1 Avg Crit Del (sec/veh): 0.6

0 53 0

Avg Delay (sec/veh): 0.6

0 0
LOS: B

Lanes: 0 0 0 0 1
Final Vol: 0 0 88
Signal=Stop/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 56 0 0 0 0 787 28 0 738 0 Growth 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 Initial Bse: 0 0 56 0 0 0 0 787 28 0 738 0 Added Vol: 0 0 32 0 0 0 0 0 25 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 88 0 0 0 0 787 53 0 739 0 User 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 PHF 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 PHF Volume: 0 0 88 0 0 0 0 787 53 0 739 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 88 0 0 0 0 787 53 0 739 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 420 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 588 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 588 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.15 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.5 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 12.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 12.2 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #19 Project Driveway and California Street ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #1: El Camino Real and Arastradero Road-Charleston Road

Signal=Protect/Rights=Include
Final Vol: 213 543*** 98
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

140***

1 Cycle Time (sec): 100

0 155

0 Loss Time (sec): 12

1 620 3

Critical V/C: 0.670

2 993***
0 Avg Crit Del (sec/veh): 33.9

0 177 1

Avg Delay (sec/veh): 33.8

2 363
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 175*** 359 175
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 175 359 173 98 543 213 140 604 177 351 951 155 Growth 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 Initial Bse: 175 359 173 98 543 213 140 604 177 351 951 155 Added Vol: 0 0 2 0 0 0 0 16 0 12 42 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 175 359 175 98 543 213 140 620 177 363 993 155 User 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 PHF 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 PHF Volume: 175 359 175 98 543 213 140 620 177 363 993 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 175 359 175 98 543 213 140 620 177 363 993 155 PCE 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 MLF 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 FinalVolume: 175 359 175 98 543 213 140 620 177 363 993 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 1.33 0.67 1.00 1.42 0.58 1.00 3.00 1.00 2.00 2.58 0.42 Final Sat.: 1750 2487 1212 1750 2657 1042 1750 5700 1750 3150 4843 756 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.14 0.14 0.06 0.20 0.20 0.08 0.11 0.10 0.12 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 14.9 30.6 30.6 14.8 30.5 30.5 11.9 20.7 20.7 21.9 30.6 30.6 Volume/Cap: 0.67 0.47 0.47 0.38 0.67 0.67 0.67 0.53 0.49 0.53 0.67 0.67 Uniform Del: 40.2 28.1 28.1 38.4 30.3 30.3 42.1 35.3 35.0 34.5 30.3 30.3 IncremntDel: 6.6 0.3 0.3 0.9 1.6 1.6 8.1 0.4 1.0 0.8 1.0 1.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 46.8 28.5 28.5 39.3 31.9 31.9 50.3 35.8 36.1 35.2 31.3 31.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.8 28.5 28.5 39.3 31.9 31.9 50.3 35.8 36.1 35.2 31.3 31.3 LOS by Move: D C C D C C D D+ D+ D+ C C HCM2kAvgQ: 7 7 7 3 11 11 6 6 6 6 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #1: El Camino Real and Arastradero Road-Charleston Road

Signal=Protect/Rights=Include
Final Vol: 213 543*** 98
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

140***

1 Cycle Time (sec): 100

0 155

0 Loss Time (sec): 12

1 637 3

Critical V/C: 0.670

2 996***
0 Avg Crit Del (sec/veh): 33.9

0 177 1

Avg Delay (sec/veh): 33.8

2 364
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 175*** 359 178
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 175 359 173 98 543 213 140 604 177 351 951 155 Growth 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 Initial Bse: 175 359 173 98 543 213 140 604 177 351 951 155 Added Vol: 0 0 5 0 0 0 0 33 0 13 45 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 175 359 178 98 543 213 140 637 177 364 996 155 User 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 PHF 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 PHF Volume: 175 359 178 98 543 213 140 637 177 364 996 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 175 359 178 98 543 213 140 637 177 364 996 155 PCE 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 MLF 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 FinalVolume: 175 359 178 98 543 213 140 637 177 364 996 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 1.32 0.68 1.00 1.42 0.58 1.00 3.00 1.00 2.00 2.58 0.42 Final Sat.: 1750 2473 1226 1750 2657 1042 1750 5700 1750 3150 4845 754 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.15 0.15 0.06 0.20 0.20 0.08 0.11 0.10 0.12 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 14.9 30.6 30.6 14.8 30.5 30.5 11.9 20.9 20.9 21.7 30.7 30.7 Volume/Cap: 0.67 0.47 0.47 0.38 0.67 0.67 0.67 0.53 0.48 0.53 0.67 0.67 Delay/Veh: 46.8 28.5 28.5 39.4 32.0 32.0 50.3 35.7 35.8 35.5 31.3 31.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.8 28.5 28.5 39.4 32.0 32.0 50.3 35.7 35.8 35.5 31.3 31.3 LOS by Move: D C C D C C D D+ D+ D+ C C HCM2kAvgQ: 7 7 7 3 11 11 6 6 6 6 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #2: El Camino Real and Del Medio Avenue

Signal=Permit/Rights=Include
Final Vol: 186*** 0 59
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

121***

1 Cycle Time (sec): 100

0 121

0 Loss Time (sec): 12

1 788 2

Critical V/C: 0.467

2 1216***
1 Avg Crit Del (sec/veh): 19.8

0 0 0

Avg Delay (sec/veh): 19.9

1 63
LOS: B-

Lanes: 0 0 1! 0 0
Final Vol: 0 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 0 0 59 0 186 121 762 0 63 1165 121 Growth 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 Initial Bse: 0 0 0 59 0 186 121 762 0 63 1165 121 Added Vol: 0 0 0 0 0 0 0 26 0 0 51 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 59 0 186 121 788 0 63 1216 121 User 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 PHF 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 PHF Volume: 0 0 0 59 0 186 121 788 0 63 1216 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 59 0 186 121 788 0 63 1216 121 PCE 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 MLF 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 FinalVolume: 0 0 0 59 0 186 121 788 0 63 1216 121 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.95 0.92 0.98 0.92 0.92 0.99 0.95 Lanes: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 1.00 2.72 0.28 Final Sat.: 0 1750 0 1750 0 1800 1750 5600 0 1750 5093 507 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.10 0.07 0.14 0.00 0.04 0.24 0.24 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 22.1 0.0 22.1 14.8 44.0 0.0 21.9 51.1 51.1 Volume/Cap: 0.00 0.00 0.00 0.15 0.00 0.47 0.47 0.32 0.00 0.16 0.47 0.47 Uniform Del: 0.0 0.0 0.0 31.4 0.0 33.8 39.0 18.2 0.0 31.6 15.7 15.7 IncremntDel: 0.0 0.0 0.0 0.2 0.0 0.9 1.3 0.1 0.0 0.2 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 31.6 0.0 34.7 40.3 18.3 0.0 31.8 15.8 15.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 31.6 0.0 34.7 40.3 18.3 0.0 31.8 15.8 15.8 LOS by Move: A A A C A C- D B- A C B B HCM2kAvgQ: 0 0 0 2 0 6 4 5 0 2 9 9 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #2: El Camino Real and Del Medio Avenue

Signal=Permit/Rights=Include
Final Vol: 186*** 0 59
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

121***

1 Cycle Time (sec): 100

0 121

0 Loss Time (sec): 12

1 809 2

Critical V/C: 0.468

2 1220***
1 Avg Crit Del (sec/veh): 19.7

0 0 0

Avg Delay (sec/veh): 19.8

1 63
LOS: B-

Lanes: 0 0 1! 0 0
Final Vol: 0 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 0 0 59 0 186 121 762 0 63 1165 121 Growth 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 Initial Bse: 0 0 0 59 0 186 121 762 0 63 1165 121 Added Vol: 0 0 0 0 0 0 0 47 0 0 55 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 59 0 186 121 809 0 63 1220 121 User 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 PHF 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 PHF Volume: 0 0 0 59 0 186 121 809 0 63 1220 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 59 0 186 121 809 0 63 1220 121 PCE 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 MLF 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 FinalVolume: 0 0 0 59 0 186 121 809 0 63 1220 121 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.95 0.92 0.98 0.92 0.92 0.99 0.95 Lanes: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 1.00 2.72 0.28 Final Sat.: 0 1750 0 1750 0 1800 1750 5600 0 1750 5094 505 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.10 0.07 0.14 0.00 0.04 0.24 0.24 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 22.1 0.0 22.1 14.8 44.4 0.0 21.5 51.2 51.2 Volume/Cap: 0.00 0.00 0.00 0.15 0.00 0.47 0.47 0.33 0.00 0.17 0.47 0.47 Delay/Veh: 0.0 0.0 0.0 31.6 0.0 34.7 40.4 18.1 0.0 32.2 15.8 15.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 31.6 0.0 34.7 40.4 18.1 0.0 32.2 15.8 15.8 LOS by Move: A A A C A C- D B- A C- B B HCM2kAvgQ: 0 0 0 2 0 6 4 5 0 2 9 9 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #3: El Camino Real and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 195 703 274***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

249***

2 Cycle Time (sec): 100

0 226

0 Loss Time (sec): 12

1 604 2

Critical V/C: 0.656

2 984***
1 Avg Crit Del (sec/veh): 33.7

0 158 0

Avg Delay (sec/veh): 33.6

2 381
LOS: C-

Lanes: 2 0 1 1 0
Final Vol: 206 642*** 79
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 199 631 70 247 675 167 241 594 149 366 968 199 Growth 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 Initial Bse: 199 631 70 247 675 167 241 594 149 366 968 199 Added Vol: 7 11 9 27 28 28 8 10 9 15 16 27 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 206 642 79 274 703 195 249 604 158 381 984 226 User 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 PHF 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 PHF Volume: 206 642 79 274 703 195 249 604 158 381 984 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 642 79 274 703 195 249 604 158 381 984 226 PCE 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 MLF 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 FinalVolume: 206 642 79 274 703 195 249 604 158 381 984 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 1.77 0.23 2.00 2.00 1.00 2.00 2.36 0.64 2.00 2.42 0.58 Final Sat.: 3150 3294 405 3150 3800 1750 3150 4437 1161 3150 4553 1046 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.19 0.19 0.09 0.19 0.11 0.08 0.14 0.14 0.12 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 11.8 29.7 29.7 13.3 31.2 31.2 12.1 23.8 23.8 21.2 33.0 33.0 Volume/Cap: 0.55 0.66 0.66 0.66 0.59 0.36 0.66 0.57 0.57 0.57 0.66 0.66 Uniform Del: 41.6 30.7 30.7 41.2 29.1 26.6 42.0 33.6 33.6 35.3 28.7 28.7 IncremntDel: 1.8 1.4 1.4 3.8 0.8 0.4 4.1 0.6 0.6 1.2 0.9 0.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 43.4 32.1 32.1 45.0 29.9 27.0 46.1 34.2 34.2 36.5 29.5 29.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.4 32.1 32.1 45.0 29.9 27.0 46.1 34.2 34.2 36.5 29.5 29.5 LOS by Move: D C- C- D C C D C- C- D+ C C HCM2kAvgQ: 4 11 11 5 9 5 5 7 7 7 12 12 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #3: El Camino Real and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 199 704 274***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

270***

2 Cycle Time (sec): 100

0 240

0 Loss Time (sec): 12

1 604 2

Critical V/C: 0.668

2 984***
1 Avg Crit Del (sec/veh): 34.1

0 158 0

Avg Delay (sec/veh): 33.8

2 381
LOS: C-

Lanes: 2 0 1 1 0
Final Vol: 206 647*** 79
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 199 631 70 247 675 167 241 594 149 366 968 199 Growth 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 Initial Bse: 199 631 70 247 675 167 241 594 149 366 968 199 Added Vol: 7 16 9 27 29 32 29 10 9 15 16 41 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 206 647 79 274 704 199 270 604 158 381 984 240 User 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 PHF 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 PHF Volume: 206 647 79 274 704 199 270 604 158 381 984 240 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 647 79 274 704 199 270 604 158 381 984 240 PCE 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 MLF 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 FinalVolume: 206 647 79 274 704 199 270 604 158 381 984 240 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 1.78 0.22 2.00 2.00 1.00 2.00 2.36 0.64 2.00 2.39 0.61 Final Sat.: 3150 3297 403 3150 3800 1750 3150 4437 1161 3150 4501 1098 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.20 0.20 0.09 0.19 0.11 0.09 0.14 0.14 0.12 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 11.6 29.4 29.4 13.0 30.8 30.8 12.8 24.1 24.1 21.4 32.7 32.7 Volume/Cap: 0.56 0.67 0.67 0.67 0.60 0.37 0.67 0.56 0.56 0.56 0.67 0.67 Delay/Veh: 43.8 32.6 32.6 45.6 30.3 27.5 45.8 33.9 33.9 36.2 29.9 29.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.8 32.6 32.6 45.6 30.3 27.5 45.8 33.9 33.9 36.2 29.9 29.9 LOS by Move: D C- C- D C C D C- C- D+ C C HCM2kAvgQ: 4 11 11 5 9 5 5 7 7 7 12 12 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #4: El Camino Real and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 129*** 18 140
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

213***

1 Cycle Time (sec): 100

0 182

0 Loss Time (sec): 12

1 877 2

Critical V/C: 0.537

2 1289***
1 Avg Crit Del (sec/veh): 23.8

0 81 0

Avg Delay (sec/veh): 22.8

1 53
LOS: C+

Lanes: 0 1 0 0 1
Final Vol: 15*** 11 17
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 15 11 17 140 18 129 213 832 81 53 1231 182 Growth 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 Initial Bse: 15 11 17 140 18 129 213 832 81 53 1231 182 Added Vol: 0 0 0 0 0 0 0 45 0 0 58 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 11 17 140 18 129 213 877 81 53 1289 182 User 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 PHF 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 PHF Volume: 15 11 17 140 18 129 213 877 81 53 1289 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 11 17 140 18 129 213 877 81 53 1289 182 PCE 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 MLF 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 FinalVolume: 15 11 17 140 18 129 213 877 81 53 1289 182 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.93 0.95 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.58 0.42 1.00 1.78 0.22 1.00 1.00 2.74 0.26 1.00 2.62 0.38 Final Sat.: 1038 762 1750 3145 404 1750 1750 5126 473 1750 4906 693 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.04 0.04 0.07 0.12 0.17 0.17 0.03 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 7.0 11.8 11.8 8.2 13.0 13.0 21.5 48.2 48.2 19.7 46.4 46.4 Volume/Cap: 0.21 0.12 0.08 0.54 0.34 0.57 0.57 0.35 0.35 0.15 0.57 0.57 Uniform Del: 43.9 39.5 39.3 44.1 39.6 40.8 35.1 16.2 16.2 33.2 19.4 19.4 IncremntDel: 0.8 0.3 0.2 2.0 0.4 3.3 2.0 0.1 0.1 0.2 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 44.7 39.7 39.5 46.1 40.0 44.1 37.1 16.2 16.2 33.4 19.7 19.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.7 39.7 39.5 46.1 40.0 44.1 37.1 16.2 16.2 33.4 19.7 19.7 LOS by Move: D D D D D D D+ B B C- B- B- HCM2kAvgQ: 1 1 1 3 2 4 7 6 6 2 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #4: El Camino Real and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 129*** 18 141
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

213***

1 Cycle Time (sec): 100

0 182

0 Loss Time (sec): 12

1 877 2

Critical V/C: 0.540

2 1303***
1 Avg Crit Del (sec/veh): 23.8

0 81 0

Avg Delay (sec/veh): 22.8

1 53
LOS: C+

Lanes: 0 1 0 0 1
Final Vol: 15*** 11 17
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 15 11 17 140 18 129 213 832 81 53 1231 182 Growth 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 Initial Bse: 15 11 17 140 18 129 213 832 81 53 1231 182 Added Vol: 0 0 0 1 0 0 0 45 0 0 72 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 11 17 141 18 129 213 877 81 53 1303 182 User 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 PHF 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 PHF Volume: 15 11 17 141 18 129 213 877 81 53 1303 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 11 17 141 18 129 213 877 81 53 1303 182 PCE 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 MLF 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 FinalVolume: 15 11 17 141 18 129 213 877 81 53 1303 182 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.93 0.95 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.58 0.42 1.00 1.78 0.22 1.00 1.00 2.74 0.26 1.00 2.62 0.38 Final Sat.: 1038 762 1750 3148 402 1750 1750 5126 473 1750 4913 686 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.04 0.04 0.07 0.12 0.17 0.17 0.03 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 7.0 11.7 11.7 8.2 13.0 13.0 21.4 48.3 48.3 19.8 46.6 46.6 Volume/Cap: 0.21 0.12 0.08 0.54 0.35 0.57 0.57 0.35 0.35 0.15 0.57 0.57 Delay/Veh: 44.7 39.8 39.5 46.2 40.1 44.3 37.2 16.2 16.2 33.4 19.7 19.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.7 39.8 39.5 46.2 40.1 44.3 37.2 16.2 16.2 33.4 19.7 19.7 LOS by Move: D D D D D D D+ B B C- B- B- HCM2kAvgQ: 1 1 1 3 2 4 7 6 6 2 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #5: El Camino Real and Ortega Avenue

Signal=Permit/Rights=Include
Final Vol: 66 0 121***
Lanes: 0 0 1! 0 0

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

31***

1 Cycle Time (sec): 100

0 145

0 Loss Time (sec): 12

1 1003 2

Critical V/C: 0.473

2 1488***
1 Avg Crit Del (sec/veh): 14.8

0 4 0

Avg Delay (sec/veh): 15.6

1 26
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 2 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 2 0 0 121 0 66 31 951 4 26 1441 145 Growth 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 Initial Bse: 2 0 0 121 0 66 31 951 4 26 1441 145 Added Vol: 0 0 0 0 0 0 0 52 0 0 47 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 0 0 121 0 66 31 1003 4 26 1488 145 User 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 PHF 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 PHF Volume: 2 0 0 121 0 66 31 1003 4 26 1488 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 0 0 121 0 66 31 1003 4 26 1488 145 PCE 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 MLF 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 FinalVolume: 2 0 0 121 0 66 31 1003 4 26 1488 145 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 0.00 0.65 0.00 0.35 1.00 2.99 0.01 1.00 2.72 0.28 Final Sat.: 1750 0 0 1132 0 618 1750 5578 22 1750 5102 497 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.11 0.02 0.18 0.18 0.01 0.29 0.29 Crit Moves: **** **** **** Green Time: 21.7 0.0 0.0 21.7 0.0 21.7 7.0 47.7 47.7 18.6 59.3 59.3 Volume/Cap: 0.01 0.00 0.00 0.49 0.00 0.49 0.25 0.38 0.38 0.08 0.49 0.49 Uniform Del: 30.7 0.0 0.0 34.3 0.0 34.3 44.0 16.7 16.7 33.7 11.7 11.7 IncremntDel: 0.0 0.0 0.0 1.0 0.0 1.0 1.1 0.1 0.1 0.1 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 30.7 0.0 0.0 35.3 0.0 35.3 45.1 16.8 16.8 33.8 11.8 11.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.7 0.0 0.0 35.3 0.0 35.3 45.1 16.8 16.8 33.8 11.8 11.8 LOS by Move: C A A D+ A D+ D B B C- B+ B+ HCM2kAvgQ: 0 0 0 6 0 6 1 7 7 1 10 10 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #5: El Camino Real and Ortega Avenue

Signal=Permit/Rights=Include
Final Vol: 66 0 122***
Lanes: 0 0 1! 0 0

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

31***

1 Cycle Time (sec): 100

0 145

0 Loss Time (sec): 12

1 1004 2

Critical V/C: 0.476

2 1502***
1 Avg Crit Del (sec/veh): 14.8

0 4 0

Avg Delay (sec/veh): 15.6

1 26
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 2 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 2 0 0 121 0 66 31 951 4 26 1441 145 Growth 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 Initial Bse: 2 0 0 121 0 66 31 951 4 26 1441 145 Added Vol: 0 0 0 1 0 0 0 53 0 0 61 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 0 0 122 0 66 31 1004 4 26 1502 145 User 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 PHF 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 PHF Volume: 2 0 0 122 0 66 31 1004 4 26 1502 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 0 0 122 0 66 31 1004 4 26 1502 145 PCE 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 MLF 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 FinalVolume: 2 0 0 122 0 66 31 1004 4 26 1502 145 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 0.00 0.65 0.00 0.35 1.00 2.99 0.01 1.00 2.73 0.27 Final Sat.: 1750 0 0 1136 0 614 1750 5578 22 1750 5106 493 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.11 0.02 0.18 0.18 0.01 0.29 0.29 Crit Moves: **** **** **** Green Time: 21.7 0.0 0.0 21.7 0.0 21.7 7.0 47.8 47.8 18.6 59.3 59.3 Volume/Cap: 0.01 0.00 0.00 0.50 0.00 0.50 0.25 0.38 0.38 0.08 0.50 0.50 Delay/Veh: 30.7 0.0 0.0 35.4 0.0 35.4 45.1 16.7 16.7 33.8 11.8 11.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.7 0.0 0.0 35.4 0.0 35.4 45.1 16.7 16.7 33.8 11.8 11.8 LOS by Move: C A A D+ A D+ D B B C- B+ B+ HCM2kAvgQ: 0 0 0 6 0 6 1 7 7 1 10 10 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #6: El Camino Real and Rengstorff Avenue

Signal=Permit/Rights=Include
Final Vol: 191*** 2 364
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

67***

2 Cycle Time (sec): 100

0 258

0 Loss Time (sec): 12

1 1099 2

Critical V/C: 0.524

2 1593***
1 Avg Crit Del (sec/veh): 15.0

0 0 0

Avg Delay (sec/veh): 17.8

1 52
LOS: B

Lanes: 0 1 0 1 0
Final Vol: 21 10 8
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 0 0 359 2 182 55 1064 0 52 1575 256 Growth 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 Initial Bse: 0 0 0 359 2 182 55 1064 0 52 1575 256 Added Vol: 21 10 8 5 0 9 12 35 0 0 18 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 10 8 364 2 191 67 1099 0 52 1593 258 User 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 PHF 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 PHF Volume: 21 10 8 364 2 191 67 1099 0 52 1593 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 10 8 364 2 191 67 1099 0 52 1593 258 PCE 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 MLF 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 FinalVolume: 21 10 8 364 2 191 67 1099 0 52 1593 258 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.93 0.95 0.92 0.83 0.98 0.92 0.92 0.99 0.95 Lanes: 1.00 0.56 0.44 1.99 0.01 1.00 2.00 3.00 0.00 1.00 2.57 0.43 Final Sat.: 1800 1000 800 3531 19 1750 3150 5600 0 1750 4818 780 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.10 0.10 0.11 0.02 0.20 0.00 0.03 0.33 0.33 Crit Moves: **** **** **** Green Time: 20.1 20.1 20.1 20.1 20.1 20.1 7.0 50.0 0.0 17.9 60.9 60.9 Volume/Cap: 0.06 0.05 0.05 0.51 0.51 0.54 0.30 0.39 0.00 0.17 0.54 0.54 Uniform Del: 32.3 32.2 32.2 35.6 35.6 35.8 44.2 15.5 0.0 34.8 11.4 11.4 IncremntDel: 0.0 0.0 0.0 0.6 0.6 1.7 0.8 0.1 0.0 0.3 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Delay/Veh: 32.3 32.3 32.3 36.2 36.2 37.6 45.0 15.6 0.0 35.0 11.6 11.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.3 32.3 32.3 36.2 36.2 37.6 45.0 15.6 0.0 35.0 11.6 11.6 LOS by Move: C- C- C- D+ D+ D+ D B A D+ B+ B+ HCM2kAvgQ: 1 0 0 5 5 6 1 7 0 2 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #6: El Camino Real and Rengstorff Avenue

Signal=Permit/Rights=Include
Final Vol: 191*** 2 366
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

67***

2 Cycle Time (sec): 100

0 258

0 Loss Time (sec): 12

1 1100 2

Critical V/C: 0.527

2 1607***
1 Avg Crit Del (sec/veh): 15.0

0 0 0

Avg Delay (sec/veh): 17.8

1 52
LOS: B

Lanes: 0 1 0 1 0
Final Vol: 21 10 8
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 0 0 359 2 182 55 1064 0 52 1575 256 Growth 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 Initial Bse: 0 0 0 359 2 182 55 1064 0 52 1575 256 Added Vol: 21 10 8 7 0 9 12 36 0 0 32 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 10 8 366 2 191 67 1100 0 52 1607 258 User 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 PHF 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 PHF Volume: 21 10 8 366 2 191 67 1100 0 52 1607 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 10 8 366 2 191 67 1100 0 52 1607 258 PCE 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 MLF 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 FinalVolume: 21 10 8 366 2 191 67 1100 0 52 1607 258 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.93 0.95 0.92 0.83 0.98 0.92 0.92 0.99 0.95 Lanes: 1.00 0.56 0.44 1.99 0.01 1.00 2.00 3.00 0.00 1.00 2.57 0.43 Final Sat.: 1800 1000 800 3531 19 1750 3150 5600 0 1750 4824 775 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.10 0.10 0.11 0.02 0.20 0.00 0.03 0.33 0.33 Crit Moves: **** **** **** Green Time: 20.0 20.0 20.0 20.0 20.0 20.0 7.0 50.1 0.0 17.9 61.0 61.0 Volume/Cap: 0.06 0.05 0.05 0.52 0.52 0.55 0.30 0.39 0.00 0.17 0.55 0.55 Delay/Veh: 32.4 32.4 32.4 36.4 36.4 37.7 45.0 15.6 0.0 35.0 11.6 11.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 32.4 32.4 36.4 36.4 37.7 45.0 15.6 0.0 35.0 11.6 11.6 LOS by Move: C- C- C- D+ D+ D+ D B A D+ B+ B+ HCM2kAvgQ: 1 0 0 5 5 6 1 7 0 2 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #7: Fayette Drive and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 33 1212*** 103
Lanes: 0 1 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

39 1

Cycle Time (sec): 100

1 52

0 Loss Time (sec): 12

0 26*** 0

Critical V/C: 0.332

0 6
1 Avg Crit Del (sec/veh): 12.5

1 43 0

Avg Delay (sec/veh): 15.6

1 42***
LOS: B

Lanes: 1 0 2 1 0
Final Vol: 31*** 860 31
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 29 817 31 103 1135 31 33 26 37 42 6 52 Growth 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 Initial Bse: 29 817 31 103 1135 31 33 26 37 42 6 52 Added Vol: 2 43 0 0 77 2 6 0 6 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 31 860 31 103 1212 33 39 26 43 42 6 52 User 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 PHF 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 PHF Volume: 31 860 31 103 1212 33 39 26 43 42 6 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 860 31 103 1212 33 39 26 43 42 6 52 PCE 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 MLF 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 FinalVolume: 31 860 31 103 1212 33 39 26 43 42 6 52 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.89 0.11 2.00 2.92 0.08 1.00 0.38 0.62 1.75 0.25 1.00 Final Sat.: 1750 5405 195 3150 5451 148 1750 678 1122 3106 444 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.16 0.16 0.03 0.22 0.22 0.02 0.04 0.04 0.01 0.01 0.03 Crit Moves: **** **** **** **** Green Time: 7.0 48.7 48.7 21.4 63.1 63.1 7.4 10.9 10.9 7.0 10.5 10.5 Volume/Cap: 0.25 0.33 0.33 0.15 0.35 0.35 0.30 0.35 0.35 0.19 0.13 0.28 Uniform Del: 44.0 15.7 15.7 31.9 8.7 8.7 43.9 41.3 41.3 43.8 40.6 41.3 IncremntDel: 1.1 0.1 0.1 0.1 0.1 0.1 1.3 1.1 1.1 0.4 0.2 0.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 45.1 15.7 15.7 32.0 8.8 8.8 45.2 42.4 42.4 44.2 40.7 42.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.1 15.7 15.7 32.0 8.8 8.8 45.2 42.4 42.4 44.2 40.7 42.1 LOS by Move: D B B C- A A D D D D D D HCM2kAvgQ: 1 5 5 1 6 6 2 2 2 1 1 2 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #7: Fayette Drive and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 33 1217*** 106
Lanes: 0 1 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

39 1

Cycle Time (sec): 100

1 52

0 Loss Time (sec): 12

0 26*** 0

Critical V/C: 0.333

0 6
1 Avg Crit Del (sec/veh): 12.5

1 43 0

Avg Delay (sec/veh): 15.5

1 42***
LOS: B

Lanes: 1 0 2 1 0
Final Vol: 31*** 901 31
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 29 817 31 103 1135 31 33 26 37 42 6 52 Growth 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 Initial Bse: 29 817 31 103 1135 31 33 26 37 42 6 52 Added Vol: 2 84 0 3 82 2 6 0 6 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 31 901 31 106 1217 33 39 26 43 42 6 52 User 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 PHF 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 PHF Volume: 31 901 31 106 1217 33 39 26 43 42 6 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 901 31 106 1217 33 39 26 43 42 6 52 PCE 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 MLF 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 FinalVolume: 31 901 31 106 1217 33 39 26 43 42 6 52 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.90 0.10 2.00 2.92 0.08 1.00 0.38 0.62 1.75 0.25 1.00 Final Sat.: 1750 5413 186 3150 5452 148 1750 678 1122 3106 444 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.17 0.17 0.03 0.22 0.22 0.02 0.04 0.04 0.01 0.01 0.03 Crit Moves: **** **** **** **** Green Time: 7.0 49.4 49.4 20.8 63.2 63.2 7.3 10.8 10.8 7.0 10.5 10.5 Volume/Cap: 0.25 0.34 0.34 0.16 0.35 0.35 0.30 0.35 0.35 0.19 0.13 0.28 Delay/Veh: 45.1 15.4 15.4 32.6 8.8 8.8 45.2 42.4 42.4 44.2 40.8 42.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.1 15.4 15.4 32.6 8.8 8.8 45.2 42.4 42.4 44.2 40.8 42.1 LOS by Move: D B B C- A A D D D D D D HCM2kAvgQ: 1 6 6 2 6 6 2 2 2 1 1 2 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background AM
Intersection #8: Miller Avenue and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 46 1328 0
Lanes: 0 1 2 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.051

0 0
0 Avg Crit Del (sec/veh): 0.1

0 28 1

Avg Delay (sec/veh): 0.1

0 0
LOS: B

Lanes: 0 0 4 0 0
Final Vol: 0 991 0
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 942 0 0 1249 46 0 0 28 0 0 0 Growth 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 Initial Bse: 0 942 0 0 1249 46 0 0 28 0 0 0 Added Vol: 0 49 0 0 79 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 991 0 0 1328 46 0 0 28 0 0 0 User 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 PHF 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 PHF Volume: 0 991 0 0 1328 46 0 0 28 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 991 0 0 1328 46 0 0 28 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 466 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 549 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 549 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.05 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.9 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.9 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PP AM
Intersection #8: Miller Avenue and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 46 1336 0
Lanes: 0 1 2 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.051

0 0
0 Avg Crit Del (sec/veh): 0.1

0 28 1

Avg Delay (sec/veh): 0.1

0 0
LOS: B

Lanes: 0 0 4 0 0
Final Vol: 0 1035 0
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 942 0 0 1249 46 0 0 28 0 0 0 Growth 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 Initial Bse: 0 942 0 0 1249 46 0 0 28 0 0 0 Added Vol: 0 93 0 0 87 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1035 0 0 1336 46 0 0 28 0 0 0 User 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 PHF 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 PHF Volume: 0 1035 0 0 1336 46 0 0 28 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1035 0 0 1336 46 0 0 28 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 468 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 547 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 547 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.05 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.9 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.9 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #9: Nita Avenue and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 0 1592 230***
Lanes: 0 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 70***

0 Loss Time (sec): 3

0 0 0

Critical V/C: 0.577

0 0
0 Avg Crit Del (sec/veh): 15.3

0 0 0

Avg Delay (sec/veh): 8.8

0 0
LOS: A

Lanes: 0 0 2 0 1
Final Vol: 0 1475*** 35
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 0 0 0 0 0 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1413 35 230 1558 0 0 0 0 0 0 70 Growth 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 Initial Bse: 0 1413 35 230 1558 0 0 0 0 0 0 70 Added Vol: 0 62 0 0 34 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1475 35 230 1592 0 0 0 0 0 0 70 User 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 PHF 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 PHF Volume: 0 1475 35 230 1592 0 0 0 0 0 0 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1475 35 230 1592 0 0 0 0 0 0 70 PCE 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 MLF 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 FinalVolume: 0 1475 35 230 1592 0 0 0 0 0 0 70 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3800 1750 1750 3800 0 0 0 0 0 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.39 0.02 0.13 0.42 0.00 0.00 0.00 0.00 0.00 0.00 0.04 Crit Moves: **** **** **** Green Time: 0.0 65.0 65.0 22.0 87.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.60 0.03 0.60 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.40 Uniform Del: 0.0 10.0 6.3 35.0 1.5 0.0 0.0 0.0 0.0 0.0 0.0 42.2 IncremntDel: 0.0 0.4 0.0 2.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Delay/Veh: 0.0 10.4 6.3 37.6 1.6 0.0 0.0 0.0 0.0 0.0 0.0 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 10.4 6.3 37.6 1.6 0.0 0.0 0.0 0.0 0.0 0.0 43.7 LOS by Move: A B+ A D+ A A A A A A A D HCM2kAvgQ: 0 13 0 7 5 0 0 0 0 0 0 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #9: Nita Avenue and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 0 1622 230***
Lanes: 0 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 70***

0 Loss Time (sec): 3

0 0 0

Critical V/C: 0.578

0 0
0 Avg Crit Del (sec/veh): 15.2

0 0 0

Avg Delay (sec/veh): 8.7

0 0
LOS: A

Lanes: 0 0 2 0 1
Final Vol: 0 1480*** 35
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 0 0 0 0 0 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1413 35 230 1558 0 0 0 0 0 0 70 Growth 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 Initial Bse: 0 1413 35 230 1558 0 0 0 0 0 0 70 Added Vol: 0 67 0 0 64 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1480 35 230 1622 0 0 0 0 0 0 70 User 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 PHF 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 PHF Volume: 0 1480 35 230 1622 0 0 0 0 0 0 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1480 35 230 1622 0 0 0 0 0 0 70 PCE 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 MLF 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 FinalVolume: 0 1480 35 230 1622 0 0 0 0 0 0 70 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3800 1750 1750 3800 0 0 0 0 0 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.39 0.02 0.13 0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.04 Crit Moves: **** **** **** Green Time: 0.0 65.0 65.0 22.0 87.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.60 0.03 0.60 0.49 0.00 0.00 0.00 0.00 0.00 0.00 0.40 Delay/Veh: 0.0 10.4 6.2 37.7 1.6 0.0 0.0 0.0 0.0 0.0 0.0 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 10.4 6.2 37.7 1.6 0.0 0.0 0.0 0.0 0.0 0.0 43.7 LOS by Move: A B+ A D+ A A A A A A A D HCM2kAvgQ: 0 13 0 7 6 0 0 0 0 0 0 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 16:38:37 2021 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #10: California Street and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 145 1220*** 344
Lanes: 1 0 2 0 2

Signal=Split

Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

289***

1 Cycle Time (sec): 100

1 377***

0 Loss Time (sec): 12

0 68 1

Critical V/C: 0.830

1 61
0 Avg Crit Del (sec/veh): 42.5

0 26 1

Avg Delay (sec/veh): 38.0

1 102
LOS: D+

Lanes: 1 0 3 0 1
Final Vol: 50*** 950 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 50 902 68 340 1141 145 289 68 26 101 61 377 Growth 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 Initial Bse: 50 902 68 340 1141 145 289 68 26 101 61 377 Added Vol: 0 48 2 4 79 0 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 950 70 344 1220 145 289 68 26 102 61 377 User 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 PHF 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 PHF Volume: 50 950 70 344 1220 145 289 68 26 102 61 377 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 950 70 344 1220 145 289 68 26 102 61 377 PCE 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 MLF 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 FinalVolume: 50 950 70 344 1220 145 289 68 26 102 61 377 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 3800 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.04 0.11 0.32 0.08 0.17 0.04 0.01 0.06 0.03 0.22 Crit Moves: **** **** **** **** Green Time: 7.0 26.6 26.6 17.4 37.1 37.1 19.1 19.1 19.1 24.9 24.9 24.9 Volume/Cap: 0.41 0.63 0.15 0.63 0.87 0.22 0.87 0.19 0.08 0.23 0.13 0.87 Uniform Del: 44.5 32.3 28.0 38.3 29.2 21.6 39.2 34.0 33.2 30.0 29.2 36.0 IncremntDel: 2.2 0.8 0.2 2.3 5.9 0.2 20.5 0.3 0.1 0.3 0.1 16.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 46.7 33.1 28.2 40.5 35.1 21.8 59.7 34.2 33.3 30.2 29.3 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.7 33.1 28.2 40.5 35.1 21.8 59.7 34.2 33.3 30.2 29.3 52.5 LOS by Move: D C- C D D+ C+ E+ C- C- C C D- HCM2kAvgQ: 2 9 2 6 18 3 12 2 1 3 1 13 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 16:38:37 2021 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #10: California Street and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 145 1220*** 417
Lanes: 1 0 2 0 2

Signal=Split

Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

289***

1 Cycle Time (sec): 100

1 377***

0 Loss Time (sec): 12

0 68 1

Critical V/C: 0.833

1 61
0 Avg Crit Del (sec/veh): 42.5

0 26 1

Avg Delay (sec/veh): 38.7

1 104
LOS: D+

Lanes: 1 0 3 0 1
Final Vol: 55*** 961 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 50 902 68 340 1141 145 289 68 26 101 61 377 Growth 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 Initial Bse: 50 902 68 340 1141 145 289 68 26 101 61 377 Added Vol: 5 59 2 77 79 0 0 0 0 3 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 55 961 70 417 1220 145 289 68 26 104 61 377 User 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 PHF 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 PHF Volume: 55 961 70 417 1220 145 289 68 26 104 61 377 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 961 70 417 1220 145 289 68 26 104 61 377 PCE 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 MLF 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 FinalVolume: 55 961 70 417 1220 145 289 68 26 104 61 377 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 3800 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.04 0.13 0.32 0.08 0.17 0.04 0.01 0.06 0.03 0.22 Crit Moves: **** **** **** **** Green Time: 7.0 24.7 24.7 19.4 37.1 37.1 19.1 19.1 19.1 24.9 24.9 24.9 Volume/Cap: 0.45 0.68 0.16 0.68 0.87 0.22 0.87 0.19 0.08 0.24 0.13 0.87 Delay/Veh: 47.3 35.5 29.7 40.6 35.1 21.8 59.7 34.2 33.3 30.3 29.3 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.3 35.5 29.7 40.6 35.1 21.8 59.7 34.2 33.3 30.3 29.3 52.5 LOS by Move: D D+ C D D+ C+ E+ C- C- C C D- HCM2kAvgQ: 2 9 2 7 18 3 12 2 1 3 1 13 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #11: California Street and Pacchetti Way

Signal=Protect/Rights=Include
Final Vol: 90 9*** 13
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

39 1

Cycle Time (sec): 100

0 6

0 Loss Time (sec): 12

1 250*** 1

Critical V/C: 0.270

1 371
0 Avg Crit Del (sec/veh): 25.4

0 127 1

Avg Delay (sec/veh): 25.0

1 13***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 77*** 9 11
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 77 9 11 13 9 90 39 245 127 13 370 6 Growth 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 Initial Bse: 77 9 11 13 9 90 39 245 127 13 370 6 Added Vol: 0 0 0 0 0 0 0 5 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 77 9 11 13 9 90 39 250 127 13 371 6 User 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 PHF 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 PHF Volume: 77 9 11 13 9 90 39 250 127 13 371 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 9 11 13 9 90 39 250 127 13 371 6 PCE 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 MLF 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 FinalVolume: 77 9 11 13 9 90 39 250 127 13 371 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 1.00 0.45 0.55 1.00 0.09 0.91 1.00 1.00 1.00 1.00 1.97 0.03 Final Sat.: 1750 810 990 1750 164 1636 1750 1900 1750 1750 3641 59 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.01 0.01 0.01 0.06 0.06 0.02 0.13 0.07 0.01 0.10 0.10 Crit Moves: **** **** **** **** Green Time: 15.5 20.5 20.5 14.3 19.3 19.3 21.7 46.2 46.2 7.0 31.5 31.5 Volume/Cap: 0.28 0.05 0.05 0.05 0.28 0.28 0.10 0.28 0.16 0.11 0.32 0.32 Uniform Del: 37.4 32.0 32.0 37.0 34.4 34.4 31.4 16.7 15.6 43.6 26.1 26.1 IncremntDel: 0.6 0.1 0.1 0.1 0.5 0.5 0.1 0.2 0.1 0.4 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 38.0 32.1 32.1 37.1 34.9 34.9 31.5 16.8 15.7 44.0 26.2 26.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.0 32.1 32.1 37.1 34.9 34.9 31.5 16.8 15.7 44.0 26.2 26.2 LOS by Move: D+ C- C- D+ C- C- C B B D C C HCM2kAvgQ: 2 1 1 0 3 3 1 5 2 0 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #11: California Street and Pacchetti Way

Signal=Protect/Rights=Include
Final Vol: 90 9*** 13
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

39 1

Cycle Time (sec): 100

0 6

0 Loss Time (sec): 12

1 254*** 1

Critical V/C: 0.273

1 373
0 Avg Crit Del (sec/veh): 25.3

0 127 1

Avg Delay (sec/veh): 24.9

1 13***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 77*** 9 11
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 77 9 11 13 9 90 39 245 127 13 370 6 Growth 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 Initial Bse: 77 9 11 13 9 90 39 245 127 13 370 6 Added Vol: 0 0 0 0 0 0 0 9 0 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 77 9 11 13 9 90 39 254 127 13 373 6 User 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 PHF 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 PHF Volume: 77 9 11 13 9 90 39 254 127 13 373 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 9 11 13 9 90 39 254 127 13 373 6 PCE 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 MLF 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 FinalVolume: 77 9 11 13 9 90 39 254 127 13 373 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 1.00 0.45 0.55 1.00 0.09 0.91 1.00 1.00 1.00 1.00 1.97 0.03 Final Sat.: 1750 810 990 1750 164 1636 1750 1900 1750 1750 3641 59 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.01 0.01 0.01 0.06 0.06 0.02 0.13 0.07 0.01 0.10 0.10 Crit Moves: **** **** **** **** Green Time: 15.3 20.3 20.3 14.2 19.1 19.1 21.7 46.5 46.5 7.0 31.8 31.8 Volume/Cap: 0.29 0.05 0.05 0.05 0.29 0.29 0.10 0.29 0.16 0.11 0.32 0.32 Delay/Veh: 38.1 32.2 32.2 37.2 35.1 35.1 31.4 16.7 15.5 44.0 26.1 26.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.1 32.2 32.2 37.2 35.1 35.1 31.4 16.7 15.5 44.0 26.1 26.1 LOS by Move: D+ C- C- D+ D+ D+ C B B D C C HCM2kAvgQ: 2 1 1 0 3 3 1 5 2 0 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #12: California Street and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 59 90*** 28
Lanes: 1 0 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

17 1

Cycle Time (sec): 100

0 28

0 Loss Time (sec): 12

1 204*** 1

Critical V/C: 0.306

1 294
1 Avg Crit Del (sec/veh): 32.2

0 64 0

Avg Delay (sec/veh): 31.1

1 151***
LOS: C

Lanes: 1 0 1 0 1
Final Vol: 110*** 53 75
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 110 53 75 28 90 59 17 199 64 151 293 28 Growth 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 Initial Bse: 110 53 75 28 90 59 17 199 64 151 293 28 Added Vol: 0 0 0 0 0 0 0 5 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 53 75 28 90 59 17 204 64 151 294 28 User 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 PHF 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 PHF Volume: 110 53 75 28 90 59 17 204 64 151 294 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 53 75 28 90 59 17 204 64 151 294 28 PCE 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 MLF 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 FinalVolume: 110 53 75 28 90 59 17 204 64 151 294 28 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.51 0.49 1.00 1.82 0.18 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 2816 883 1750 3378 322 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.03 0.04 0.02 0.05 0.03 0.01 0.07 0.07 0.09 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 20.6 21.2 21.2 14.8 15.5 15.5 21.4 23.7 23.7 28.2 30.6 30.6 Volume/Cap: 0.31 0.13 0.20 0.11 0.31 0.22 0.05 0.31 0.31 0.31 0.28 0.28 Uniform Del: 33.7 31.9 32.4 36.8 37.5 36.9 31.2 31.4 31.4 28.2 26.4 26.4 IncremntDel: 0.5 0.1 0.3 0.2 0.6 0.4 0.1 0.2 0.2 0.4 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 34.1 32.1 32.7 37.0 38.1 37.4 31.3 31.6 31.6 28.5 26.6 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.1 32.1 32.7 37.0 38.1 37.4 31.3 31.6 31.6 28.5 26.6 26.6 LOS by Move: C- C- C- D+ D+ D+ C C C C C C HCM2kAvgQ: 3 1 2 1 3 2 0 3 3 4 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #12: California Street and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 59 90*** 28
Lanes: 1 0 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

17 1

Cycle Time (sec): 100

0 28

0 Loss Time (sec): 12

1 208*** 1

Critical V/C: 0.307

1 296
1 Avg Crit Del (sec/veh): 32.2

0 65 0

Avg Delay (sec/veh): 31.0

1 151***
LOS: C

Lanes: 1 0 1 0 1
Final Vol: 110*** 53 75
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 110 53 75 28 90 59 17 199 64 151 293 28 Growth 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 Initial Bse: 110 53 75 28 90 59 17 199 64 151 293 28 Added Vol: 0 0 0 0 0 0 0 9 1 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 53 75 28 90 59 17 208 65 151 296 28 User 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 PHF 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 PHF Volume: 110 53 75 28 90 59 17 208 65 151 296 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 53 75 28 90 59 17 208 65 151 296 28 PCE 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 MLF 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 FinalVolume: 110 53 75 28 90 59 17 208 65 151 296 28 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.51 0.49 1.00 1.82 0.18 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 2818 881 1750 3380 320 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.03 0.04 0.02 0.05 0.03 0.01 0.07 0.07 0.09 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 20.5 21.1 21.1 14.8 15.4 15.4 21.5 24.0 24.0 28.1 30.7 30.7 Volume/Cap: 0.31 0.13 0.20 0.11 0.31 0.22 0.05 0.31 0.31 0.31 0.29 0.29 Delay/Veh: 34.2 32.2 32.8 37.1 38.1 37.4 31.2 31.4 31.4 28.7 26.5 26.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.2 32.2 32.8 37.1 38.1 37.4 31.2 31.4 31.4 28.7 26.5 26.5 LOS by Move: C- C- C- D+ D+ D+ C C C C C C HCM2kAvgQ: 3 1 2 1 3 2 0 3 3 4 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-25
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #13: California Street and Ortega Avenue

Signal=Protect/Rights=Include
Final Vol: 26 61 68***
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

7***

1 Cycle Time (sec): 100

1 48

0 Loss Time (sec): 12

0 275 1

Critical V/C: 0.244

2 413***
1 Avg Crit Del (sec/veh): 23.8

0 53 0

Avg Delay (sec/veh): 26.1

1 22
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 57 64*** 50
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 57 64 50 68 61 26 7 270 53 22 412 48 Growth 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 Initial Bse: 57 64 50 68 61 26 7 270 53 22 412 48 Added Vol: 0 0 0 0 0 0 0 5 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 64 50 68 61 26 7 275 53 22 413 48 User 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 PHF 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 PHF Volume: 57 64 50 68 61 26 7 275 53 22 413 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 64 50 68 61 26 7 275 53 22 413 48 PCE 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 MLF 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 FinalVolume: 57 64 50 68 61 26 7 275 53 22 413 48 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.56 0.44 1.00 0.70 0.30 1.00 1.67 0.33 1.00 2.00 1.00 Final Sat.: 1750 1011 789 1750 1262 538 1750 3102 598 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.06 0.04 0.05 0.05 0.00 0.09 0.09 0.01 0.11 0.03 Crit Moves: **** **** **** **** Green Time: 16.2 24.3 24.3 14.9 23.1 23.1 7.0 28.7 28.7 20.1 41.7 41.7 Volume/Cap: 0.20 0.26 0.26 0.26 0.21 0.21 0.06 0.31 0.31 0.06 0.26 0.07 Uniform Del: 36.3 30.6 30.6 37.7 31.1 31.1 43.4 27.9 27.9 32.3 19.0 17.4 IncremntDel: 0.4 0.3 0.3 0.5 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 36.7 30.9 30.9 38.2 31.3 31.3 43.6 28.1 28.1 32.4 19.1 17.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.7 30.9 30.9 38.2 31.3 31.3 43.6 28.1 28.1 32.4 19.1 17.5 LOS by Move: D+ C C D+ C C D C C C- B- B HCM2kAvgQ: 2 3 3 2 2 2 0 4 4 1 4 1 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-26
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #13: California Street and Ortega Avenue

Signal=Protect/Rights=Include
Final Vol: 26 61 68***
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

7***

1 Cycle Time (sec): 100

1 48

0 Loss Time (sec): 12

0 278 1

Critical V/C: 0.245

2 415***
1 Avg Crit Del (sec/veh): 23.8

0 54 0

Avg Delay (sec/veh): 26.1

1 22
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 57 64*** 50
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 57 64 50 68 61 26 7 270 53 22 412 48 Growth 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 Initial Bse: 57 64 50 68 61 26 7 270 53 22 412 48 Added Vol: 0 0 0 0 0 0 0 8 1 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 64 50 68 61 26 7 278 54 22 415 48 User 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 PHF 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 PHF Volume: 57 64 50 68 61 26 7 278 54 22 415 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 64 50 68 61 26 7 278 54 22 415 48 PCE 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 MLF 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 FinalVolume: 57 64 50 68 61 26 7 278 54 22 415 48 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.56 0.44 1.00 0.70 0.30 1.00 1.67 0.33 1.00 2.00 1.00 Final Sat.: 1750 1011 789 1750 1262 538 1750 3098 602 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.06 0.04 0.05 0.05 0.00 0.09 0.09 0.01 0.11 0.03 Crit Moves: **** **** **** **** Green Time: 16.1 24.3 24.3 14.9 23.0 23.0 7.0 28.7 28.7 20.1 41.8 41.8 Volume/Cap: 0.20 0.26 0.26 0.26 0.21 0.21 0.06 0.31 0.31 0.06 0.26 0.07 Delay/Veh: 36.7 30.9 30.9 38.2 31.4 31.4 43.6 28.1 28.1 32.4 19.1 17.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.7 30.9 30.9 38.2 31.4 31.4 43.6 28.1 28.1 32.4 19.1 17.4 LOS by Move: D+ C C D+ C C D C C C- B- B HCM2kAvgQ: 2 3 3 2 2 2 0 4 4 1 4 1 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 18:27:15 2021 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #14: California Street and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 198 396*** 173
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

155***

1 Cycle Time (sec): 100

0 204

0 Loss Time (sec): 12

1 250 1

Critical V/C: 0.458

1 272***
1 Avg Crit Del (sec/veh): 29.7

0 74 0

Avg Delay (sec/veh): 31.2

1 39
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 44*** 395 33
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 44 372 33 173 385 197 153 250 70 39 272 204 Growth 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 Initial Bse: 44 372 33 173 385 197 153 250 70 39 272 204 Added Vol: 0 23 0 0 11 1 2 0 4 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 395 33 173 396 198 155 250 74 39 272 204 User 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 PHF 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 PHF Volume: 44 395 33 173 396 198 155 250 74 39 272 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 395 33 173 396 198 155 250 74 39 272 204 PCE 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 MLF 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 FinalVolume: 44 395 33 173 396 198 155 250 74 39 272 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 1.84 0.16 1.00 1.32 0.68 1.00 1.53 0.47 1.00 1.12 0.88 Final Sat.: 1750 3415 285 1750 2466 1233 1750 2854 845 1750 2113 1585 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.12 0.12 0.10 0.16 0.16 0.09 0.09 0.09 0.02 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 7.0 22.3 22.3 19.1 34.4 34.4 19.0 27.4 27.4 19.2 27.6 27.6 Volume/Cap: 0.36 0.52 0.52 0.52 0.47 0.47 0.47 0.32 0.32 0.12 0.47 0.47 Uniform Del: 44.4 34.1 34.1 36.3 25.6 25.6 36.0 28.9 28.9 33.4 30.1 30.1 IncremntDel: 1.8 0.6 0.6 1.4 0.3 0.3 1.0 0.2 0.2 0.2 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 46.2 34.7 34.7 37.8 25.9 25.9 37.0 29.1 29.1 33.6 30.4 30.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 34.7 34.7 37.8 25.9 25.9 37.0 29.1 29.1 33.6 30.4 30.4 LOS by Move: D C- C- D+ C C D+ C C C- C C HCM2kAvgQ: 1 6 6 5 7 7 4 4 4 1 6 6 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 18:27:15 2021 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #14: California Street and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 200 396*** 173
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

157***

1 Cycle Time (sec): 100

0 204

0 Loss Time (sec): 12

1 250 1

Critical V/C: 0.460

1 272***
1 Avg Crit Del (sec/veh): 29.7

0 75 0

Avg Delay (sec/veh): 31.3

1 39
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 44*** 395 33
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 44 372 33 173 385 197 153 250 70 39 272 204 Growth 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 Initial Bse: 44 372 33 173 385 197 153 250 70 39 272 204 Added Vol: 0 23 0 0 11 3 4 0 5 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 395 33 173 396 200 157 250 75 39 272 204 User 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 PHF 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 PHF Volume: 44 395 33 173 396 200 157 250 75 39 272 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 395 33 173 396 200 157 250 75 39 272 204 PCE 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 MLF 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 FinalVolume: 44 395 33 173 396 200 157 250 75 39 272 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 1.84 0.16 1.00 1.31 0.69 1.00 1.53 0.47 1.00 1.12 0.88 Final Sat.: 1750 3415 285 1750 2457 1241 1750 2846 854 1750 2113 1585 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.12 0.12 0.10 0.16 0.16 0.09 0.09 0.09 0.02 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 7.0 22.3 22.3 19.1 34.4 34.4 19.1 27.4 27.4 19.2 27.5 27.5 Volume/Cap: 0.36 0.52 0.52 0.52 0.47 0.47 0.47 0.32 0.32 0.12 0.47 0.47 Delay/Veh: 46.2 34.7 34.7 37.8 25.9 25.9 36.9 29.1 29.1 33.5 30.5 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 34.7 34.7 37.8 25.9 25.9 36.9 29.1 29.1 33.5 30.5 30.5 LOS by Move: D C- C- D+ C C D+ C C C- C C HCM2kAvgQ: 1 6 6 5 7 7 5 4 4 1 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #15: Central Expressway and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 84 435 68***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

80***

1 Cycle Time (sec): 100

1 177

0 Loss Time (sec): 12

0 490 2

Critical V/C: 0.683

2 1270***
0 Avg Crit Del (sec/veh): 28.4

0 112 1

Avg Delay (sec/veh): 30.4

1 275
LOS: C

Lanes: 2 0 1 1 0
Final Vol: 180 561*** 113
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 180 550 99 63 429 79 64 456 112 270 1264 175 Growth 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 Initial Bse: 180 550 99 63 429 79 64 456 112 270 1264 175 Added Vol: 0 11 14 5 6 5 16 34 0 5 6 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 561 113 68 435 84 80 490 112 275 1270 177 User 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 PHF 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 PHF Volume: 180 561 113 68 435 84 80 490 112 275 1270 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 561 113 68 435 84 80 490 112 275 1270 177 PCE 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 MLF 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 FinalVolume: 180 561 113 68 435 84 80 490 112 275 1270 177 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.66 0.34 1.00 1.67 0.33 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 3079 620 1750 3101 599 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.18 0.18 0.04 0.14 0.14 0.05 0.13 0.06 0.16 0.33 0.10 Crit Moves: **** **** **** **** Green Time: 11.0 26.1 26.1 7.0 22.1 22.1 7.0 24.7 24.7 30.2 47.9 47.9 Volume/Cap: 0.52 0.70 0.70 0.56 0.64 0.64 0.65 0.52 0.26 0.52 0.70 0.21 Uniform Del: 42.0 33.4 33.4 45.0 35.3 35.3 45.3 32.5 30.3 28.9 20.4 15.1 IncremntDel: 1.4 2.3 2.3 5.5 1.7 1.7 11.9 0.5 0.3 0.9 1.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 43.4 35.7 35.7 50.5 37.0 37.0 57.3 33.0 30.6 29.9 21.6 15.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.4 35.7 35.7 50.5 37.0 37.0 57.3 33.0 30.6 29.9 21.6 15.2 LOS by Move: D D+ D+ D D+ D+ E+ C- C C C+ B HCM2kAvgQ: 3 10 10 3 8 8 3 6 3 8 16 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #15: Central Expressway and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 107 435 68***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

82***

1 Cycle Time (sec): 100

1 177

0 Loss Time (sec): 12

0 492 2

Critical V/C: 0.688

2 1279***
0 Avg Crit Del (sec/veh): 28.6

0 112 1

Avg Delay (sec/veh): 30.6

1 278
LOS: C

Lanes: 2 0 1 1 0
Final Vol: 180 563*** 113
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 180 550 99 63 429 79 64 456 112 270 1264 175 Growth 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 Initial Bse: 180 550 99 63 429 79 64 456 112 270 1264 175 Added Vol: 0 13 14 5 6 28 18 36 0 8 15 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 563 113 68 435 107 82 492 112 278 1279 177 User 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 PHF 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 PHF Volume: 180 563 113 68 435 107 82 492 112 278 1279 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 563 113 68 435 107 82 492 112 278 1279 177 PCE 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 MLF 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 FinalVolume: 180 563 113 68 435 107 82 492 112 278 1279 177 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.66 0.34 1.00 1.59 0.41 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 3081 618 1750 2969 730 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.18 0.18 0.04 0.15 0.15 0.05 0.13 0.06 0.16 0.34 0.10 Crit Moves: **** **** **** **** Green Time: 10.7 26.0 26.0 7.0 22.4 22.4 7.0 24.7 24.7 30.3 48.0 48.0 Volume/Cap: 0.53 0.70 0.70 0.56 0.66 0.66 0.67 0.52 0.26 0.52 0.70 0.21 Delay/Veh: 44.0 35.8 35.8 50.5 37.2 37.2 58.8 33.1 30.6 29.9 21.7 15.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.0 35.8 35.8 50.5 37.2 37.2 58.8 33.1 30.6 29.9 21.7 15.2 LOS by Move: D D+ D+ D D+ D+ E+ C- C C C+ B HCM2kAvgQ: 3 10 10 3 9 9 3 6 3 8 16 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 18:27:15 2021 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #16: Middlefield Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 88 1020 125***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

76 1

Cycle Time (sec): 100

0 149

0 Loss Time (sec): 12

1 379 2

Critical V/C: 0.981

1 592
0 Avg Crit Del (sec/veh): 69.5

0 295*** 1

Avg Delay (sec/veh): 54.4

1 502***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 383 960*** 403
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 370 914 386 118 1005 81 72 370 294 495 569 129 Growth 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 Initial Bse: 370 914 386 118 1005 81 72 370 294 495 569 129 Added Vol: 13 46 17 7 15 7 4 9 1 7 23 20 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 383 960 403 125 1020 88 76 379 295 502 592 149 User 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 PHF 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 PHF Volume: 383 960 403 125 1020 88 76 379 295 502 592 149 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 383 960 403 125 1020 88 76 379 295 502 592 149 PCE 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 MLF 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 FinalVolume: 383 960 403 125 1020 88 76 379 295 502 592 149 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 2.00 1.39 0.61 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.59 0.41 Final Sat.: 3150 2605 1094 3150 3800 1750 1750 3800 1750 1750 2955 744 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.37 0.37 0.04 0.27 0.05 0.04 0.10 0.17 0.29 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 13.5 36.2 36.2 7.0 29.8 29.8 11.6 16.6 16.6 28.2 33.2 33.2 Volume/Cap: 0.90 1.02 1.02 0.57 0.90 0.17 0.37 0.60 1.02 1.02 0.60 0.60 Uniform Del: 42.6 31.9 31.9 45.0 33.7 26.0 40.9 38.7 41.7 35.9 27.9 27.9 IncremntDel: 22.0 29.0 29.0 3.4 10.1 0.2 1.2 1.6 57.3 44.9 0.9 0.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 64.6 60.9 60.9 48.5 43.8 26.1 42.0 40.3 99.0 80.8 28.8 28.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.6 60.9 60.9 48.5 43.8 26.1 42.0 40.3 99.0 80.8 28.8 28.8 LOS by Move: E E E D D C D D F F C C HCM2kAvgQ: 8 27 27 2 17 2 3 6 16 24 10 10 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 18:27:15 2021 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #16: Middlefield Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 88 1038 125***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

76 1

Cycle Time (sec): 100

0 149

0 Loss Time (sec): 12

1 379 2

Critical V/C: 0.990

1 592
0 Avg Crit Del (sec/veh): 72.2

0 301*** 1

Avg Delay (sec/veh): 56.3

1 508***
LOS: E+

Lanes: 2 0 1 1 0
Final Vol: 384 963*** 404
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 370 914 386 118 1005 81 72 370 294 495 569 129 Growth 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 Initial Bse: 370 914 386 118 1005 81 72 370 294 495 569 129 Added Vol: 14 49 18 7 33 7 4 9 7 13 23 20 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 384 963 404 125 1038 88 76 379 301 508 592 149 User 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 PHF 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 PHF Volume: 384 963 404 125 1038 88 76 379 301 508 592 149 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 384 963 404 125 1038 88 76 379 301 508 592 149 PCE 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 MLF 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 FinalVolume: 384 963 404 125 1038 88 76 379 301 508 592 149 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 2.00 1.39 0.61 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.59 0.41 Final Sat.: 3150 2606 1093 3150 3800 1750 1750 3800 1750 1750 2955 744 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.37 0.37 0.04 0.27 0.05 0.04 0.10 0.17 0.29 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 13.3 36.0 36.0 7.0 29.7 29.7 11.7 16.7 16.7 28.3 33.4 33.4 Volume/Cap: 0.92 1.03 1.03 0.57 0.92 0.17 0.37 0.60 1.03 1.03 0.60 0.60 Delay/Veh: 68.0 63.8 63.8 48.5 45.9 26.2 41.9 40.0 101.3 83.4 28.6 28.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 68.0 63.8 63.8 48.5 45.9 26.2 41.9 40.0 101.3 83.4 28.6 28.6 LOS by Move: E E E D D C D D F F C C HCM2kAvgQ: 8 27 27 2 18 2 3 6 16 25 10 10 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #17: Charleston Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 1356*** 1129 289
Lanes: 1 1 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

258

1 Cycle Time (sec): 100

0 150

0 Loss Time (sec): 12

1 813*** 1

Critical V/C: 0.835

1 186
1 Avg Crit Del (sec/veh): 33.9

0 52 0

Avg Delay (sec/veh): 34.5

1 69***
LOS: C-

Lanes: 2 0 1 1 0
Final Vol: 234*** 797 130
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 234 734 123 280 1113 1356 258 813 52 57 186 134 Growth 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 Initial Bse: 234 734 123 280 1113 1356 258 813 52 57 186 134 Added Vol: 0 63 7 9 16 0 0 0 0 12 0 16 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 234 797 130 289 1129 1356 258 813 52 69 186 150 User 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 PHF 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 PHF Volume: 234 797 130 289 1129 1356 258 813 52 69 186 150 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 797 130 289 1129 1356 258 813 52 69 186 150 PCE 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 MLF 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 FinalVolume: 234 797 130 289 1129 1356 258 813 52 69 186 150 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 2.00 1.71 0.29 1.00 2.00 2.00 1.00 1.88 0.12 1.00 1.08 0.92 Final Sat.: 3150 3181 519 1750 3800 3500 1750 3477 222 1750 2047 1651 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.25 0.25 0.17 0.30 0.39 0.15 0.23 0.23 0.04 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 8.7 32.4 32.4 21.4 45.1 45.1 20.4 27.2 27.2 7.0 13.8 13.8 Volume/Cap: 0.86 0.77 0.77 0.77 0.66 0.86 0.72 0.86 0.86 0.56 0.66 0.66 Uniform Del: 45.1 30.5 30.5 37.0 21.4 24.6 37.2 34.6 34.6 45.0 40.8 40.8 IncremntDel: 22.8 3.2 3.2 9.6 0.4 2.8 7.1 7.5 7.5 5.9 3.1 3.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 67.9 33.7 33.7 46.7 21.9 27.4 44.3 42.1 42.1 50.9 43.9 43.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.9 33.7 33.7 46.7 21.9 27.4 44.3 42.1 42.1 50.9 43.9 43.9 LOS by Move: E C- C- D C+ C D D D D D D HCM2kAvgQ: 5 14 14 11 14 23 10 16 16 3 6 6 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:47:54 2021 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP AM
Intersection #17: Charleston Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 1356*** 1147 289
Lanes: 1 1 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

258

1 Cycle Time (sec): 100

0 150

0 Loss Time (sec): 12

1 813*** 1

Critical V/C: 0.835

1 186
1 Avg Crit Del (sec/veh): 33.9

0 52 0

Avg Delay (sec/veh): 34.5

1 69***
LOS: C-

Lanes: 2 0 1 1 0
Final Vol: 234*** 800 130
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 234 734 123 280 1113 1356 258 813 52 57 186 134 Growth 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 Initial Bse: 234 734 123 280 1113 1356 258 813 52 57 186 134 Added Vol: 0 66 7 9 34 0 0 0 0 12 0 16 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 234 800 130 289 1147 1356 258 813 52 69 186 150 User 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 PHF 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 PHF Volume: 234 800 130 289 1147 1356 258 813 52 69 186 150 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 800 130 289 1147 1356 258 813 52 69 186 150 PCE 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 MLF 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 FinalVolume: 234 800 130 289 1147 1356 258 813 52 69 186 150 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 2.00 1.71 0.29 1.00 2.00 2.00 1.00 1.88 0.12 1.00 1.08 0.92 Final Sat.: 3150 3182 517 1750 3800 3500 1750 3477 222 1750 2047 1651 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.25 0.25 0.17 0.30 0.39 0.15 0.23 0.23 0.04 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 8.7 32.5 32.5 21.3 45.1 45.1 20.4 27.2 27.2 7.0 13.8 13.8 Volume/Cap: 0.86 0.77 0.77 0.77 0.67 0.86 0.72 0.86 0.86 0.56 0.66 0.66 Delay/Veh: 67.9 33.7 33.7 46.8 22.0 27.4 44.3 42.1 42.1 50.9 43.9 43.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.9 33.7 33.7 46.8 22.0 27.4 44.3 42.1 42.1 50.9 43.9 43.9 LOS by Move: E C- C- D C+ C D D D D D D HCM2kAvgQ: 5 14 14 11 14 23 10 16 16 3 6 6 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Tue Sep 07 17:57:38 2021 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background AM
Intersection #18: Project Driveway and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 0 1347 0
Lanes: 0 0 3 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 6

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.009

0 0
0 Avg Crit Del (sec/veh): 0.0

0 0 0

Avg Delay (sec/veh): 0.0

0 0
LOS: B

Lanes: 0 0 2 1 0
Final Vol: 0 1063 32
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1014 32 0 1268 0 0 0 0 0 0 6 Growth 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 Initial Bse: 0 1014 32 0 1268 0 0 0 0 0 0 6 Added Vol: 0 49 0 0 79 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1063 32 0 1347 0 0 0 0 0 0 6 User 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 PHF 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 PHF Volume: 0 1063 32 0 1347 0 0 0 0 0 0 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1063 32 0 1347 0 0 0 0 0 0 6 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 370 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 633 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 633 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.01 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.0 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.7 LOS by Move: * * * * * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 10.7 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #18 Project Driveway and San Antonio Road
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:57:38 2021 Page 3-39
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PP AM
Intersection #18: Project Driveway and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 0 1355 0
Lanes: 0 0 3 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 22

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.036

0 0
0 Avg Crit Del (sec/veh): 0.1

0 0 0

Avg Delay (sec/veh): 0.1

0 0
LOS: B

Lanes: 0 0 2 1 0
Final Vol: 0 1063 76
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1014 32 0 1268 0 0 0 0 0 0 6 Growth 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 Initial Bse: 0 1014 32 0 1268 0 0 0 0 0 0 6 Added Vol: 0 49 44 0 87 0 0 0 0 0 0 16 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1063 76 0 1355 0 0 0 0 0 0 22 User 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 PHF 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 PHF Volume: 0 1063 76 0 1355 0 0 0 0 0 0 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1063 76 0 1355 0 0 0 0 0 0 22 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 392 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 612 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 612 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.04 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.1 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.1 LOS by Move: * * * * * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 11.1 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #18 Project Driveway and San Antonio Road
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:57:38 2021 Page 3-41
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background AM
Intersection #19: Project Driveway and California Street

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 434 1

Critical V/C: 0.013

2 540
1 Avg Crit Del (sec/veh): 0.1

0 47 0

Avg Delay (sec/veh): 0.1

0 0
LOS: A

Lanes: 0 0 0 0 1
Final Vol: 0 0 10
Signal=Stop/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 10 0 0 0 0 429 47 0 539 0 Growth 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 Initial Bse: 0 0 10 0 0 0 0 429 47 0 539 0 Added Vol: 0 0 0 0 0 0 0 5 0 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 10 0 0 0 0 434 47 0 540 0 User 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 PHF 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 PHF Volume: 0 0 10 0 0 0 0 434 47 0 540 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 10 0 0 0 0 434 47 0 540 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 241 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 767 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 767 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 9.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * A * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 9.8 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #19 Project Driveway and California Street ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:57:38 2021 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PP AM
Intersection #19: Project Driveway and California Street

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 434 1

Critical V/C: 0.019

2 542
1 Avg Crit Del (sec/veh): 0.1

0 120 0

Avg Delay (sec/veh): 0.1

0 0
LOS: B

Lanes: 0 0 0 0 1
Final Vol: 0 0 14
Signal=Stop/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 10 0 0 0 0 429 47 0 539 0 Growth 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 Initial Bse: 0 0 10 0 0 0 0 429 47 0 539 0 Added Vol: 0 0 4 0 0 0 0 5 73 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 14 0 0 0 0 434 120 0 542 0 User 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 PHF 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 PHF Volume: 0 0 14 0 0 0 0 434 120 0 542 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 14 0 0 0 0 434 120 0 542 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 277 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 726 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 726 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 10.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 10.1 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #19 Project Driveway and California Street ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #1: El Camino Real and Arastradero Road-Charleston Road

Signal=Protect/Rights=Include
Final Vol: 176 319 159***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

194***

1 Cycle Time (sec): 120

0 189

0 Loss Time (sec): 12

1 1199 3

Critical V/C: 0.732

2 910***
0 Avg Crit Del (sec/veh): 42.2

0 181 1

Avg Delay (sec/veh): 41.1

2 274
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 148 470 470***
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 148 470 461 159 319 176 194 1154 181 272 883 189 Growth 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 Initial Bse: 148 470 461 159 319 176 194 1154 181 272 883 189 Added Vol: 0 0 9 0 0 0 0 45 0 2 27 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 148 470 470 159 319 176 194 1199 181 274 910 189 User 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 PHF 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 PHF Volume: 148 470 470 159 319 176 194 1199 181 274 910 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 470 470 159 319 176 194 1199 181 274 910 189 PCE 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 MLF 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 FinalVolume: 148 470 470 159 319 176 194 1199 181 274 910 189 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 1.00 1.00 1.00 1.27 0.73 1.00 3.00 1.00 2.00 2.47 0.53 Final Sat.: 1750 1900 1800 1750 2383 1315 1750 5700 1750 3150 4636 963 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.25 0.26 0.09 0.13 0.13 0.11 0.21 0.10 0.09 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 22.3 42.8 42.8 14.9 35.3 35.3 18.2 35.6 35.6 14.7 32.2 32.2 Volume/Cap: 0.45 0.69 0.73 0.73 0.45 0.45 0.73 0.71 0.35 0.71 0.73 0.73 Uniform Del: 43.4 33.0 33.6 50.6 34.5 34.5 48.6 37.6 33.1 50.6 40.0 40.0 IncremntDel: 1.0 1.6 2.2 12.1 0.3 0.3 10.0 1.4 0.4 6.0 1.9 1.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 44.4 34.6 35.8 62.7 34.8 34.8 58.6 39.0 33.5 56.6 41.9 41.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.4 34.6 35.8 62.7 34.8 34.8 58.6 39.0 33.5 56.6 41.9 41.9 LOS by Move: D C- D+ E C- C- E+ D+ C- E+ D D HCM2kAvgQ: 6 15 17 8 8 8 9 14 6 7 14 14 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #1: El Camino Real and Arastradero Road-Charleston Road

Signal=Protect/Rights=Include
Final Vol: 176 319 159***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

194***

1 Cycle Time (sec): 120

0 189

0 Loss Time (sec): 12

1 1205 3

Critical V/C: 0.746

2 932***
0 Avg Crit Del (sec/veh): 42.7

0 181 1

Avg Delay (sec/veh): 41.4

2 278
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 148 470 471***
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 148 470 461 159 319 176 194 1154 181 272 883 189 Growth 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 Initial Bse: 148 470 461 159 319 176 194 1154 181 272 883 189 Added Vol: 0 0 10 0 0 0 0 51 0 6 49 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 148 470 471 159 319 176 194 1205 181 278 932 189 User 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 PHF 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 PHF Volume: 148 470 471 159 319 176 194 1205 181 278 932 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 470 471 159 319 176 194 1205 181 278 932 189 PCE 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 MLF 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 FinalVolume: 148 470 471 159 319 176 194 1205 181 278 932 189 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 1.00 1.00 1.00 1.27 0.73 1.00 3.00 1.00 2.00 2.48 0.52 Final Sat.: 1750 1900 1750 1750 2383 1315 1750 5700 1750 3150 4655 944 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.25 0.27 0.09 0.13 0.13 0.11 0.21 0.10 0.09 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 22.4 43.3 43.3 14.6 35.5 35.5 17.8 35.3 35.3 14.7 32.2 32.2 Volume/Cap: 0.45 0.69 0.75 0.75 0.45 0.45 0.75 0.72 0.35 0.72 0.75 0.75 Delay/Veh: 44.3 34.0 36.0 64.3 34.6 34.6 60.1 39.4 33.7 57.0 42.2 42.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.3 34.0 36.0 64.3 34.6 34.6 60.1 39.4 33.7 57.0 42.2 42.2 LOS by Move: D C- D+ E C- C- E D C- E+ D D HCM2kAvgQ: 6 15 18 8 8 8 9 14 6 7 14 14 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #2: El Camino Real and Del Medio Avenue

Signal=Permit/Rights=Include
Final Vol: 95*** 0 46
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

113

1 Cycle Time (sec): 100

0 133

0 Loss Time (sec): 12

1 1684*** 2

Critical V/C: 0.461

2 1169
1 Avg Crit Del (sec/veh): 12.1

0 2 0

Avg Delay (sec/veh): 13.0

1 91***
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 0 2 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 2 0 46 0 95 113 1630 2 91 1139 133 Growth 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 Initial Bse: 0 2 0 46 0 95 113 1630 2 91 1139 133 Added Vol: 0 0 0 0 0 0 0 54 0 0 30 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2 0 46 0 95 113 1684 2 91 1169 133 User 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 PHF 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 PHF Volume: 0 2 0 46 0 95 113 1684 2 91 1169 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2 0 46 0 95 113 1684 2 91 1169 133 PCE 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 MLF 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 FinalVolume: 0 2 0 46 0 95 113 1684 2 91 1169 133 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.99 0.01 1.00 2.68 0.32 Final Sat.: 0 1900 0 1750 0 1800 1750 5593 7 1750 5027 572 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.05 0.06 0.30 0.30 0.05 0.23 0.23 Crit Moves: **** **** **** Green Time: 0.0 11.4 0.0 11.4 0.0 11.4 17.7 65.3 65.3 11.3 58.8 58.8 Volume/Cap: 0.00 0.01 0.00 0.23 0.00 0.46 0.36 0.46 0.46 0.46 0.40 0.40 Uniform Del: 0.0 39.3 0.0 40.3 0.0 41.4 36.2 8.6 8.6 41.5 11.0 11.0 IncremntDel: 0.0 0.0 0.0 0.6 0.0 1.6 0.7 0.1 0.1 1.7 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 0.0 39.3 0.0 40.9 0.0 43.0 36.9 8.7 8.7 43.2 11.1 11.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 39.3 0.0 40.9 0.0 43.0 36.9 8.7 8.7 43.2 11.1 11.1 LOS by Move: A D A D A D D+ A A D B+ B+ HCM2kAvgQ: 0 0 0 2 0 3 4 9 9 3 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #2: El Camino Real and Del Medio Avenue

Signal=Permit/Rights=Include
Final Vol: 95*** 0 46
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

113

1 Cycle Time (sec): 100

0 133

0 Loss Time (sec): 12

1 1691*** 2

Critical V/C: 0.463

2 1195
1 Avg Crit Del (sec/veh): 12.1

0 2 0

Avg Delay (sec/veh): 12.9

1 91***
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 0 2 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 2 0 46 0 95 113 1630 2 91 1139 133 Growth 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 Initial Bse: 0 2 0 46 0 95 113 1630 2 91 1139 133 Added Vol: 0 0 0 0 0 0 0 61 0 0 56 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2 0 46 0 95 113 1691 2 91 1195 133 User 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 PHF 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 PHF Volume: 0 2 0 46 0 95 113 1691 2 91 1195 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2 0 46 0 95 113 1691 2 91 1195 133 PCE 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 MLF 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 FinalVolume: 0 2 0 46 0 95 113 1691 2 91 1195 133 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 2.99 0.01 1.00 2.69 0.31 Final Sat.: 0 1900 0 1750 0 1800 1750 5593 7 1750 5038 561 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.05 0.06 0.30 0.30 0.05 0.24 0.24 Crit Moves: **** **** **** Green Time: 0.0 11.4 0.0 11.4 0.0 11.4 17.5 65.4 65.4 11.2 59.1 59.1 Volume/Cap: 0.00 0.01 0.00 0.23 0.00 0.46 0.37 0.46 0.46 0.46 0.40 0.40 Delay/Veh: 0.0 39.3 0.0 40.9 0.0 43.1 37.2 8.7 8.7 43.3 11.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 39.3 0.0 40.9 0.0 43.1 37.2 8.7 8.7 43.3 11.0 11.0 LOS by Move: A D A D A D D+ A A D B+ B+ HCM2kAvgQ: 0 0 0 2 0 3 4 9 9 3 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #3: El Camino Real and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 172 627 396***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

441

2 Cycle Time (sec): 150

0 248

0 Loss Time (sec): 12

1 1201*** 2

Critical V/C: 0.792

2 938
1 Avg Crit Del (sec/veh): 55.7

0 214 0

Avg Delay (sec/veh): 53.0

2 413***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 188 708*** 102
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 30 0 10 30 0 10 28 0 10 28 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 179 687 88 364 613 166 420 1179 203 402 923 222 Growth 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 Initial Bse: 179 687 88 364 613 166 420 1179 203 402 923 222 Added Vol: 9 21 14 32 14 6 21 22 11 11 15 26 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 188 708 102 396 627 172 441 1201 214 413 938 248 User 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 PHF 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 PHF Volume: 188 708 102 396 627 172 441 1201 214 413 938 248 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 708 102 396 627 172 441 1201 214 413 938 248 PCE 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 MLF 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 FinalVolume: 188 708 102 396 627 172 441 1201 214 413 938 248 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 1.74 0.26 2.00 2.00 1.00 2.00 2.53 0.47 2.00 2.35 0.65 Final Sat.: 3150 3234 466 3150 3800 1750 3150 4752 847 3150 4427 1171 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.22 0.22 0.13 0.17 0.10 0.14 0.25 0.25 0.13 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 16.3 41.5 41.5 23.8 49.0 49.0 28.9 47.9 47.9 24.8 43.8 43.8 Volume/Cap: 0.55 0.79 0.79 0.79 0.51 0.30 0.73 0.79 0.79 0.79 0.73 0.73 Uniform Del: 63.3 50.3 50.3 60.7 40.8 37.7 56.8 46.5 46.5 60.1 47.7 47.7 IncremntDel: 1.9 4.3 4.3 8.4 0.3 0.3 4.4 2.5 2.5 8.1 1.7 1.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 65.2 54.5 54.5 69.1 41.1 38.0 61.2 49.0 49.0 68.2 49.4 49.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.2 54.5 54.5 69.1 41.1 38.0 61.2 49.0 49.0 68.2 49.4 49.4 LOS by Move: E D- D- E D D+ E D D E D D HCM2kAvgQ: 6 19 19 11 11 6 12 20 20 13 17 17 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #3: El Camino Real and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 198 635 396***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

449

2 Cycle Time (sec): 150

0 252

0 Loss Time (sec): 12

1 1201*** 2

Critical V/C: 0.792

2 938
1 Avg Crit Del (sec/veh): 55.8

0 214 0

Avg Delay (sec/veh): 53.0

2 413***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 188 710*** 102
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 30 0 10 30 0 10 28 0 10 28 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 179 687 88 364 613 166 420 1179 203 402 923 222 Growth 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 Initial Bse: 179 687 88 364 613 166 420 1179 203 402 923 222 Added Vol: 9 23 14 32 22 32 29 22 11 11 15 30 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 188 710 102 396 635 198 449 1201 214 413 938 252 User 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 PHF 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 PHF Volume: 188 710 102 396 635 198 449 1201 214 413 938 252 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 710 102 396 635 198 449 1201 214 413 938 252 PCE 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 MLF 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 FinalVolume: 188 710 102 396 635 198 449 1201 214 413 938 252 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 1.74 0.26 2.00 2.00 1.00 2.00 2.53 0.47 2.00 2.34 0.66 Final Sat.: 3150 3235 465 3150 3800 1750 3150 4752 847 3150 4413 1185 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.22 0.22 0.13 0.17 0.11 0.14 0.25 0.25 0.13 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 16.3 41.5 41.5 23.8 49.0 49.0 29.2 47.8 47.8 24.8 43.5 43.5 Volume/Cap: 0.55 0.79 0.79 0.79 0.51 0.35 0.73 0.79 0.79 0.79 0.73 0.73 Delay/Veh: 65.2 54.5 54.5 69.2 41.2 38.7 61.3 49.1 49.1 68.2 49.8 49.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.2 54.5 54.5 69.2 41.2 38.7 61.3 49.1 49.1 68.2 49.8 49.8 LOS by Move: E D- D- E D D+ E D D E D D HCM2kAvgQ: 6 19 19 11 11 7 12 20 20 13 18 18 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #4: El Camino Real and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 176 37 264***
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

320***

1 Cycle Time (sec): 100

0 216

0 Loss Time (sec): 12

1 1557 2

Critical V/C: 0.637

2 1182***
1 Avg Crit Del (sec/veh): 31.4

0 100 0

Avg Delay (sec/veh): 26.7

1 101
LOS: C

Lanes: 0 1 0 0 1
Final Vol: 63 15*** 73
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 63 15 73 264 37 176 320 1489 100 101 1130 216 Growth 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 Initial Bse: 63 15 73 264 37 176 320 1489 100 101 1130 216 Added Vol: 0 0 0 0 0 0 0 68 0 0 52 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 63 15 73 264 37 176 320 1557 100 101 1182 216 User 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 PHF 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 PHF Volume: 63 15 73 264 37 176 320 1557 100 101 1182 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 15 73 264 37 176 320 1557 100 101 1182 216 PCE 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 MLF 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 FinalVolume: 63 15 73 264 37 176 320 1557 100 101 1182 216 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.81 0.19 1.00 1.76 0.24 1.00 1.00 2.81 0.19 1.00 2.52 0.48 Final Sat.: 1454 346 1750 3114 436 1750 1750 5262 338 1750 4734 865 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.08 0.08 0.10 0.18 0.30 0.30 0.06 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 9.4 10.0 10.0 12.8 13.4 13.4 27.6 52.7 52.7 12.5 37.6 37.6 Volume/Cap: 0.46 0.43 0.42 0.66 0.63 0.75 0.66 0.56 0.56 0.46 0.66 0.66 Uniform Del: 42.9 42.3 42.3 41.6 40.9 41.7 32.1 15.9 15.9 40.6 25.9 25.9 IncremntDel: 2.0 1.7 1.6 3.7 2.7 12.5 3.5 0.2 0.2 1.6 0.8 0.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 45.0 44.0 43.9 45.2 43.7 54.1 35.6 16.1 16.1 42.2 26.7 26.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.0 44.0 43.9 45.2 43.7 54.1 35.6 16.1 16.1 42.2 26.7 26.7 LOS by Move: D D D D D D- D+ B B D C C HCM2kAvgQ: 3 3 3 5 5 6 10 12 12 4 13 13 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #4: El Camino Real and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 176 37 268***
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

320***

1 Cycle Time (sec): 100

0 216

0 Loss Time (sec): 12

1 1557 2

Critical V/C: 0.639

2 1187***
1 Avg Crit Del (sec/veh): 31.4

0 100 0

Avg Delay (sec/veh): 26.7

1 101
LOS: C

Lanes: 0 1 0 0 1
Final Vol: 63 15*** 73
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 63 15 73 264 37 176 320 1489 100 101 1130 216 Growth 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 Initial Bse: 63 15 73 264 37 176 320 1489 100 101 1130 216 Added Vol: 0 0 0 4 0 0 0 68 0 0 57 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 63 15 73 268 37 176 320 1557 100 101 1187 216 User 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 PHF 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 PHF Volume: 63 15 73 268 37 176 320 1557 100 101 1187 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 15 73 268 37 176 320 1557 100 101 1187 216 PCE 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 MLF 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 FinalVolume: 63 15 73 268 37 176 320 1557 100 101 1187 216 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.81 0.19 1.00 1.76 0.24 1.00 1.00 2.81 0.19 1.00 2.52 0.48 Final Sat.: 1454 346 1750 3119 431 1750 1750 5262 338 1750 4737 862 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.09 0.09 0.10 0.18 0.30 0.30 0.06 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 9.4 10.0 10.0 12.9 13.5 13.5 27.5 52.6 52.6 12.5 37.6 37.6 Volume/Cap: 0.46 0.43 0.42 0.67 0.64 0.74 0.67 0.56 0.56 0.46 0.67 0.67 Delay/Veh: 44.9 44.0 43.9 45.2 43.8 53.7 35.7 16.2 16.2 42.2 26.8 26.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.9 44.0 43.9 45.2 43.8 53.7 35.7 16.2 16.2 42.2 26.8 26.8 LOS by Move: D D D D D D- D+ B B D C C HCM2kAvgQ: 3 3 3 5 5 6 10 12 12 4 13 13 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #5: El Camino Real and Ortega Avenue

Signal=Permit/Rights=Include
Final Vol: 55 3*** 75
Lanes: 0 0 1! 0 0

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

71 1

Cycle Time (sec): 100

0 113

0 Loss Time (sec): 12

1 1859*** 2

Critical V/C: 0.471

2 1325
1 Avg Crit Del (sec/veh): 11.1

0 0 0

Avg Delay (sec/veh): 12.2

1 12***
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 5 3 3
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 5 3 3 75 3 55 71 1798 0 12 1270 113 Growth 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 Initial Bse: 5 3 3 75 3 55 71 1798 0 12 1270 113 Added Vol: 0 0 0 0 0 0 0 61 0 0 55 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 3 3 75 3 55 71 1859 0 12 1325 113 User 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 PHF 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 PHF Volume: 5 3 3 75 3 55 71 1859 0 12 1325 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 3 3 75 3 55 71 1859 0 12 1325 113 PCE 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 MLF 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 FinalVolume: 5 3 3 75 3 55 71 1859 0 12 1325 113 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.92 0.92 0.99 0.95 Lanes: 0.46 0.27 0.27 0.57 0.02 0.41 1.00 3.00 0.00 1.00 2.76 0.24 Final Sat.: 795 477 477 987 39 724 1750 5600 0 1750 5159 440 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.08 0.08 0.08 0.04 0.33 0.00 0.01 0.26 0.26 Crit Moves: **** **** **** Green Time: 15.1 15.1 15.1 15.1 15.1 15.1 15.6 65.9 0.0 7.0 57.3 57.3 Volume/Cap: 0.04 0.04 0.04 0.50 0.50 0.50 0.26 0.50 0.00 0.10 0.45 0.45 Uniform Del: 36.3 36.3 36.3 39.0 39.0 39.0 37.1 8.7 0.0 43.5 12.3 12.3 IncremntDel: 0.1 0.1 0.1 1.6 1.6 1.6 0.5 0.1 0.0 0.4 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Delay/Veh: 36.3 36.3 36.3 40.6 40.6 40.6 37.6 8.8 0.0 43.9 12.4 12.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.3 36.3 36.3 40.6 40.6 40.6 37.6 8.8 0.0 43.9 12.4 12.4 LOS by Move: D+ D+ D+ D D D D+ A A D B B HCM2kAvgQ: 0 0 0 5 5 5 2 10 0 0 9 9 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #5: El Camino Real and Ortega Avenue

Signal=Permit/Rights=Include
Final Vol: 55 3*** 79
Lanes: 0 0 1! 0 0

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

71 1

Cycle Time (sec): 100

0 113

0 Loss Time (sec): 12

1 1864*** 2

Critical V/C: 0.475

2 1330
1 Avg Crit Del (sec/veh): 11.3

0 0 0

Avg Delay (sec/veh): 12.4

1 12***
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 5 3 3
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 5 3 3 75 3 55 71 1798 0 12 1270 113 Growth 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 Initial Bse: 5 3 3 75 3 55 71 1798 0 12 1270 113 Added Vol: 0 0 0 4 0 0 0 66 0 0 60 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 3 3 79 3 55 71 1864 0 12 1330 113 User 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 PHF 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 PHF Volume: 5 3 3 79 3 55 71 1864 0 12 1330 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 3 3 79 3 55 71 1864 0 12 1330 113 PCE 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 MLF 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 FinalVolume: 5 3 3 79 3 55 71 1864 0 12 1330 113 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.92 0.92 0.99 0.95 Lanes: 0.46 0.27 0.27 0.58 0.02 0.40 1.00 3.00 0.00 1.00 2.76 0.24 Final Sat.: 795 477 477 1009 38 703 1750 5600 0 1750 5161 438 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.08 0.08 0.08 0.04 0.33 0.00 0.01 0.26 0.26 Crit Moves: **** **** **** Green Time: 15.4 15.4 15.4 15.4 15.4 15.4 15.5 65.6 0.0 7.0 57.1 57.1 Volume/Cap: 0.04 0.04 0.04 0.51 0.51 0.51 0.26 0.51 0.00 0.10 0.45 0.45 Delay/Veh: 36.1 36.1 36.1 40.4 40.4 40.4 37.7 9.0 0.0 43.9 12.5 12.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.1 36.1 36.1 40.4 40.4 40.4 37.7 9.0 0.0 43.9 12.5 12.5 LOS by Move: D+ D+ D+ D D D D+ A A D B B HCM2kAvgQ: 0 0 0 5 5 5 2 10 0 0 9 9 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #6: El Camino Real and Rengstorff Avenue

Signal=Split/Rights=Include
Final Vol: 150 10 366***
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

207***

2 Cycle Time (sec): 150

0 357

0 Loss Time (sec): 12

1 1668 2

Critical V/C: 0.533

2 1417***
1 Avg Crit Del (sec/veh): 31.5

0 21 0

Avg Delay (sec/veh): 30.2

1 131
LOS: C

Lanes: 0 1 0 1 0
Final Vol: 3*** 0 0
Signal=Split/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 0 0 10 0 0 10 30 0 10 30 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 3 0 0 364 0 136 196 1642 0 123 1378 352 Growth 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 Initial Bse: 3 0 0 364 0 136 196 1642 0 123 1378 352 Added Vol: 0 0 0 2 10 14 11 26 21 8 39 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 0 366 10 150 207 1668 21 131 1417 357 User 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 PHF 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 PHF Volume: 3 0 0 366 10 150 207 1668 21 131 1417 357 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 366 10 150 207 1668 21 131 1417 357 PCE 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 MLF 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 FinalVolume: 3 0 0 366 10 150 207 1668 21 131 1417 357 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.92 0.93 0.95 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.95 0.05 1.00 2.00 2.96 0.04 1.00 2.37 0.63 Final Sat.: 1800 0 1750 3456 94 1750 3150 5530 70 1750 4472 1127 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.11 0.11 0.09 0.07 0.30 0.30 0.07 0.32 0.32 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 0.0 27.8 27.8 27.8 17.2 80.3 80.3 19.9 83.0 83.0 Volume/Cap: 0.03 0.00 0.00 0.57 0.57 0.46 0.57 0.56 0.56 0.56 0.57 0.57 Uniform Del: 65.4 0.0 0.0 55.7 55.7 54.5 62.9 23.2 23.2 61.0 21.9 21.9 IncremntDel: 0.1 0.0 0.0 1.2 1.2 1.1 2.2 0.2 0.2 3.2 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 65.5 0.0 0.0 56.9 56.9 55.5 65.1 23.4 23.4 64.1 22.1 22.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.5 0.0 0.0 56.9 56.9 55.5 65.1 23.4 23.4 64.1 22.1 22.1 LOS by Move: E A A E+ E+ E+ E C C E C+ C+ HCM2kAvgQ: 0 0 0 8 8 6 5 17 17 7 18 18 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #6: El Camino Real and Rengstorff Avenue

Signal=Split/Rights=Include
Final Vol: 150 10 375***
Lanes: 1 0 0 1 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

207***

2 Cycle Time (sec): 150

0 357

0 Loss Time (sec): 12

1 1677 2

Critical V/C: 0.537

2 1422***
1 Avg Crit Del (sec/veh): 31.8

0 21 0

Avg Delay (sec/veh): 30.4

1 131
LOS: C

Lanes: 0 1 0 1 0
Final Vol: 3*** 0 0
Signal=Split/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 0 0 10 0 0 10 30 0 10 30 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 3 0 0 364 0 136 196 1642 0 123 1378 352 Growth 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 Initial Bse: 3 0 0 364 0 136 196 1642 0 123 1378 352 Added Vol: 0 0 0 11 10 14 11 35 21 8 44 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 0 375 10 150 207 1677 21 131 1422 357 User 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 PHF 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 PHF Volume: 3 0 0 375 10 150 207 1677 21 131 1422 357 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 0 375 10 150 207 1677 21 131 1422 357 PCE 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 MLF 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 FinalVolume: 3 0 0 375 10 150 207 1677 21 131 1422 357 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.92 0.93 0.95 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.95 0.05 1.00 2.00 2.96 0.04 1.00 2.38 0.62 Final Sat.: 1800 0 1750 3458 92 1750 3150 5531 69 1750 4475 1123 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.11 0.11 0.09 0.07 0.30 0.30 0.07 0.32 0.32 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 0.0 28.2 28.2 28.2 17.1 80.0 80.0 19.8 82.7 82.7 Volume/Cap: 0.03 0.00 0.00 0.58 0.58 0.46 0.58 0.57 0.57 0.57 0.58 0.58 Delay/Veh: 65.5 0.0 0.0 56.7 56.7 55.1 65.3 23.7 23.7 64.4 22.4 22.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.5 0.0 0.0 56.7 56.7 55.1 65.3 23.7 23.7 64.4 22.4 22.4 LOS by Move: E A A E+ E+ E+ E C C E C+ C+ HCM2kAvgQ: 0 0 0 8 8 6 5 17 17 7 18 18 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #7: Fayette Drive and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 41 1052*** 184
Lanes: 0 1 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

59***

1 Cycle Time (sec): 100

1 86***

0 Loss Time (sec): 12

0 28 0

Critical V/C: 0.351

0 23
1 Avg Crit Del (sec/veh): 16.9

1 41 0

Avg Delay (sec/veh): 19.7

1 61
LOS: B-

Lanes: 1 0 2 1 0
Final Vol: 54*** 1017 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 48 955 70 184 1004 35 55 28 37 61 23 86 Growth 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 Initial Bse: 48 955 70 184 1004 35 55 28 37 61 23 86 Added Vol: 6 62 0 0 48 6 4 0 4 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 54 1017 70 184 1052 41 59 28 41 61 23 86 User 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 PHF 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 PHF Volume: 54 1017 70 184 1052 41 59 28 41 61 23 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 1017 70 184 1052 41 59 28 41 61 23 86 PCE 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 MLF 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 FinalVolume: 54 1017 70 184 1052 41 59 28 41 61 23 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.80 0.20 2.00 2.88 0.12 1.00 0.41 0.59 1.46 0.54 1.00 Final Sat.: 1750 5239 361 3150 5390 210 1750 730 1070 2578 972 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.19 0.19 0.06 0.20 0.20 0.03 0.04 0.04 0.02 0.02 0.05 Crit Moves: **** **** **** **** Green Time: 8.8 47.3 47.3 17.1 55.6 55.6 9.6 13.9 13.9 9.7 14.0 14.0 Volume/Cap: 0.35 0.41 0.41 0.34 0.35 0.35 0.35 0.28 0.28 0.24 0.17 0.35 Uniform Del: 42.9 17.2 17.2 36.5 12.2 12.2 42.3 38.6 38.6 41.7 37.9 38.9 IncremntDel: 1.4 0.1 0.1 0.4 0.1 0.1 1.3 0.6 0.6 0.4 0.2 0.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 44.3 17.3 17.3 36.9 12.3 12.3 43.6 39.2 39.2 42.1 38.0 39.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.3 17.3 17.3 36.9 12.3 12.3 43.6 39.2 39.2 42.1 38.0 39.8 LOS by Move: D B B D+ B B D D D D D+ D HCM2kAvgQ: 2 7 7 3 6 6 2 2 2 1 1 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #7: Fayette Drive and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 41 1085 185***
Lanes: 0 1 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

59***

1 Cycle Time (sec): 100

1 86***

0 Loss Time (sec): 12

0 28 0

Critical V/C: 0.384

0 23
1 Avg Crit Del (sec/veh): 20.8

1 41 0

Avg Delay (sec/veh): 20.3

1 61
LOS: C+

Lanes: 1 0 2 1 0
Final Vol: 54 1031*** 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 48 955 70 184 1004 35 55 28 37 61 23 86 Growth 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 Initial Bse: 48 955 70 184 1004 35 55 28 37 61 23 86 Added Vol: 6 76 0 1 81 6 4 0 4 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 54 1031 70 185 1085 41 59 28 41 61 23 86 User 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 PHF 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 PHF Volume: 54 1031 70 185 1085 41 59 28 41 61 23 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 1031 70 185 1085 41 59 28 41 61 23 86 PCE 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 MLF 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 FinalVolume: 54 1031 70 185 1085 41 59 28 41 61 23 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.80 0.20 2.00 2.89 0.11 1.00 0.41 0.59 1.46 0.54 1.00 Final Sat.: 1750 5243 356 3150 5396 204 1750 730 1070 2578 972 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.20 0.20 0.06 0.20 0.20 0.03 0.04 0.04 0.02 0.02 0.05 Crit Moves: **** **** **** **** Green Time: 17.2 51.2 51.2 15.3 49.3 49.3 8.8 12.7 12.7 8.9 12.8 12.8 Volume/Cap: 0.18 0.38 0.38 0.38 0.41 0.41 0.38 0.30 0.30 0.27 0.19 0.38 Delay/Veh: 35.7 14.9 14.9 38.6 16.2 16.2 44.7 40.4 40.4 43.0 39.2 41.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.7 14.9 14.9 38.6 16.2 16.2 44.7 40.4 40.4 43.0 39.2 41.1 LOS by Move: D+ B B D+ B B D D D D D D HCM2kAvgQ: 1 7 7 3 7 7 2 2 2 2 1 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PM
Intersection #8: Miller Avenue and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 71 1201 0
Lanes: 0 1 2 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.061

0 0
0 Avg Crit Del (sec/veh): 0.2

0 35 1

Avg Delay (sec/veh): 0.2

0 0
LOS: B

Lanes: 0 0 4 0 0
Final Vol: 0 1407 0
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1341 0 0 1147 71 0 0 35 0 0 0 Growth 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 Initial Bse: 0 1341 0 0 1147 71 0 0 35 0 0 0 Added Vol: 0 66 0 0 54 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1407 0 0 1201 71 0 0 35 0 0 0 User 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 PHF 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 PHF Volume: 0 1407 0 0 1201 71 0 0 35 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1407 0 0 1201 71 0 0 35 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 436 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 574 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 574 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.06 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.7 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.7 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PP PM
Intersection #8: Miller Avenue and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 71 1235 0
Lanes: 0 1 2 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.062

0 0
0 Avg Crit Del (sec/veh): 0.1

0 35 1

Avg Delay (sec/veh): 0.1

0 0
LOS: B

Lanes: 0 0 4 0 0
Final Vol: 0 1422 0
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1341 0 0 1147 71 0 0 35 0 0 0 Growth 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 Initial Bse: 0 1341 0 0 1147 71 0 0 35 0 0 0 Added Vol: 0 81 0 0 88 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1422 0 0 1235 71 0 0 35 0 0 0 User 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 PHF 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 PHF Volume: 0 1422 0 0 1235 71 0 0 35 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1422 0 0 1235 71 0 0 35 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 447 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 564 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 564 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.06 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.8 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.8 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #9: Nita Avenue and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 0 1823 88***
Lanes: 0 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 55***

0 Loss Time (sec): 3

0 0 0

Critical V/C: 0.538

0 0
0 Avg Crit Del (sec/veh): 7.8

0 0 0

Avg Delay (sec/veh): 4.8

0 0
LOS: A

Lanes: 0 0 2 0 1
Final Vol: 0 1674*** 61
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 0 0 0 0 0 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1635 61 88 1763 0 0 0 0 0 0 55 Growth 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 Initial Bse: 0 1635 61 88 1763 0 0 0 0 0 0 55 Added Vol: 0 39 0 0 60 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1674 61 88 1823 0 0 0 0 0 0 55 User 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 PHF 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 PHF Volume: 0 1674 61 88 1823 0 0 0 0 0 0 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1674 61 88 1823 0 0 0 0 0 0 55 PCE 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 MLF 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 FinalVolume: 0 1674 61 88 1823 0 0 0 0 0 0 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3800 1750 1750 3800 0 0 0 0 0 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.44 0.03 0.05 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.03 Crit Moves: **** **** **** Green Time: 0.0 78.1 78.1 8.9 87.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.56 0.04 0.56 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.31 Uniform Del: 0.0 4.3 2.5 43.7 1.6 0.0 0.0 0.0 0.0 0.0 0.0 41.8 IncremntDel: 0.0 0.3 0.0 4.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 1.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Delay/Veh: 0.0 4.5 2.5 48.4 1.8 0.0 0.0 0.0 0.0 0.0 0.0 42.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 4.5 2.5 48.4 1.8 0.0 0.0 0.0 0.0 0.0 0.0 42.8 LOS by Move: A A A D A A A A A A A D HCM2kAvgQ: 0 9 0 3 7 0 0 0 0 0 0 2 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #9: Nita Avenue and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 0 1833 88***
Lanes: 0 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 55***

0 Loss Time (sec): 3

0 0 0

Critical V/C: 0.548

0 0
0 Avg Crit Del (sec/veh): 7.8

0 0 0

Avg Delay (sec/veh): 4.8

0 0
LOS: A

Lanes: 0 0 2 0 1
Final Vol: 0 1710*** 61
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 0 0 0 0 0 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1635 61 88 1763 0 0 0 0 0 0 55 Growth 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 Initial Bse: 0 1635 61 88 1763 0 0 0 0 0 0 55 Added Vol: 0 75 0 0 70 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1710 61 88 1833 0 0 0 0 0 0 55 User 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 PHF 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 PHF Volume: 0 1710 61 88 1833 0 0 0 0 0 0 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1710 61 88 1833 0 0 0 0 0 0 55 PCE 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 MLF 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 FinalVolume: 0 1710 61 88 1833 0 0 0 0 0 0 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3800 1750 1750 3800 0 0 0 0 0 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.45 0.03 0.05 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.03 Crit Moves: **** **** **** Green Time: 0.0 78.3 78.3 8.7 87.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.58 0.04 0.58 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.31 Delay/Veh: 0.0 4.6 2.5 49.1 1.8 0.0 0.0 0.0 0.0 0.0 0.0 42.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 4.6 2.5 49.1 1.8 0.0 0.0 0.0 0.0 0.0 0.0 42.8 LOS by Move: A A A D A A A A A A A D HCM2kAvgQ: 0 10 0 3 7 0 0 0 0 0 0 2 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 16:53:06 2021 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #10: California Street and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 234 1210 613***
Lanes: 1 0 2 0 2

Signal=Split

Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

227***

1 Cycle Time (sec): 100

1 595***

0 Loss Time (sec): 12

0 106 1

Critical V/C: 1.013

1 71
0 Avg Crit Del (sec/veh): 75.0

0 25 1

Avg Delay (sec/veh): 60.5

1 78
LOS: E

Lanes: 1 0 3 0 1
Final Vol: 40 1297*** 97
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 40 1232 96 613 1157 234 227 106 25 76 71 591 Growth 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 Initial Bse: 40 1232 96 613 1157 234 227 106 25 76 71 591 Added Vol: 0 65 1 0 53 0 0 0 0 2 0 4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 1297 97 613 1210 234 227 106 25 78 71 595 User 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 PHF 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 PHF Volume: 40 1297 97 613 1210 234 227 106 25 78 71 595 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 1297 97 613 1210 234 227 106 25 78 71 595 PCE 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 MLF 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 FinalVolume: 40 1297 97 613 1210 234 227 106 25 78 71 595 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 3800 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.23 0.06 0.19 0.32 0.13 0.13 0.06 0.01 0.04 0.04 0.34 Crit Moves: **** **** **** **** Green Time: 7.5 22.5 22.5 19.2 34.1 34.1 12.8 12.8 12.8 33.5 33.5 33.5 Volume/Cap: 0.30 1.01 0.25 1.01 0.93 0.39 1.01 0.44 0.11 0.13 0.11 1.01 Uniform Del: 43.8 38.8 31.8 40.4 31.8 25.0 43.6 40.3 38.6 23.1 22.9 33.2 IncremntDel: 1.3 28.5 0.3 40.0 12.2 0.4 63.6 1.3 0.2 0.1 0.1 40.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 45.1 67.3 32.2 80.4 44.0 25.5 107.2 41.5 38.8 23.2 23.0 73.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.1 67.3 32.2 80.4 44.0 25.5 107.2 41.5 38.8 23.2 23.0 73.8 LOS by Move: D E C- F D C F D D+ C C E HCM2kAvgQ: 1 17 3 14 20 6 13 3 1 2 1 25 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 16:53:06 2021 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #10: California Street and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 234 1210 638***
Lanes: 1 0 2 0 2

Signal=Split

Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

227***

1 Cycle Time (sec): 100

1 595***

0 Loss Time (sec): 12

0 106 1

Critical V/C: 1.038

1 71
0 Avg Crit Del (sec/veh): 81.5

0 25 1

Avg Delay (sec/veh): 63.7

1 79
LOS: E

Lanes: 1 0 3 0 1
Final Vol: 73 1376*** 97
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 40 1232 96 613 1157 234 227 106 25 76 71 591 Growth 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 Initial Bse: 40 1232 96 613 1157 234 227 106 25 76 71 591 Added Vol: 33 144 1 25 53 0 0 0 0 3 0 4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 73 1376 97 638 1210 234 227 106 25 79 71 595 User 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 PHF 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 PHF Volume: 73 1376 97 638 1210 234 227 106 25 79 71 595 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 1376 97 638 1210 234 227 106 25 79 71 595 PCE 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 MLF 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 FinalVolume: 73 1376 97 638 1210 234 227 106 25 79 71 595 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 3800 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.24 0.06 0.20 0.32 0.13 0.13 0.06 0.01 0.05 0.04 0.34 Crit Moves: **** **** **** **** Green Time: 7.7 23.3 23.3 19.5 35.1 35.1 12.5 12.5 12.5 32.7 32.7 32.7 Volume/Cap: 0.54 1.04 0.24 1.04 0.91 0.38 1.04 0.45 0.11 0.14 0.11 1.04 Delay/Veh: 48.9 73.6 31.5 86.8 40.3 24.7 115.0 41.9 39.1 23.8 23.6 81.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.9 73.6 31.5 86.8 40.3 24.7 115.0 41.9 39.1 23.8 23.6 81.5 LOS by Move: D E C F D C F D D C C F HCM2kAvgQ: 2 19 3 16 19 6 13 3 1 2 1 26 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #11: California Street and Pacchetti Way

Signal=Protect/Rights=Include
Final Vol: 80 7*** 7
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

20 1

Cycle Time (sec): 100

0 5

0 Loss Time (sec): 12

1 519*** 1

Critical V/C: 0.526

1 461
0 Avg Crit Del (sec/veh): 26.7

0 236 1

Avg Delay (sec/veh): 24.4

1 38***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 209*** 10 40
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 209 10 40 7 7 80 20 518 236 38 455 5 Growth 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 Initial Bse: 209 10 40 7 7 80 20 518 236 38 455 5 Added Vol: 0 0 0 0 0 0 0 1 0 0 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 209 10 40 7 7 80 20 519 236 38 461 5 User 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 PHF 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 PHF Volume: 209 10 40 7 7 80 20 519 236 38 461 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 209 10 40 7 7 80 20 519 236 38 461 5 PCE 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 MLF 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 FinalVolume: 209 10 40 7 7 80 20 519 236 38 461 5 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 1.00 0.20 0.80 1.00 0.08 0.92 1.00 1.00 1.00 1.00 1.98 0.02 Final Sat.: 1750 360 1440 1750 145 1655 1750 1900 1750 1750 3660 40 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.03 0.03 0.00 0.05 0.05 0.01 0.27 0.13 0.02 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 21.6 18.6 18.6 13.0 10.0 10.0 20.1 49.4 49.4 7.0 36.3 36.3 Volume/Cap: 0.55 0.15 0.15 0.03 0.48 0.48 0.06 0.55 0.27 0.31 0.35 0.35 Uniform Del: 34.9 34.1 34.1 38.0 42.6 42.6 32.2 17.6 14.8 44.2 23.2 23.2 IncremntDel: 1.8 0.2 0.2 0.1 2.0 2.0 0.1 0.7 0.2 1.4 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 36.7 34.3 34.3 38.0 44.6 44.6 32.3 18.3 15.0 45.7 23.4 23.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.7 34.3 34.3 38.0 44.6 44.6 32.3 18.3 15.0 45.7 23.4 23.4 LOS by Move: D+ C- C- D+ D D C- B- B D C C HCM2kAvgQ: 7 1 1 0 3 3 1 11 4 1 5 5 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #11: California Street and Pacchetti Way

Signal=Protect/Rights=Include
Final Vol: 80 7*** 7
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

20 1

Cycle Time (sec): 100

0 5

0 Loss Time (sec): 12

1 551*** 1

Critical V/C: 0.545

1 462
0 Avg Crit Del (sec/veh): 26.7

0 236 1

Avg Delay (sec/veh): 24.3

1 38***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 209*** 10 40
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 209 10 40 7 7 80 20 518 236 38 455 5 Growth 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 Initial Bse: 209 10 40 7 7 80 20 518 236 38 455 5 Added Vol: 0 0 0 0 0 0 0 33 0 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 209 10 40 7 7 80 20 551 236 38 462 5 User 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 PHF 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 PHF Volume: 209 10 40 7 7 80 20 551 236 38 462 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 209 10 40 7 7 80 20 551 236 38 462 5 PCE 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 MLF 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 FinalVolume: 209 10 40 7 7 80 20 551 236 38 462 5 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 1.00 0.20 0.80 1.00 0.08 0.92 1.00 1.00 1.00 1.00 1.98 0.02 Final Sat.: 1750 360 1440 1750 145 1655 1750 1900 1750 1750 3660 40 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.03 0.03 0.00 0.05 0.05 0.01 0.29 0.13 0.02 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 20.7 18.1 18.1 12.6 10.0 10.0 20.4 50.3 50.3 7.0 36.9 36.9 Volume/Cap: 0.58 0.15 0.15 0.03 0.48 0.48 0.06 0.58 0.27 0.31 0.34 0.34 Delay/Veh: 38.0 34.7 34.7 38.4 44.6 44.6 32.1 18.3 14.4 45.7 23.0 23.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.0 34.7 34.7 38.4 44.6 44.6 32.1 18.3 14.4 45.7 23.0 23.0 LOS by Move: D+ C- C- D+ D D C- B- B D C+ C+ HCM2kAvgQ: 7 1 1 0 3 3 1 12 4 1 5 5 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #12: California Street and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 55 71 85***
Lanes: 1 0 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

20 1

Cycle Time (sec): 100

0 28

0 Loss Time (sec): 12

1 404*** 1

Critical V/C: 0.481

1 328
1 Avg Crit Del (sec/veh): 32.2

0 110 0

Avg Delay (sec/veh): 31.8

1 173***
LOS: C

Lanes: 1 0 1 0 1
Final Vol: 163 46 239***
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 163 46 239 85 71 55 20 403 110 173 322 28 Growth 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 Initial Bse: 163 46 239 85 71 55 20 403 110 173 322 28 Added Vol: 0 0 0 0 0 0 0 1 0 0 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 163 46 239 85 71 55 20 404 110 173 328 28 User 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 PHF 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 PHF Volume: 163 46 239 85 71 55 20 404 110 173 328 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 46 239 85 71 55 20 404 110 173 328 28 PCE 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 MLF 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 FinalVolume: 163 46 239 85 71 55 20 404 110 173 328 28 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.56 0.44 1.00 1.84 0.16 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 2908 792 1750 3409 291 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.02 0.14 0.05 0.04 0.03 0.01 0.14 0.14 0.10 0.10 0.10 Crit Moves: **** **** **** **** Green Time: 18.6 28.4 28.4 10.1 19.9 19.9 20.4 28.9 28.9 20.6 29.1 29.1 Volume/Cap: 0.50 0.09 0.48 0.48 0.19 0.16 0.06 0.48 0.48 0.48 0.33 0.33 Uniform Del: 36.6 26.3 29.7 42.5 33.3 33.1 32.1 29.3 29.3 35.0 27.8 27.8 IncremntDel: 1.2 0.1 0.7 2.1 0.2 0.2 0.1 0.3 0.3 1.0 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 37.8 26.3 30.4 44.5 33.5 33.3 32.1 29.7 29.7 36.0 28.0 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.8 26.3 30.4 44.5 33.5 33.3 32.1 29.7 29.7 36.0 28.0 28.0 LOS by Move: D+ C C D C- C- C- C C D+ C C HCM2kAvgQ: 5 1 6 3 2 2 1 6 6 5 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #12: California Street and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 55 71 85***
Lanes: 1 0 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

20 1

Cycle Time (sec): 100

0 28

0 Loss Time (sec): 12

1 431*** 1

Critical V/C: 0.490

1 329
1 Avg Crit Del (sec/veh): 32.0

0 114 0

Avg Delay (sec/veh): 31.7

1 173***
LOS: C

Lanes: 1 0 1 0 1
Final Vol: 163 46 239***
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 163 46 239 85 71 55 20 403 110 173 322 28 Growth 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 Initial Bse: 163 46 239 85 71 55 20 403 110 173 322 28 Added Vol: 0 0 0 0 0 0 0 28 4 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 163 46 239 85 71 55 20 431 114 173 329 28 User 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 PHF 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 PHF Volume: 163 46 239 85 71 55 20 431 114 173 329 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 46 239 85 71 55 20 431 114 173 329 28 PCE 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 MLF 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 FinalVolume: 163 46 239 85 71 55 20 431 114 173 329 28 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.57 0.43 1.00 1.84 0.16 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 2925 774 1750 3410 290 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.02 0.14 0.05 0.04 0.03 0.01 0.15 0.15 0.10 0.10 0.10 Crit Moves: **** **** **** **** Green Time: 18.2 27.9 27.9 9.9 19.6 19.6 20.7 30.1 30.1 20.2 29.5 29.5 Volume/Cap: 0.51 0.09 0.49 0.49 0.19 0.16 0.06 0.49 0.49 0.49 0.33 0.33 Delay/Veh: 38.3 26.7 30.9 44.8 33.9 33.6 31.9 29.0 29.0 36.4 27.6 27.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.3 26.7 30.9 44.8 33.9 33.6 31.9 29.0 29.0 36.4 27.6 27.6 LOS by Move: D+ C C D C- C- C C C D+ C C HCM2kAvgQ: 5 1 6 3 2 2 1 7 7 5 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-25
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #13: California Street and Ortega Avenue

Signal=Protect/Rights=Include
Final Vol: 22 30 60***
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

13 1

Cycle Time (sec): 100

1 55

0 Loss Time (sec): 12

0 731*** 1

Critical V/C: 0.368

2 477
1 Avg Crit Del (sec/veh): 17.5

0 70 0

Avg Delay (sec/veh): 19.4

1 33***
LOS: B-

Lanes: 1 0 0 1 0
Final Vol: 35 27*** 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 35 27 70 60 30 22 13 730 70 33 471 55 Growth 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 Initial Bse: 35 27 70 60 30 22 13 730 70 33 471 55 Added Vol: 0 0 0 0 0 0 0 1 0 0 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 35 27 70 60 30 22 13 731 70 33 477 55 User 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 PHF 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 PHF Volume: 35 27 70 60 30 22 13 731 70 33 477 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 27 70 60 30 22 13 731 70 33 477 55 PCE 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 MLF 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 FinalVolume: 35 27 70 60 30 22 13 731 70 33 477 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.28 0.72 1.00 0.58 0.42 1.00 1.82 0.18 1.00 2.00 1.00 Final Sat.: 1750 501 1299 1750 1038 762 1750 3376 323 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.05 0.05 0.03 0.03 0.03 0.01 0.22 0.22 0.02 0.13 0.03 Crit Moves: **** **** **** **** Green Time: 9.7 14.3 14.3 9.1 13.8 13.8 23.1 57.6 57.6 7.0 41.4 41.4 Volume/Cap: 0.21 0.38 0.38 0.38 0.21 0.21 0.03 0.38 0.38 0.27 0.30 0.08 Uniform Del: 41.6 38.8 38.8 42.8 38.3 38.3 29.8 11.5 11.5 44.1 19.6 17.7 IncremntDel: 0.6 0.9 0.9 1.5 0.4 0.4 0.0 0.1 0.1 1.2 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 42.3 39.7 39.7 44.3 38.7 38.7 29.8 11.6 11.6 45.3 19.7 17.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.3 39.7 39.7 44.3 38.7 38.7 29.8 11.6 11.6 45.3 19.7 17.7 LOS by Move: D D D D D+ D+ C B+ B+ D B- B HCM2kAvgQ: 1 3 3 2 2 2 0 7 7 1 5 1 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-26
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #13: California Street and Ortega Avenue

Signal=Protect/Rights=Include
Final Vol: 22 30 60***
Lanes: 0 1 0 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

13 1

Cycle Time (sec): 100

1 55

0 Loss Time (sec): 12

0 754*** 1

Critical V/C: 0.376

2 478
1 Avg Crit Del (sec/veh): 17.2

0 74 0

Avg Delay (sec/veh): 19.2

1 33***
LOS: B-

Lanes: 1 0 0 1 0
Final Vol: 35 27*** 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 35 27 70 60 30 22 13 730 70 33 471 55 Growth 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 Initial Bse: 35 27 70 60 30 22 13 730 70 33 471 55 Added Vol: 0 0 0 0 0 0 0 24 4 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 35 27 70 60 30 22 13 754 74 33 478 55 User 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 PHF 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 PHF Volume: 35 27 70 60 30 22 13 754 74 33 478 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 27 70 60 30 22 13 754 74 33 478 55 PCE 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 MLF 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 FinalVolume: 35 27 70 60 30 22 13 754 74 33 478 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.28 0.72 1.00 0.58 0.42 1.00 1.82 0.18 1.00 2.00 1.00 Final Sat.: 1750 501 1299 1750 1038 762 1750 3369 331 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.05 0.05 0.03 0.03 0.03 0.01 0.22 0.22 0.02 0.13 0.03 Crit Moves: **** **** **** **** Green Time: 9.4 14.0 14.0 8.9 13.5 13.5 23.3 58.1 58.1 7.0 41.8 41.8 Volume/Cap: 0.21 0.39 0.39 0.39 0.21 0.21 0.03 0.39 0.39 0.27 0.30 0.08 Delay/Veh: 42.5 40.1 40.1 44.6 39.0 39.0 29.7 11.4 11.4 45.3 19.5 17.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.5 40.1 40.1 44.6 39.0 39.0 29.7 11.4 11.4 45.3 19.5 17.5 LOS by Move: D D D D D+ D+ C B+ B+ D B- B HCM2kAvgQ: 1 3 3 2 2 2 0 7 7 1 5 1 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-27
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #14: California Street and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 238 525 229***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

303***

1 Cycle Time (sec): 100

0 134

0 Loss Time (sec): 12

1 476 1

Critical V/C: 0.652

1 302***
1 Avg Crit Del (sec/veh): 38.2

0 85 0

Avg Delay (sec/veh): 34.3

1 40
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 47 500*** 63
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 45 485 63 229 500 234 302 476 85 40 302 134 Growth 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 Initial Bse: 45 485 63 229 500 234 302 476 85 40 302 134 Added Vol: 2 15 0 0 25 4 1 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 500 63 229 525 238 303 476 85 40 302 134 User 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 PHF 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 PHF Volume: 47 500 63 229 525 238 303 476 85 40 302 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 500 63 229 525 238 303 476 85 40 302 134 PCE 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 MLF 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 FinalVolume: 47 500 63 229 525 238 303 476 85 40 302 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 1.77 0.23 1.00 1.36 0.64 1.00 1.69 0.31 1.00 1.37 0.63 Final Sat.: 1750 3286 414 1750 2545 1154 1750 3139 561 1750 2562 1137 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.15 0.15 0.13 0.21 0.21 0.17 0.15 0.15 0.02 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 11.0 23.3 23.3 20.1 32.4 32.4 26.5 30.5 30.5 14.1 18.1 18.1 Volume/Cap: 0.24 0.65 0.65 0.65 0.64 0.64 0.65 0.50 0.50 0.16 0.65 0.65 Uniform Del: 40.7 34.7 34.7 36.8 28.8 28.8 32.6 28.4 28.4 37.8 38.0 38.0 IncremntDel: 0.7 1.8 1.8 4.3 1.1 1.1 3.3 0.3 0.3 0.3 2.3 2.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 41.4 36.5 36.5 41.1 29.9 29.9 35.9 28.8 28.8 38.1 40.4 40.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.4 36.5 36.5 41.1 29.9 29.9 35.9 28.8 28.8 38.1 40.4 40.4 LOS by Move: D D+ D+ D C C D+ C C D+ D D HCM2kAvgQ: 1 8 8 7 10 10 9 7 7 1 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-28
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #14: California Street and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 239 525 229***
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

317***

1 Cycle Time (sec): 100

0 134

0 Loss Time (sec): 12

1 476 1

Critical V/C: 0.661

1 302***
1 Avg Crit Del (sec/veh): 38.5

0 94 0

Avg Delay (sec/veh): 34.5

1 40
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 47 500*** 63
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 45 485 63 229 500 234 302 476 85 40 302 134 Growth 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 Initial Bse: 45 485 63 229 500 234 302 476 85 40 302 134 Added Vol: 2 15 0 0 25 5 15 0 9 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 500 63 229 525 239 317 476 94 40 302 134 User 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 PHF 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 PHF Volume: 47 500 63 229 525 239 317 476 94 40 302 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 500 63 229 525 239 317 476 94 40 302 134 PCE 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 MLF 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 FinalVolume: 47 500 63 229 525 239 317 476 94 40 302 134 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 1.77 0.23 1.00 1.36 0.64 1.00 1.66 0.34 1.00 1.37 0.63 Final Sat.: 1750 3286 414 1750 2542 1157 1750 3089 610 1750 2562 1137 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.15 0.15 0.13 0.21 0.21 0.18 0.15 0.15 0.02 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 10.8 23.0 23.0 19.8 32.0 32.0 27.4 31.1 31.1 14.1 17.8 17.8 Volume/Cap: 0.25 0.66 0.66 0.66 0.65 0.65 0.66 0.50 0.50 0.16 0.66 0.66 Delay/Veh: 41.5 36.9 36.9 41.7 30.4 30.4 35.6 28.4 28.4 38.0 40.8 40.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.5 36.9 36.9 41.7 30.4 30.4 35.6 28.4 28.4 38.0 40.8 40.8 LOS by Move: D D+ D+ D C C D+ C C D+ D D HCM2kAvgQ: 1 8 8 7 10 10 9 7 7 1 8 8 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #15: Central Expressway and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 103 615*** 106
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Overlap Lanes: Final Vol:

164***

1 Cycle Time (sec): 167

1 164

0 Loss Time (sec): 19

0 1133 2

Critical V/C: 0.571

2 691***
0 Avg Crit Del (sec/veh): 70.8

0 163 1

Avg Delay (sec/veh): 69.1

1 286
LOS: E

Lanes: 2 0 1 1 0
Final Vol: 114*** 628 258
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 28 49 49 14 35 35 12 49 49 34 71 71 Y+R: 5.0 5.1 5.1 5.4 5.1 5.1 4.8 5.8 5.8 5.0 5.8 5.8 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 113 621 251 103 603 90 158 1125 163 269 666 158 Growth 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 Initial Bse: 113 621 251 103 603 90 158 1125 163 269 666 158 Added Vol: 1 7 7 3 12 13 6 8 0 17 25 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 114 628 258 106 615 103 164 1133 163 286 691 164 User 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 PHF 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 PHF Volume: 114 628 258 106 615 103 164 1133 163 286 691 164 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 628 258 106 615 103 164 1133 163 286 691 164 PCE 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 MLF 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 FinalVolume: 114 628 258 106 615 103 164 1133 163 286 691 164 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.40 0.60 1.00 1.71 0.29 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 2622 1077 1750 3169 531 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.24 0.24 0.06 0.19 0.19 0.09 0.30 0.09 0.16 0.18 0.09 Crit Moves: **** **** **** **** Green Time: 28.0 49.0 49.0 14.0 35.0 35.0 14.0 50.5 50.5 34.5 71.0 85.0 Volume/Cap: 0.22 0.82 0.82 0.72 0.93 0.93 1.12 0.99 0.31 0.79 0.43 0.18 Uniform Del: 60.0 54.8 54.8 74.6 64.7 64.7 76.5 57.9 44.8 62.8 33.7 22.2 IncremntDel: 0.2 4.9 4.9 16.2 17.0 17.0 109.4 23.1 0.3 11.3 0.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 60.2 59.7 59.7 90.8 81.7 81.7 185.9 80.9 45.1 74.1 33.9 22.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.2 59.7 59.7 90.8 81.7 81.7 185.9 80.9 45.1 74.1 33.9 22.3 LOS by Move: E E+ E+ F F F F F D E C- C+ HCM2kAvgQ: 3 22 22 7 22 22 12 33 7 17 12 5 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #15: Central Expressway and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 111 615*** 106
Lanes: 0 1 1 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Overlap Lanes: Final Vol:

178***

1 Cycle Time (sec): 167

1 164

0 Loss Time (sec): 19

0 1148 2

Critical V/C: 0.583

2 694***
0 Avg Crit Del (sec/veh): 76.0

0 163 1

Avg Delay (sec/veh): 71.8

1 287
LOS: E

Lanes: 2 0 1 1 0
Final Vol: 114*** 643 258
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 28 49 49 14 35 35 12 49 49 34 71 71 Y+R: 5.0 5.1 5.1 5.4 5.1 5.1 4.8 5.8 5.8 5.0 5.8 5.8 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 113 621 251 103 603 90 158 1125 163 269 666 158 Growth 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 Initial Bse: 113 621 251 103 603 90 158 1125 163 269 666 158 Added Vol: 1 22 7 3 12 21 20 23 0 18 28 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 114 643 258 106 615 111 178 1148 163 287 694 164 User 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 PHF 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 PHF Volume: 114 643 258 106 615 111 178 1148 163 287 694 164 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 643 258 106 615 111 178 1148 163 287 694 164 PCE 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 MLF 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 FinalVolume: 114 643 258 106 615 111 178 1148 163 287 694 164 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.41 0.59 1.00 1.69 0.31 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 2640 1059 1750 3134 566 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.24 0.24 0.06 0.20 0.20 0.10 0.30 0.09 0.16 0.18 0.09 Crit Moves: **** **** **** **** Green Time: 28.0 49.0 49.0 14.0 35.0 35.0 14.0 50.8 50.8 34.2 71.0 85.0 Volume/Cap: 0.22 0.83 0.83 0.72 0.94 0.94 1.21 0.99 0.31 0.80 0.43 0.18 Delay/Veh: 60.2 60.6 60.6 90.8 83.5 83.5 219.4 82.8 44.9 75.2 33.9 22.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.2 60.6 60.6 90.8 83.5 83.5 219.4 82.8 44.9 75.2 33.9 22.3 LOS by Move: E E E F F F F F D E- C- C+ HCM2kAvgQ: 3 23 23 7 22 22 15 34 7 17 12 5 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-31
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #16: Middlefield Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 116 1205 236***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

122

1 Cycle Time (sec): 110

0 146

0 Loss Time (sec): 12

1 507 2

Critical V/C: 1.035

1 352
0 Avg Crit Del (sec/veh): 81.0

0 292*** 1

Avg Delay (sec/veh): 60.4

1 469***
LOS: E

Lanes: 2 0 1 1 0
Final Vol: 234 1125*** 400
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 232 1107 390 214 1162 110 113 480 281 452 335 133 Growth 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 Initial Bse: 232 1107 390 214 1162 110 113 480 281 452 335 133 Added Vol: 2 18 10 22 43 6 9 27 11 17 17 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 234 1125 400 236 1205 116 122 507 292 469 352 146 User 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 PHF 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 PHF Volume: 234 1125 400 236 1205 116 122 507 292 469 352 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 1125 400 236 1205 116 122 507 292 469 352 146 PCE 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 MLF 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 FinalVolume: 234 1125 400 236 1205 116 122 507 292 469 352 146 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 2.00 1.46 0.54 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.40 0.60 Final Sat.: 3150 2729 970 3150 3800 1750 1750 3800 1750 1750 2614 1084 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.41 0.41 0.07 0.32 0.07 0.07 0.13 0.17 0.27 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 9.8 43.8 43.8 8.0 42.0 42.0 15.8 17.7 17.7 28.5 30.5 30.5 Volume/Cap: 0.83 1.03 1.03 1.03 0.83 0.17 0.49 0.83 1.03 1.03 0.49 0.49 Uniform Del: 49.3 33.1 33.1 51.0 30.8 22.5 43.4 44.7 46.1 40.8 33.2 33.2 IncremntDel: 18.5 33.0 33.0 69.0 4.2 0.1 1.5 9.1 62.9 51.6 0.4 0.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 67.8 66.1 66.1 120.0 35.1 22.7 44.9 53.8 109.1 92.3 33.6 33.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.8 66.1 66.1 120.0 35.1 22.7 44.9 53.8 109.1 92.3 33.6 33.6 LOS by Move: E E E F D+ C+ D D- F F C- C- HCM2kAvgQ: 5 33 33 7 19 3 5 11 17 25 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-32
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #16: Middlefield Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 116 1211 236***
Lanes: 1 0 2 0 2

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

122

1 Cycle Time (sec): 110

0 146

0 Loss Time (sec): 12

1 507 2

Critical V/C: 1.046

1 352
0 Avg Crit Del (sec/veh): 84.3

0 294*** 1

Avg Delay (sec/veh): 62.2

1 471***
LOS: E

Lanes: 2 0 1 1 0
Final Vol: 242 1147*** 407
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 232 1107 390 214 1162 110 113 480 281 452 335 133 Growth 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 Initial Bse: 232 1107 390 214 1162 110 113 480 281 452 335 133 Added Vol: 10 40 17 22 49 6 9 27 13 19 17 13 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 242 1147 407 236 1211 116 122 507 294 471 352 146 User 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 PHF 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 PHF Volume: 242 1147 407 236 1211 116 122 507 294 471 352 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 242 1147 407 236 1211 116 122 507 294 471 352 146 PCE 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 MLF 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 FinalVolume: 242 1147 407 236 1211 116 122 507 294 471 352 146 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 2.00 1.46 0.54 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.40 0.60 Final Sat.: 3150 2730 969 3150 3800 1750 1750 3800 1750 1750 2614 1084 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.42 0.42 0.07 0.32 0.07 0.07 0.13 0.17 0.27 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 10.1 44.2 44.2 7.9 41.9 41.9 15.7 17.7 17.7 28.3 30.3 30.3 Volume/Cap: 0.84 1.05 1.05 1.05 0.84 0.17 0.49 0.83 1.05 1.05 0.49 0.49 Delay/Veh: 67.8 69.4 69.4 123.7 35.3 22.7 45.0 54.1 112.5 95.9 33.8 33.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.8 69.4 69.4 123.7 35.3 22.7 45.0 54.1 112.5 95.9 33.8 33.8 LOS by Move: E E E F D+ C+ D D- F F C- C- HCM2kAvgQ: 5 34 34 7 20 3 5 11 17 25 7 7 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #17: Charleston Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 689 1226 515***
Lanes: 2 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

254

1 Cycle Time (sec): 110

0 241

0 Loss Time (sec): 12

1 876*** 1

Critical V/C: 0.995

1 246
1 Avg Crit Del (sec/veh): 72.7

0 43 0

Avg Delay (sec/veh): 52.4

1 124***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 110 794*** 214
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 110 769 199 495 1165 689 254 876 43 113 246 226 Growth 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 Initial Bse: 110 769 199 495 1165 689 254 876 43 113 246 226 Added Vol: 0 25 15 20 61 0 0 0 0 11 0 15 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 794 214 515 1226 689 254 876 43 124 246 241 User 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 PHF 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 PHF Volume: 110 794 214 515 1226 689 254 876 43 124 246 241 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 794 214 515 1226 689 254 876 43 124 246 241 PCE 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 MLF 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 FinalVolume: 110 794 214 515 1226 689 254 876 43 124 246 241 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.83 0.92 0.97 0.95 0.92 1.00 0.95 Lanes: 2.00 1.56 0.44 1.00 2.00 2.00 1.00 1.90 0.10 1.00 1.00 1.00 Final Sat.: 3150 2914 785 1750 3800 3150 1750 3527 173 1750 1899 1800 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.27 0.27 0.29 0.32 0.22 0.15 0.25 0.25 0.07 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 10.3 30.1 30.1 32.6 52.4 52.4 18.4 27.5 27.5 7.8 16.9 16.9 Volume/Cap: 0.37 0.99 0.99 0.99 0.68 0.46 0.87 0.99 0.99 0.99 0.84 0.87 Uniform Del: 46.8 39.8 39.8 38.6 22.3 19.3 44.6 41.2 41.2 51.1 45.2 45.4 IncremntDel: 0.8 26.9 26.9 38.1 1.0 0.2 23.2 28.2 28.2 78.8 10.7 13.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 47.6 66.7 66.7 76.7 23.3 19.6 67.9 69.4 69.4 129.9 55.9 59.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.6 66.7 66.7 76.7 23.3 19.6 67.9 69.4 69.4 129.9 55.9 59.1 LOS by Move: D E E E- C B- E E E F E+ E+ HCM2kAvgQ: 2 21 21 25 16 9 12 22 22 8 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 09:04:07 2021 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PP PM
Intersection #17: Charleston Road and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 689 1232 515***
Lanes: 2 0 2 0 1

Signal=Protect

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

254

1 Cycle Time (sec): 110

0 241

0 Loss Time (sec): 12

1 876*** 1

Critical V/C: 1.001

1 246
1 Avg Crit Del (sec/veh): 74.4

0 43 0

Avg Delay (sec/veh): 53.3

1 124***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 110 815*** 214
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 110 769 199 495 1165 689 254 876 43 113 246 226 Growth 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 Initial Bse: 110 769 199 495 1165 689 254 876 43 113 246 226 Added Vol: 0 46 15 20 67 0 0 0 0 11 0 15 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 815 214 515 1232 689 254 876 43 124 246 241 User 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 PHF 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 PHF Volume: 110 815 214 515 1232 689 254 876 43 124 246 241 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 815 214 515 1232 689 254 876 43 124 246 241 PCE 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 MLF 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 FinalVolume: 110 815 214 515 1232 689 254 876 43 124 246 241 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.83 0.92 0.97 0.95 0.92 1.00 0.95 Lanes: 2.00 1.57 0.43 1.00 2.00 2.00 1.00 1.90 0.10 1.00 1.00 1.00 Final Sat.: 3150 2930 769 1750 3800 3150 1750 3527 173 1750 1899 1800 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.28 0.28 0.29 0.32 0.22 0.15 0.25 0.25 0.07 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 10.3 30.6 30.6 32.3 52.6 52.6 18.3 27.3 27.3 7.8 16.8 16.8 Volume/Cap: 0.37 1.00 1.00 1.00 0.68 0.46 0.87 1.00 1.00 1.00 0.85 0.87 Delay/Veh: 47.6 68.0 68.0 78.7 23.2 19.4 69.0 71.3 71.3 132.2 56.5 59.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.6 68.0 68.0 78.7 23.2 19.4 69.0 71.3 71.3 132.2 56.5 59.9 LOS by Move: D E E E- C B- E E E F E+ E+ HCM2kAvgQ: 2 22 22 25 17 9 12 22 22 8 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Tue Sep 07 17:59:02 2021 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PM
Intersection #18: Project Driveway and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 0 1312 0
Lanes: 0 0 3 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 42

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.077

0 0
0 Avg Crit Del (sec/veh): 0.2

0 0 0

Avg Delay (sec/veh): 0.2

0 0
LOS: B

Lanes: 0 0 2 1 0
Final Vol: 0 1392 12
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1326 12 0 1258 0 0 0 0 0 0 42 Growth 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 Initial Bse: 0 1326 12 0 1258 0 0 0 0 0 0 42 Added Vol: 0 66 0 0 54 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1392 12 0 1312 0 0 0 0 0 0 42 User 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 PHF 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 PHF Volume: 0 1392 12 0 1312 0 0 0 0 0 0 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1392 12 0 1312 0 0 0 0 0 0 42 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 470 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 545 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 545 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.08 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.1 LOS by Move: * * * * * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 12.1 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #18 Project Driveway and San Antonio Road
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:59:02 2021 Page 3-39
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PP PM
Intersection #18: Project Driveway and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 0 1346 0
Lanes: 0 0 3 0 0

Signal=Stop

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 154

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.286

0 0
0 Avg Crit Del (sec/veh): 0.8

0 0 0

Avg Delay (sec/veh): 0.8

0 0
LOS: B

Lanes: 0 0 2 1 0
Final Vol: 0 1392 27
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1326 12 0 1258 0 0 0 0 0 0 42 Growth 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 Initial Bse: 0 1326 12 0 1258 0 0 0 0 0 0 42 Added Vol: 0 66 15 0 88 0 0 0 0 0 0 112 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1392 27 0 1346 0 0 0 0 0 0 154 User 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 PHF 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 PHF Volume: 0 1392 27 0 1346 0 0 0 0 0 0 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1392 27 0 1346 0 0 0 0 0 0 154 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 478 Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 539 Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 539 Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.29 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1.2 Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 14.3 LOS by Move: * * * * * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 14.3 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #18 Project Driveway and San Antonio Road
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:59:02 2021 Page 3-41
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PM
Intersection #19: Project Driveway and California Street

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 788 1

Critical V/C: 0.094

2 744
1 Avg Crit Del (sec/veh): 0.4

0 28 0

Avg Delay (sec/veh): 0.4

0 0
LOS: B

Lanes: 0 0 0 0 1
Final Vol: 0 0 56
Signal=Stop/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 56 0 0 0 0 787 28 0 738 0 Growth 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 Initial Bse: 0 0 56 0 0 0 0 787 28 0 738 0 Added Vol: 0 0 0 0 0 0 0 1 0 0 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 56 0 0 0 0 788 28 0 744 0 User 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 PHF 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 PHF Volume: 0 0 56 0 0 0 0 788 28 0 744 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 56 0 0 0 0 788 28 0 744 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 408 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 598 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 598 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.09 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.3 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 11.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 11.6 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #19 Project Driveway and California Street ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1
COMPARE Tue Sep 07 17:59:02 2021 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Background PM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PP PM
Intersection #19: Project Driveway and California Street

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 788 1

Critical V/C: 0.150

2 745
1 Avg Crit Del (sec/veh): 0.6

0 53 0

Avg Delay (sec/veh): 0.6

0 0
LOS: B

Lanes: 0 0 0 0 1
Final Vol: 0 0 88
Signal=Stop/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 56 0 0 0 0 787 28 0 738 0 Growth 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 Initial Bse: 0 0 56 0 0 0 0 787 28 0 738 0 Added Vol: 0 0 32 0 0 0 0 1 25 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 88 0 0 0 0 788 53 0 745 0 User 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 PHF 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 PHF Volume: 0 0 88 0 0 0 0 788 53 0 745 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 88 0 0 0 0 788 53 0 745 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 421 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 587 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 587 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.15 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.5 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 12.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 12.2 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #19 Project Driveway and California Street ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Attachment 1

Appendix D: Freeway Screening
Analysis

Attachment 1

Attachment 1
Table D-1: AM and PM Freeway LOS
Total Mixed HOV Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 SB Oregon Expy. San Antonio Rd. 5 3 2 D A 6900 3300 18 3 No No US 101 SB San Antonio Rd. Rengstorff Av. 5 3 2 E A 6900 3300 2 0 No No US 101 SB Rengstorff Av. Shoreline Blvd. 5 3 2 D C 6900 3300 3 1 No No US 101 SB Shoreline Blvd. SR 85 4 3 1 D A 6900 1650 3 1 No No US 101 NB SR 85 Shoreline Blvd. 6 4 2 F E 9200 3300 24 4 No No US 101 NB Shoreline Blvd. Rengstorff Av. 6 4 2 F D 9200 3300 24 4 No No US 101 NB Rengstorff Av. San Antonio Rd. 5 3 2 E D 6900 3300 12 2 No No US 101 NB San Antonio Rd. Oregon Expy. 5 3 2 F E 6900 3300 3 0 No No Total Mixed HOV Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 SB Oregon Expy. San Antonio Rd. 5 3 2 F D 6900 3300 5 1 No No US 101 SB San Antonio Rd. Rengstorff Av. 5 3 2 F D 6900 3300 12 2 No No US 101 SB Rengstorff Av. Shoreline Blvd. 5 3 2 F D 6900 3300 24 4 No No US 101 SB Shoreline Blvd. SR 85 4 3 1 F E 6900 1650 24 4 No No US 101 NB SR 85 Shoreline Blvd. 6 4 2 F D 9200 3300 7 1 No No US 101 NB Shoreline Blvd. Rengstorff Av. 6 4 2 F D 9200 3300 7 1 No No US 101 NB Rengstorff Av. San Antonio Rd. 5 3 2 F D 6900 3300 3 1 No No US 101 NB San Antonio Rd. Oregon Expy. 5 3 2 F F 6900 3300 18 3 No No From/To From/To
Number of Lanes
2018 Freeway LOS AM
Project Trips > 1% Volume Increase?
Capacity
Facility Dir From/To From/To
Number of Lanes LOS Project Trips > 1% Volume Increase? LOS Capacity
Facility Dir
US 101 -- Southbound
US 101 -- Northbound
US 101 -- Southbound
US 101 -- Northbound
2018 Freeway LOS PM
Attachment 1

Attachment 1

Appendix E: San Antonio Precise Plan
Intersection Volume and Trip
Generation Comparison

Attachment 1

Attachment 1
Table 1: San Antonio Village Phase III MTA AM Peak Hour Existing Volumes Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 175 359 173 707 98 543 213 854 140 604 177 921 351 951 155 1457 3939 Del Medio Avenue El Camino Real 0 0 0 0 59 0 186 245 121 762 0 883 63 1165 121 1349 2477 San Antonio Road El Camino Real 199 631 70 900 247 675 167 1089 241 594 149 984 366 968 199 1533 4506 Showers Drive El Camino Real 15 11 17 43 140 18 129 287 213 832 81 1126 53 1231 182 1466 2922 Ortega Avenue El Camino Real 2 0 0 2 121 0 66 187 31 951 4 986 26 1441 145 1612 2787 Rengstorff Avenue El Camino Real 0 0 0 0 359 2 182 543 55 1064 0 1119 52 1575 256 1883 3545 San Antonio Road California Street 50 902 68 1020 340 1141 145 1626 289 68 26 383 101 61 377 539 3568 Pacchetti Way California Street 77 9 11 97 13 9 90 112 39 245 127 411 13 370 6 389 1009 Showers Drive California Street 110 53 75 238 28 90 59 177 17 199 64 280 151 293 28 472 1167 Ortega Avenue California Street 57 64 50 171 68 61 26 155 7 270 53 330 22 412 48 482 1138 Rengstorff Avenue California Street 44 372 33 449 173 385 197 755 153 250 70 473 39 272 204 515 2192 Rengstorff Avenue Central Expressway 180 550 99 829 63 429 79 571 64 456 112 632 270 1264 175 1709 3741 San Antonio Road Middlefield Road 370 914 386 1670 118 1005 81 1204 72 370 294 736 495 569 129 1193 4803 Table 2A: Counted Volumes used in the San Antonio Precise Plan EIR Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 190 341 3 534 94 290 180 564 132 743 153 1028 406 1713 140 2259 4385 Del Medio Avenue El Camino Real 4 0 2 6 89 4 296 389 120 1085 8 1213 113 1595 76 1784 3392 San Antonio Road El Camino Real 236 791 48 1075 185 780 243 1208 351 645 152 1148 251 1212 134 1597 5028 Showers Drive El Camino Real 10 2 12 24 104 19 96 219 195 922 68 1185 37 1459 130 1626 3054 Ortega Avenue El Camino Real 0 1 1 2 86 7 31 124 33 1041 8 1082 35 1642 114 1791 2999 Rengstorff Avenue El Camino Real 2 0 0 2 238 12 164 414 133 1053 3 1189 68 1657 229 1954 3559 San Antonio Road California Street 40 1195 81 1316 230 976 125 1331 221 53 27 301 166 109 356 631 3579 Pacchetti Way California Street 80 4 14 98 7 5 76 88 12 209 109 330 20 519 3 542 1058 Showers Drive California Street 135 31 55 221 35 74 65 174 9 163 84 256 91 365 18 474 1125 Ortega Avenue California Street 41 26 23 90 58 56 19 133 8 224 34 266 50 437 31 518 1007 Rengstorff Avenue California Street 37 346 38 421 72 267 123 462 109 207 58 374 40 353 127 520 1777 Rengstorff Avenue Central Expressway 212 539 107 858 81 379 97 557 101 1121 63 1285 109 1317 116 1542 4242 San Antonio Road Middlefield Road 310 1021 181 1512 106 650 25 781 133 401 177 711 259 566 317 1142 4146 Table 2B: Difference between Recent Counts and Counted Volumes used in the San Antonio Precise Plan EIR Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 15 -18 -170 -173 -4 -253 -33 -290 -8 139 -24 107 55 762 -15 802 446 Del Medio Avenue El Camino Real 4 0 2 6 30 4 110 144 -1 323 8 330 50 430 -45 435 915 San Antonio Road El Camino Real 37 160 -22 175 -62 105 76 119 110 51 3 164 -115 244 -65 64 522 Showers Drive El Camino Real -5 -9 -5 -19 -36 1 -33 -68 -18 90 -13 59 -16 228 -52 160 132 Ortega Avenue El Camino Real -2 1 1 0 -35 7 -35 -63 2 90 4 96 9 201 -31 179 212 Rengstorff Avenue El Camino Real 2 0 0 2 -121 10 -18 -129 78 -11 3 70 16 82 -27 71 14 San Antonio Road California Street -10 293 13 296 -110 -165 -20 -295 -68 -15 1 -82 65 48 -21 92 11 Pacchetti Way California Street 3 -5 3 1 -6 -4 -14 -24 -27 -36 -18 -81 7 149 -3 153 49 Showers Drive California Street 25 -22 -20 -17 7 -16 6 -3 -8 -36 20 -24 -60 72 -10 2 -42 Ortega Avenue California Street -16 -38 -27 -81 -10 -5 -7 -22 1 -46 -19 -64 28 25 -17 36 -131 Rengstorff Avenue California Street -7 -26 5 -28 -101 -118 -74 -293 -44 -43 -12 -99 1 81 -77 5 -415 Rengstorff Avenue Central Expressway 32 -11 8 29 18 -50 18 -14 37 665 -49 653 -161 53 -59 -167 501 San Antonio Road Middlefield Road -60 107 -205 -158 -12 -355 -56 -423 61 31 -117 -25 -236 -3 188 -51 -657 Note: Difference is calculated as Recent Counts (from Table 1) - Counted Volumes from the San Antonio Precise Plan EIR (from Table 2A). A negative value indicates the San Antonio Precise Plan counts are less than recent counts.

Table 2C: Percent Difference between Recent Counts and Counted Volumes used in the San Antonio Precise Plan EIR (Only showing for turn movements greater than 150 vehicles) Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 8% -5% -32% -87% -18% -51% 19% -16% 10% 14% 44% 36% 10% Del Medio Avenue El Camino Real 37% 37% 30% 27% 27% 24% 27% San Antonio Road El Camino Real 16% 20% 16% -34% 13% 31% 10% 31% 8% 2% 14% -46% 20% 4% 10% Showers Drive El Camino Real -31% -9% 10% 5% 16% 10% 4% Ortega Avenue El Camino Real 9% 9% 12% 10% 7%
Rengstorff Avenue El Camino Real -51% -11% -31% -1% 6% 5% -12% 4% 0% San Antonio Road California Street 25% 22% -48% -17% -22% -31% -27% 39% -6% 15% 0% Pacchetti Way California Street -17% -25% 29% 28% 5%
Showers Drive California Street -8% -2% -22% -9% 20% 0% -4% Ortega Avenue California Street -21% -24% 6% 7% -13%
Rengstorff Avenue California Street -8% -7% -44% -63% -21% -26% 23% 1% -23% Rengstorff Avenue Central Expressway 15% -2% 3% -13% -3% 59% 51% 4% -11% 12% San Antonio Road Middlefield Road -19% 10% -113% -10% -55% -54% 8% -66% -4% -91% -1% 59% -4% -16% Note: Percent Difference is calculated as Difference between Recent Counts and Counted Volumes from the San Antonio Precise Plan EIR (from Table 2B) divided by Counted Volume in San Antonio Precise Plan EIR (from Table 2A).

Northbound Southbound Eastbound WestboundNorth/South East/West Grand Total
North/South East/West Grand
TotalNorthbound Southbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
North/South East/West Northbound Southbound Eastbound
North/South East/West Grand
Total
Grand
TotalWestbound
Attachment 1
Table 3A: Cumulative Volumes used in the San Antonio Precise Plan EIR Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 223 479 423 1125 177 290 236 703 293 2003 192 2488 406 1873 182 2461 6777 Del Medio Avenue El Camino Real 114 0 8 122 89 7 364 460 173 2365 183 2721 173 1621 76 1870 5173 San Antonio Road El Camino Real 240 1300 108 1648 574 1005 325 1904 639 1629 163 2431 251 1212 139 1602 7585 Showers Drive El Camino Real 10 2 12 24 335 19 102 456 573 1973 68 2614 37 1459 172 1668 4762 Ortega Avenue El Camino Real 0 1 1 2 221 7 71 299 174 2375 8 2557 35 1642 149 1826 4684 Rengstorff Avenue El Camino Real 2 0 0 2 291 12 187 490 349 2305 3 2657 68 1658 289 2015 5164 San Antonio Road California Street 40 1313 542 1895 976 1325 125 2426 221 93 27 341 433 114 487 1034 5696 Pacchetti Way California Street 80 4 29 113 28 23 29 80 16 1397 167 1580 39 897 3 939 2712 Showers Drive California Street 300 91 232 623 122 93 121 336 45 1204 208 1457 93 547 34 674 3090 Ortega Avenue California Street 90 28 111 229 94 69 19 182 11 1413 158 1582 102 568 31 701 2694 Rengstorff Avenue California Street 90 667 143 900 184 392 206 782 314 1191 183 1688 42 423 127 592 3962 Rengstorff Avenue Central Expressway 229 877 145 1251 151 633 142 926 186 1714 87 1987 124 1317 173 1614 5778 San Antonio Road Middlefield Road 392 1115 181 1688 106 1012 46 1164 451 467 592 1510 259 649 317 1225 5587 Table 3B: Difference between Recent Counts and Cumulative Volumes used in the San Antonio Precise Plan EIR Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 48 120 250 418 79 -253 23 -151 153 1399 15 1567 55 922 27 1004 2838 Del Medio Avenue El Camino Real 114 0 8 122 30 7 178 215 52 1603 183 1838 110 456 -45 521 2696 San Antonio Road El Camino Real 41 669 38 748 327 330 158 815 398 1035 14 1447 -115 244 -60 69 3079 Showers Drive El Camino Real -5 -9 -5 -19 195 1 -27 169 360 1141 -13 1488 -16 228 -10 202 1840 Ortega Avenue El Camino Real -2 1 1 0 100 7 5 112 143 1424 4 1571 9 201 4 214 1897 Rengstorff Avenue El Camino Real 2 0 0 2 -68 10 5 -53 294 1241 3 1538 16 83 33 132 1619 San Antonio Road California Street -10 411 474 875 636 184 -20 800 -68 25 1 -42 332 53 110 495 2128 Pacchetti Way California Street 3 -5 18 16 15 14 -61 -32 -23 1152 40 1169 26 527 -3 550 1703 Showers Drive California Street 190 38 157 385 94 3 62 159 28 1005 144 1177 -58 254 6 202 1923 Ortega Avenue California Street 33 -36 61 58 26 8 -7 27 4 1143 105 1252 80 156 -17 219 1556 Rengstorff Avenue California Street 46 295 110 451 11 7 9 27 161 941 113 1215 3 151 -77 77 1770 Rengstorff Avenue Central Expressway 49 327 46 422 88 204 63 355 122 1258 -25 1355 -146 53 -2 -95 2037 San Antonio Road Middlefield Road 22 201 -205 18 -12 7 -35 -40 379 97 298 774 -236 80 188 32 784 Note: Difference is calculated as Cumulative Volumes (from Table 3A) - Counted Volumes from the San Antonio Precise Plan EIR (from Table 2A). A negative value indicates the San Antonio Precise Plan counts are less than recent counts.

Table 3C: Percent Difference between 2020 Volumes and Counted Volumes used in the City Place Santa Clara EIR (Only showing for turn movements greater than 150 vehicles) Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 22% 25% 59% 37% 45% -87% 10% -21% 52% 70% 8% 63% 14% 49% 15% 41% 42% Del Medio Avenue El Camino Real 49% 47% 30% 68% 100% 68% 64% 28% 28% 52% San Antonio Road El Camino Real 17% 51% 45% 57% 33% 49% 43% 62% 64% 9% 60% -46% 20% 4% 41% Showers Drive El Camino Real 58% 37% 63% 58% 57% 16% -6% 12% 39% Ortega Avenue El Camino Real 45% 37% 82% 60% 61% 12% 12% 40% Rengstorff Avenue El Camino Real -23% 3% -11% 84% 54% 58% 5% 11% 7% 31% San Antonio Road California Street 31% 87% 46% 65% 14% 33% -31% -12% 77% 23% 48% 37% Pacchetti Way California Street 82% 24% 74% 59% 59% 63% Showers Drive California Street 63% 68% 62% 47% 83% 69% 81% 46% 30% 62% Ortega Avenue California Street 25% 15% 81% 66% 79% 27% 31% 58% Rengstorff Avenue California Street 44% 50% 6% 2% 4% 3% 51% 79% 62% 72% 36% 13% 45% Rengstorff Avenue Central Expressway 21% 37% 34% 58% 32% 38% 66% 73% 68% 4% -1% -6% 35% San Antonio Road Middlefield Road 6% 18% -113% 1% 1% -3% 84% 21% 50% 51% -91% 12% 59% 3% 14% Note: Percent Difference is calculated as Difference between 2020 Volumes and Counted Volumes from the San Antonio Precise Plan EIR (from Table 3B) divided by Counted Volume in San Antonio Precise Plan EIR (from Table 2A).

Northbound Southbound Eastbound Westbound
Northbound Southbound Eastbound WestboundNorth/South East/West Grand Total
North/South East/West Grand
Total
Northbound Southbound Eastbound WestboundNorth/South East/West Grand Total
Attachment 1
Table 4: San Antonio Village Phase III MTA PM Peak Hour Existing Volumes Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 148 470 461 1079 159 319 176 654 194 1154 181 1529 272 883 189 1344 4606 Del Medio Avenue El Camino Real 0 2 0 2 46 0 95 141 113 1630 2 1745 91 1139 133 1363 3251 San Antonio Road El Camino Real 179 687 88 954 364 613 166 1143 420 1179 203 1802 402 923 222 1547 5446 Showers Drive El Camino Real 63 15 73 151 264 37 176 477 320 1489 100 1909 101 1130 216 1447 3984 Ortega Avenue El Camino Real 5 3 3 11 75 3 55 133 71 1798 0 1869 12 1270 113 1395 3408 Rengstorff Avenue El Camino Real 3 0 0 3 364 0 136 500 196 1642 0 1838 123 1378 352 1853 4194 San Antonio Road California Street 40 1232 96 1368 613 1157 234 2004 227 106 25 358 76 71 591 738 4468 Pacchetti Way California Street 209 10 40 259 7 7 80 94 20 518 236 774 38 455 5 498 1625 Showers Drive California Street 163 46 239 448 85 71 55 211 20 403 110 533 173 322 28 523 1715 Ortega Avenue California Street 35 27 70 132 60 30 22 112 13 730 70 813 33 471 55 559 1616 Rengstorff Avenue California Street 45 485 63 593 229 500 234 963 302 476 85 863 40 302 134 476 2895 Rengstorff Avenue Central Expressway 113 621 251 985 103 603 90 796 158 1125 163 1446 269 666 158 1093 4320 San Antonio Road Middlefield Road 232 1107 390 1729 214 1162 110 1486 113 480 281 874 452 335 133 920 5009 Table 5A: Counted Volumes used in the San Antonio Precise Plan EIR Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 176 300 509 985 165 290 123 578 120 1768 184 2072 298 1073 102 1473 5108 Del Medio Avenue El Camino Real 5 3 19 27 48 0 102 150 129 2038 2 2169 62 1243 129 1434 3780 San Antonio Road El Camino Real 181 519 123 823 357 757 263 1377 566 1611 236 2413 338 862 159 1359 5972 Showers Drive El Camino Real 68 29 98 195 232 34 151 417 300 1572 164 2036 89 1087 229 1405 4053 Ortega Avenue El Camino Real 11 3 13 27 74 5 54 133 42 1952 7 2001 22 1346 79 1447 3608 Rengstorff Avenue El Camino Real 13 8 6 27 302 2 146 450 224 2012 5 2241 67 1229 205 1501 4219 San Antonio Road California Street 70 1027 155 1252 394 1091 155 1640 151 123 22 296 135 88 389 612 3800 Pacchetti Way California Street 176 9 55 240 24 23 25 72 19 418 208 645 40 492 17 549 1506 Showers Drive California Street 203 41 162 406 79 61 31 171 13 419 79 511 130 341 32 503 1591 Ortega Avenue California Street 50 27 44 121 51 29 19 99 49 629 20 698 31 461 41 533 1451 Rengstorff Avenue California Street 58 279 67 404 167 398 170 735 151 504 68 723 49 396 96 541 2403 Rengstorff Avenue Central Expressway 109 391 118 618 148 471 41 660 119 1256 135 1510 144 1135 140 1419 4207 San Antonio Road Middlefield Road 276 814 248 1338 220 1051 80 1351 96 545 268 909 291 792 143 1226 4824 Table 5B: Difference between Recent Counts and Counted Volumes used in the San Antonio Precise Plan EIR Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 28 -170 48 -94 6 -29 -53 -76 -74 614 3 543 26 190 -87 129 502 Del Medio Avenue El Camino Real 5 1 19 25 2 0 7 9 16 408 0 424 -29 104 -4 71 529 San Antonio Road El Camino Real 2 -168 35 -131 -7 144 97 234 146 432 33 611 -64 -61 -63 -188 526 Showers Drive El Camino Real 5 14 25 44 -32 -3 -25 -60 -20 83 64 127 -12 -43 13 -42 69 Ortega Avenue El Camino Real 6 0 10 16 -1 2 -1 0 -29 154 7 132 10 76 -34 52 200 Rengstorff Avenue El Camino Real 10 8 6 24 -62 2 10 -50 28 370 5 403 -56 -149 -147 -352 25 San Antonio Road California Street 30 -205 59 -116 -219 -66 -79 -364 -76 17 -3 -62 59 17 -202 -126 -668 Pacchetti Way California Street -33 -1 15 -19 17 16 -55 -22 -1 -100 -28 -129 2 37 12 51 -119 Showers Drive California Street 40 -5 -77 -42 -6 -10 -24 -40 -7 16 -31 -22 -43 19 4 -20 -124 Ortega Avenue California Street 15 0 -26 -11 -9 -1 -3 -13 36 -101 -50 -115 -2 -10 -14 -26 -165 Rengstorff Avenue California Street 13 -206 4 -189 -62 -102 -64 -228 -151 28 -17 -140 9 94 -38 65 -492 Rengstorff Avenue Central Expressway -4 -230 -133 -367 45 -132 -49 -136 -39 131 -28 64 -125 469 -18 326 -113 San Antonio Road Middlefield Road 44 -293 -142 -391 6 -111 -30 -135 -17 65 -13 35 -161 457 10 306 -185 Note: Difference is calculated as Recent Counts (from Table 4) - Counted Volumes from the San Antonio Precise Plan EIR (from Table 5A). A negative value indicates the San Antonio Precise Plan counts are less than recent counts.

Table 5C: Percent Difference between Recent Counts and Counted Volumes used in the San Antonio Precise Plan EIR (Only showing for turn movements greater than 150 vehicles) Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 16% -57% 9% -10% 4% -10% -13% 35% 2% 26% 9% 18% 9% 10% Del Medio Avenue El Camino Real 20% 20% 8% 5% 14%
San Antonio Road El Camino Real 1% -32% -16% -2% 19% 37% 17% 26% 27% 14% 25% -19% -7% -40% -14% 9% Showers Drive El Camino Real 23% -14% -17% -14% -7% 5% 39% 6% -4% 6% -3% 2% Ortega Avenue El Camino Real 8% 7% 6% 4% 6%
Rengstorff Avenue El Camino Real -21% -11% 13% 18% 18% -12% -72% -23% 1% San Antonio Road California Street -20% 38% -9% -56% -6% -51% -22% -50% -21% -52% -21% -18% Pacchetti Way California Street -19% -8% -24% -13% -20% 8% 9% -8% Showers Drive California Street 20% -48% -10% -23% 4% -4% 6% -4% -8% Ortega Avenue California Street -16% -16% -2% -5% -11%
Rengstorff Avenue California Street -74% -47% -37% -26% -38% -31% -100% 6% -19% 24% 12% -20% Rengstorff Avenue Central Expressway -59% -59% -28% -21% 10% 4% 41% 23% -3% San Antonio Road Middlefield Road 16% -36% -57% -29% 3% -11% -10% 12% -5% 4% -55% 58% 25% -4% Note: Percent Difference is calculated as Difference between Recent Counts and Counted Volumes from the San Antonio Precise Plan EIR (from Table 5B) divided by Counted Volume in San Antonio Precise Plan EIR (from Table 5A).

Grand
TotalNorthbound Southbound Eastbound Westbound
Northbound Southbound EastboundNorth/South East/West
North/South East/West
Grand
Total
Grand
TotalNorthbound SouthboundNorth/South East/West
Grand
TotalNorthbound Southbound EastboundNorth/South East/West PM Peak Hour
PM Peak Hour
PM Peak Hour
PM Peak Hour
Westbound
Westbound
Eastbound Westbound
Attachment 1
Table 6A: Cumulative Volumes used in the San Antonio Precise Plan EIR Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 241 468 509 1218 254 690 386 1330 290 1899 297 2486 535 2520 279 3334 8368 Del Medio Avenue El Camino Real 8 3 19 30 48 0 261 309 315 2060 4 2379 71 2933 184 3188 5906 San Antonio Road El Camino Real 207 807 123 1137 624 757 631 2012 595 1611 236 2442 340 2214 576 3130 8721 Showers Drive El Camino Real 68 29 98 195 281 34 363 678 482 1648 164 2294 89 2652 436 3177 6344 Ortega Avenue El Camino Real 11 3 13 27 88 5 79 172 42 2008 7 2057 22 3102 119 3243 5499 Rengstorff Avenue El Camino Real 13 9 6 28 377 4 820 1201 306 2012 5 2323 67 2346 538 2951 6503 San Antonio Road California Street 85 1346 436 1867 1022 1212 176 2410 160 272 22 454 346 232 1109 1687 6418 Pacchetti Way California Street 269 9 85 363 28 23 29 80 19 1434 258 1711 45 1490 17 1552 3706 Showers Drive California Street 286 41 242 569 94 61 35 190 24 1408 135 1567 254 1234 67 1555 3881 Ortega Avenue California Street 79 27 70 176 55 29 20 104 30 1688 50 1768 37 1500 75 1612 3660 Rengstorff Avenue California Street 196 543 174 2720 167 711 170 3580 262 1165 397 820 347 1336 199 1630 8750 Rengstorff Avenue Central Expressway 240 740 153 1133 167 850 77 1094 132 1256 165 1553 211 1737 186 2134 5914 San Antonio Road Middlefield Road 671 1150 248 2069 220 1209 319 1748 395 586 536 1517 291 815 143 1249 6583 Table 6B: Difference between Recent Counts and Cumulative Volumes used in the San Antonio Precise Plan EIR Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 93 -2 48 139 95 371 210 676 96 745 116 957 263 1637 90 1990 3762 Del Medio Avenue El Camino Real 8 1 19 28 2 0 166 168 202 430 2 634 -20 1794 51 1825 2655 San Antonio Road El Camino Real 28 120 35 183 260 144 465 869 175 432 33 640 -62 1291 354 1583 3275 Showers Drive El Camino Real 5 14 25 44 17 -3 187 201 162 159 64 385 -12 1522 220 1730 2360 Ortega Avenue El Camino Real 6 0 10 16 13 2 24 39 -29 210 7 188 10 1832 6 1848 2091 Rengstorff Avenue El Camino Real 10 9 6 25 13 4 684 701 110 370 5 485 -56 968 186 1098 2309 San Antonio Road California Street 45 114 340 499 409 55 -58 406 -67 166 -3 96 270 161 518 949 1950 Pacchetti Way California Street 60 -1 45 104 21 16 -51 -14 -1 916 22 937 7 1035 12 1054 2081 Showers Drive California Street 123 -5 3 121 9 -10 -20 -21 4 1005 25 1034 81 912 39 1032 2166 Ortega Avenue California Street 44 0 0 44 -5 -1 -2 -8 17 958 -20 955 4 1029 20 1053 2044 Rengstorff Avenue California Street 151 58 111 2127 -62 211 -64 2617 -40 689 312 -43 307 1034 65 1154 5855 Rengstorff Avenue Central Expressway 127 119 -98 148 64 247 -13 298 -26 131 2 107 -58 1071 28 1041 1594 San Antonio Road Middlefield Road 439 43 -142 340 6 47 209 262 282 106 255 643 -161 480 10 329 1574 Note: Difference is calculated as 2020 Volumes (from Table 6A) - Counted Volumes from the City Place Santa Clara EIR (from Table 5A). A negative value indicates the City Place counts are less than recent counts.

Table 6C: Percent Difference between 2020 Volumes and Counted Volumes used in the City Place Santa Clara EIR (Only showing for turn movements greater than 150 vehicles) Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru Right Total Arastradero Rd-Charleston Rd El Camino Real 39% 0% 9% 11% 37% 54% 54% 51% 33% 39% 39% 38% 49% 65% 32% 60% 45% Del Medio Avenue El Camino Real 64% 54% 64% 21% 27% 61% 28% 57% 45% San Antonio Road El Camino Real 14% 15% 16% 42% 19% 74% 43% 29% 27% 14% 26% -18% 58% 61% 51% 38% Showers Drive El Camino Real 23% 6% 52% 30% 34% 10% 39% 17% 57% 50% 54% 37% Ortega Avenue El Camino Real 23% 10% 9% 59% 57% 38%
Rengstorff Avenue El Camino Real 3% 83% 58% 36% 18% 21% 41% 35% 37% 36% San Antonio Road California Street 8% 78% 27% 40% 5% -33% 17% -42% 61% 21% 78% 69% 47% 56% 30% Pacchetti Way California Street 22% 29% 64% 9% 55% 69% 68% 56% Showers Drive California Street 43% 1% 21% -11% 71% 66% 32% 74% 66% 56% Ortega Avenue California Street 25% 57% 54% 69% 65% 56% Rengstorff Avenue California Street 77% 11% 64% 78% -37% 30% -38% 73% -15% 59% 79% -5% 88% 77% 33% 71% 67% Rengstorff Avenue Central Expressway 53% 16% -64% 13% 38% 29% 27% 10% 1% 7% -27% 62% 15% 49% 27% San Antonio Road Middlefield Road 65% 4% -57% 16% 3% 4% 66% 15% 71% 18% 48% 42% -55% 59% 26% 24% Note: Percent Difference is calculated as Difference between Cumulative Volumes and Counted Volumes from the San Antonio Preicse Plan EIR (from Table 6B) divided by Counted Volume in San Antonio Precise Plan EIR (from Table 5A).

Grand
Total
Grand
Total
Grand
TotalNorthbound Southbound Eastbound Westbound
Westbound
Northbound Southbound Eastbound Westbound
North/South East/West
North/South East/West
North/South East/West
PM Peak Hour
PM Peak Hour
PM Peak Hour
Northbound Southbound Eastbound
Attachment 1
Resi. (du) Retail (ksf) Office (ksf) Hotel (rm) AM In AM Out PM In PM Out San Antonio Precise Plan Trip Generation (A) 1112 554.074 934.857 167 1232 794 1621 2022 San Antonio Center Phase III (Project) (B) 12.97 169.382 117 20 40 144 San Antonio Village Phase I 330 69 75 160 256 205
San Antonio Village Phase II (as built) 149.668 360.909 167 364 98 256 466 250 San Antonio Circle 3.35 5 1 1 4
2580 California Street 632 -33 -70 -51 233 178 -13
400 San Antonio Road 583 11.171 66 242 255 148
394 Ortega Avenue 143 15 58 58 31
2645-2655 Fayette Drive 38 4 16 15 8
590 Showers Drive 14.3 9 5 25 28
334 San Antonio Road 63 2 8 26 29 18
Approved & Constructed Projects (C) 1789 213.139 294.259 167 495 839 1073 895 Net Difference (A-B-C) -677 327.965 471.216 0 620 -65 508 983 Table: SAPP TIA Trip Generation Comparison
Project
Land Use Amount Trip Generation
Attachment 1

Attachment 1

Appendix F: Background Project Trip
Generation

Attachment 1

Attachment 1
Table F-1: Background Project Trip Generation
ID City Address Description Project
Status Land Use 1 Land Use 1
Size Land Use 2 Land Use 2
Size (ksf)
Existing Land
Use 1
Existing Land Use
Size 1 (ksf)
Existing Land
Use 2
Existing Land Use
Size 2 (ksf)
Existing AM
Trips In
Existing AM
Trips Out
Existing PM
Trips In
Existing PM
Trips Out
Approved AM
Trips In
Approved AM
Trips Out
Approved PM
Trips In
Approved PM
Trips Out
Net AM Trips
In
Net AM Trips
Out
Total Net AM
Trips
Net PM Trips
In
Net PM Trips
Out
Total Net PM
Trips
MV53 MV 2300 West El Camino Real Replace existing 71-room hotel with a new 4-story 75,824 sq. ft. 153- room hotel with an expanded one-level underground parking garage Approved Hotel 153 Hotel 71 20 14 22 21 42 29 47 45 23 16 39 25 24 49 MV44 MV 1958 Latham Street 6-unit rowhouse Approved Single Family Homes 6 0 0 0 0 1 3 4 2 1 3 4 4 2 6
MV63 MV 2700 West El Camino Real
Replace existing motel and vacant restaurant buildings with 211 apartment units and 2,000 sq. ft. of ground floor commercial space with underground parking
Under
construction
Multifamily
Housing (Mid-
Rise)
211 Retail 2
High-turnover
(sit-down)
restaurant

9.6 Hotel 98 80 62 88 64 21 57 60 40 -59 -5 -64 -28 -24 -52 MV79 MV 250 San Antonio Circle
Replace existing two auto repair buildings and associated shed to construct a new 3,350 sq. ft. building for the Community School of Music and Arts
Under
construction
Junior/Communi
ty College 3.35
Automobile
Parts and
Service Center

8.367 12 4 8 11 5 2 3 3 -7 -3 -9 -4 -8 -13
MV58 MV 2580 and 2590 California Street / 201 San
Antonio Circle
Replace existing 70 ksf office building and 53 ksf of retail with 632 new residential units and 20 ksf of commercial space
Under
construction
Multifamily
Housing (Mid-
Rise)
632 Retail 20 Office 70 Retail 53 101 30 110 173 71 176 206 148 -30 145 115 96 -25 72 MV71 MV 315 and 319 Sierra Vista Avenue 15-unit rowhouse Under construction
Single Family
Homes 15 0 0 0 0 3 8 9 5 3 8 11 9 5 15
MV68 MV 1998 - 2024 Montecito Avenue Replace 3 apartments and a single-family home to construct a new 3- story 17-unit condominium development with underground parking Under
construction
Multifamily
Housing (Mid-
Rise)
17 Single Family
Homes 1
Multifamily
Housing (Low-
Rise)
3 1 2 2 1 2 5 5 3 1 3 4 3 2 5
MV73 MV 1950 Montecito Avenue 33-unit rowhouse Under
construction
Single Family
Homes 33 0 0 0 0 6 18 21 12 6 18 24 21 12 33
MV62 MV 2044 and 2054 Montecito Avenue 52-unit rowhouse Under construction
Single Family
Homes 52 0 0 0 0 10 29 32 19 10 29 38 32 19 51
MV81 MV 410 - 414 Sierra Vista Avenue 14-unit rowhouse Under construction
Single Family
Homes 14 0 0 0 0 3 8 9 5 3 8 10 9 5 14
MV76 MV 2005 Rock Street 8 rowhouse units and 7 townhome units Under construction
Single Family
Homes 15 0 0 0 0 3 8 9 5 3 8 11 9 5 15
MV77 MV 2310 Rock Street Replace 59 existing multi-family units with a new 55-unit rowhouse project
Under
construction
Single Family
Homes 55
Multifamily
Housing (Low-
Rise)
59 6 21 21 12 10 31 34 20 4 10 14 13 8 21
MV49 MV 1555 West Middlefield Road Replace existing 116-unit apartment complex to create a new 115-unit rowhouse development Approved Single Family
Homes 115
Multifamily
Housing (Low-
Rise)
116 12 41 41 24 21 64 72 42 9 23 32 31 18 49
MV57 MV 828 and 836 Sierra Vista Avenue Replace 3 existing single-family homes and one duplex with a new 20 rowhome development Approved Single Family
Homes 20 Single Family
Homes 5 1 3 3 2 4 11 12 7 3 8 11 9 5 15
MV43 MV 851 - 853 Sierra Vista Avenue Replace 3 existing single-family homes and a warehouse building with a new 9-rowhouse development Approved Single Family
Homes 9 Single Family
Homes 3 1 2 2 1 2 5 6 3 1 3 4 4 2 6
MV64 MV 858 Sierra Vista Avenue Replace an existing single-family home with four new small-lot single- family homes
Under
construction
Single Family
Homes 4 Single Family
Homes 1 0 1 1 0 1 2 2 1 1 2 2 2 1 3
MV50 MV 2019 Leghorn Street Replace 5 existing residential units and associated accessory structures with a new two-story 12,050 sq. ft. office building Approved Office 12.05 Single Family Homes 5 1 3 3 2 12 2 2 12 11 -1 10 -1 10 9
PA 4256 El Camino Real Replace an existing 3,300 sq. ft. commercial building with a new five- story approximately 51,300 sq. ft. 96-room hotel. Hotel 96 Retail 3.3 2 1 6 7 27 18 29 28 25 17 42 23 22 45 PA 3406 Hillview Avenue Demolition of existing 62,500 sf R&D Building and construction of a new 82,030 Office and R&D Building
Research and
Development
Center

62.5 Research and
Development
Center

82.03 26 9 6 34 0 0 0 0 -26 -9 -34 -6 -34 -40
PA 3215 Porter Drive 20,833 sq. ft. two-story office building with below grade parking Office 20.833 0 0 0 0 21 3 4 20 21 3 24 4 20 24 PA 788 San Antonio Avenue
Demolition of two existing on-site one-story commercial structures and contruction of a four-story mixed-use structure with 102 dwelling units and 1,803 of retail space.

Multifamily
Housing (Mid-
Rise)
102 Retail 1.803 General Light
Industrial 22.718 14 2 2 12 11 28 31 21 -3 26 23 29 9 37 PA 1451 - 1601 California Avenue New 180-unit housing development Single Family Homes 68
Multifamily
Housing (Mid-
Rise)
112 10 30 30 19 13 38 42 25 2 8 10 12 6 18
PA 380 Cambridge Avenue New three-story 35,000 sq. ft. commercial building Retail 35 0 0 0 0 20 13 64 69 20 13 33 64 69 133 PA 180 El Camino Real
Demolition of existing 76,300 sq. ft. Macy's Men's retail and existing parking replaced by 78,500 sq. ft. of new retail and approximately 28,714 sq. ft. of other new retail.

Retail 107.214 Retail 76.3 44 27 140 151 62 38 196 212 18 11 29 57 61 118 PA 620 Emerson St New 2,756 sq. ft. restaurant
High-turnover
(sit-down)
restaurant

2.756 0 0 0 0 15 12 17 10 15 12 27 17 10 27
LA 962 Acacia Avenue 3-story mixed use building with 600 sq. ft. of commercial space and 2 condominium units Approved
Multifamily
Housing (Mid-
Rise)
2 Retail 0.6 0 0 0 0 1 1 2 2 1 1 1 2 2 3
LA 4856 El Camino Real Replace two commercial buildings with a new five-story 52-unit multiple family building Approved
Multifamily
Housing (Mid-
Rise)
52 0 0 0 0 5 14 14 9 5 14 19 14 9 23
LA 425 First Street Replace existing 4,500 sq. ft. two-story office building with a new three- story 20-unit multiple-family building Approved
Multifamily
Housing (Mid-
Rise)
20 Office 4.5 4 1 1 4 2 5 5 3 -3 5 2 5 -1 4
LA 5150 El Camino Real
Replace existing 78,950 sq. ft. three-story office building with a new 196- unit multiple-family development (24 three-story townhouse units and 172 condominium units)
Approved
Multifamily
Housing (Mid-
Rise)
196 Office 78.95 79 13 15 76 18 52 53 34 -60 39 -21 38 -43 -5 LA 4898 El Camino Real
Replace existing two-story commercial building with a new five-story 21- unit (or 28 unit) multiple-family building (indicated as to be selected in 2019)
Approved
Multifamily
Housing (Mid-
Rise)
28 0 0 0 0 3 7 8 5 3 7 10 8 5 12
LA 444-450 First Street Replace existing 10,000 sq. ft. office building with new 4-story 27-unit multiple-family building Approved
Multifamily
Housing (Mid-
Rise)
27 Office 10 10 2 2 10 3 7 7 5 -7 6 -2 5 -5 0
LA 385, 387, & 389 First Street
Replace existing one-story commercial building (approximately 3,160 sq. ft.) with a new three-story mixed use building with 2,800 sq. ft. of office space and 10 condominium units
Under
construction
Multifamily
Housing (Mid-
Rise)
10 Office 2.8 Retail 3.16 2 1 6 6 4 3 3 4 2 2 4 -3 -2 -4 LA 4880 El Camino Real New five-story 21-unit multiple-family building Under construction
Multifamily
Housing (Mid-
Rise)
21 0 0 0 0 2 6 6 4 2 6 8 6 4 9
LA 97 Hillview Avenue (New Community
Center)
24,500 sq. ft. of community center space including a community room, multipurpose rooms, meeting rooms, catering kitchen, and dedicated spaces for seniors, teens, and the City-run preschool program.

Under
construction
Recreational
Community
Center

24.5 0 0 0 0 28 15 27 30 28 15 43 27 30 57
LA 517 Tyndall Street New two-story multiple-family building with three residential townhouse condominium units
Under
construction
Multifamily
Housing (Low-
Rise)
3 0 0 0 0 0 1 1 1 0 1 1 1 1 2
LA 170 State Street Interior renovation of an existing two-story mixed-use building for a new restaurant food court and office space. Building is currently vacant.

Under
construction
High-turnover
(sit-down)
restaurant

16.505 Office 16.495 0 0 0 0 107 77 103 77 107 77 183 103 77 180 Attachment 1

[this
page
left
blank
intentionally]

Attachment 1
Appendix E
Utility Impact Study
Attachment 1
Attachment 1
Attachment 1

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 (ii) Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS
Table of Contents
Executive Summary ................................................................................................................................................. 1 Chapter 1. Introduction ................................................................................................................................. 1-1

1.1. Project Description ............................................................................................................................... 1-1

1.2. Water System Analysis Approach ........................................................................................................ 1-1

1.3. Sewer System Analysis Approach......................................................................................................... 1-2

1.4. Storm Drain System Analysis Approach ............................................................................................... 1-3

1.5. Report Organization ............................................................................................................................. 1-3 Chapter 2. Water Demand Projections .......................................................................................................... 2-1

2.1. Project Water Demand......................................................................................................................... 2-1

2.1.1. Project Fire Flow Requirement..................................................................................................... 2-1

2.2. Existing Condition (2010) ..................................................................................................................... 2-2

2.2.1. Pre-Project (Baseline) Land Use and Demand ............................................................................. 2-2

2.2.2. Post-Project Incremental Demand ............................................................................................... 2-2

2.3. Future Cumulative Condition (2030) .................................................................................................... 2-3

2.3.1. Pre-Project (Baseline) Land Use and Demand ............................................................................. 2-3

2.3.2. Post-Project Land Use and Demand ............................................................................................. 2-3 Chapter 3. Water System Impact ................................................................................................................... 3-1

3.1. Demand Scenarios and Performance Criteria ...................................................................................... 3-1

3.2. Water Supply Analysis .......................................................................................................................... 3-1

3.3. Water Storage Analysis ........................................................................................................................ 3-2

3.4. Existing Condition (2010) Results ......................................................................................................... 3-2

3.4.1. Hydraulic Model Information ....................................................................................................... 3-2

3.4.2. Peak Hour Demand (PHD) – Pre and Post Project ....................................................................... 3-3

3.4.3. Maximum Day Demand with Fire Flow (MDD+FF) – Pre and Post Project .................................. 3-3

3.4.4. D
eficiencies – Pre and Post Project .............................................................................................. 3-3

3.5. Future Cumulative Condition (2030) Results ....................................................................................... 3-4

3.5.1. Hydraulic Model Information ....................................................................................................... 3-4

3.5.2. Peak Hour Demand (PHD) – Pre and Post Project ....................................................................... 3-4

3.5.3. Maximum Day Demand with Fire Flow (MDD+FF) – Pre and Post Project .................................. 3-4

3.5.4. Deficiencies – Pre and Post Project .............................................................................................. 3-4 Chapter 4. Sewer Flow Projections ................................................................................................................ 4-1

4.1. Project Sewer Flow ............................................................................................................................... 4-1

4.2. Existing Condition (2010) ..................................................................................................................... 4-1

4.2.1. Pre-Project (Baseline) ................................................................................................................... 4-1

4.2.2. Post-Project .................................................................................................................................. 4-2

4.3. Future Cumulative Condition (2030) .................................................................................................... 4-2

4.3.1. Pre-Project (Baseline) ................................................................................................................... 4-2

4.3.2. Post-Project (Baseline) ................................................................................................................. 4-3 Chapter 5. Sewer System Impact ................................................................................................................... 5-1

5.1. Scenarios and Performance Criteria .................................................................................................... 5-1

5.2. Sewer Treatment, Joint Interceptor, and San Antonio Interceptor Capacity ...................................... 5-1

5.3. Existing Condition (2010) Results ......................................................................................................... 5-2 Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 (iii) Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

5.3.1. Hydraulic Model Information ....................................................................................................... 5-2

5.3.2. Peak Wet Weather Flow (PWWF) Scenario – Pre and Post Project ............................................. 5-3

5.3.3. Deficiencies – Pre and Post Project .............................................................................................. 5-3

5.4. Future Cumulative Condition (2030) Results ....................................................................................... 5-3

5.4.1. Hydraulic Model Information ....................................................................................................... 5-3

5.4.2. Peak Wet Weather Flow (PWWF) Scenario – Pre and Post Project ............................................. 5-3

5.4.3. Deficiencies – Pre and Post Project .............................................................................................. 5-3

5.4.4. Alma Recorder Contractual Limit ................................................................................................. 5-4 Chapter 6. Storm System Impact ................................................................................................................... 6-1

6.1. Impervious Area Change and Hydrologic/Hydraulic Change ............................................................... 6-1

6.2. Project Contribution to Existing Deficiencies ....................................................................................... 6-1

List of Figures
Figure 1R: Water Model Simulations
Figure 2R: Sewer Model Simulations
Figure 1: Project Location
Figure 2: Peak Hour Demand (PHD) – Without Project – Existing Condition Figure 3: Peak Hour Demand (PHD) – With Project – Existing Condition Figure 4: MDD with Fire Flow (MDD + FF) – Without Project – Existing Condition Figure 5: MDD with Fire Flow (MDD + FF) – With Project – Existing Condition Figure 6: Peak Hour Demand (PHD) – Without Project – Future Cumulative Condition Figure 7: Peak Hour Demand (PHD) – With Project – Future Cumulative Condition Figure 8: MDD with Fire Flow (MDD + FF) – Without Project – Future Cumulative Condition Figure 9: MDD with Fire Flow (MDD + FF) – With Project – Future Cumulative Condition Figure 10: Peak Wet Weather Flow (PWWF) – Without Project – Existing Condition Figure 11: Peak Wet Weather Flow (PWWF) – With Project – Existing Condition Figure 12: Peak Wet Weather Flow (PWWF) – Without Project – Future Cumulative Condition Figure 13: Peak Wet Weather Flow (PWWF) – With Project – Future Cumulative Condition Figure 14: Storm Drain System – 10 Year Results

List of Tables
Table 2-1: Project Water Demand ...................................................................................................................... 2-1 Table 2-2: Anticipated Project Fire Flow Requirement ...................................................................................... 2-2 Table 2-3: Baseline Demand for Existing Condition (Based on Model) .............................................................. 2-2 Table 2-4: Incremental Project Demand for Existing Condition.......................................................................... 2-2 Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 (iv) Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS
Table 2-5: Baseline Demand for Future Cumulative Condition (Based on Model) ............................................. 2-3 Table 2-6: Incremental Project Demand for Future Cumulative Condition ........................................................ 2-3 Table 3-1: Peaking Factors ................................................................................................................................. 3-1 Table 3-2: Water System Performance Criteria .................................................................................................. 3-1 Table 3-3: Future Cumulative Condition Demand versus Supply ....................................................................... 3-2 Table 3-4: DDW Storage Requirements .............................................................................................................. 3-2 Table 3-5: Existing Condition Evaluated Project Fire Flow Nodes ...................................................................... 3-3 Table 3-6: Existing Condition Fire Flow Deficient Nodes Pre- and Post-Project ................................................. 3-3 Table 3-7: Future Cumulative Condition Evaluated Project Fire Flow Nodes ..................................................... 3-4 Table 3-8: Selected Future Cumulative Condition Fire Flow Deficient Nodes Pre- and Post-Project ................. 3-5 Table 4-1: Project Sewer Flow ............................................................................................................................. 4-1 Table 4-2: Baseline Flow for Existing Condition (Based on Model) .................................................................... 4-2 Table 4-3: Incremental Project Flow for Existing Condition................................................................................ 4-2 Table 4-4: Baseline Flow for Future Cumulative Condition (Based on Model) ................................................... 4-3 Table 4-5: Incremental Project Flow for Future Cumulative Condition .............................................................. 4-3 Table 5-1: Sewer System Performance Criteria .................................................................................................. 5-1 Table 5-2: RWQCP Join Facilities Capacity Rights ............................................................................................... 5-2 Table 5-3: Capacity Rights Comparison ............................................................................................................... 5-2 Table 5-4: Existing Condition Model Results – Pre and Post Project .................................................................. 5-5 Table 5-5: Future Cumulative Condition Model Results – Pre and Post Project................................................. 5-6 Table 5-6: Pipes Recommended for Upsizing and Percentage of Flow Contribution ......................................... 5-7 Table A-1: Additional Considered Projects for Future Cumulative Condition ................................................... A-1

Attachment 1

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 ES-1 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS
Executive Summary
Schaaf & Wheeler has been retained by ICF to determine impacts from the San Antonio Center – Phase III Development (Project) on the City of Mountain View's (City) water, sanitary sewer, and storm drainage systems.

The Project site is located within the San Antonio Precise Plan at the south east corner of the intersection of San Antonio Road and California Street (Figure 1). The Project proposes to build a single seven story mixed -use building with four levels of underground parking, up to 15,000 square feet of retail, and 167,352 square feet of commercial and office space. The Project will demolish two existing single -story buildings on -site currentl y utilized as office and retail.

The Project site is located within the P -(40) San Antonio Precise Plan (adopted December 2014) encompassing the San Antonio Change Area identified in the 2030 General Plan Update at the northeast intersection of San Antonio Road and California Street (Figure 1). The Project is also within the City’s Sanitary Sewer system Alma Recorder Tributary Area; flow from this area is contractually limited to two million gallons per day of peak wet weather flow (PWWF). The San Antonio Change Area Subsequent Environmental Impact Report (SEIR) analyzed the change in allowable development beyond what was analyzed in the 2030 General Plan Environmental Impact Report. The analysis herein is evaluating the incremental increase in development levels above the San Antonio Change Area. This Project proposes an amendment to remove the 400,000 gsf limit of net new office space within the Northwest San Antonio Master Plan and to facilitate a transfer of 150,000 gsf from the Los Altos School District.

Project impacts are analyzed for both Existing (2010) and Future Cumulative (2030) Condition for the sewer and water system. Hydraulic models simulating pre - and post -Project development scenarios are performed to examine hydraulic deficiencies. The Existing Condition water model is based on the 2010 Water Master Plan (WMP) and the Future Cumulative Condition is created from the 2030 General Plan – Updated Water System Modeling (GP-UWSM; Schaaf & Wheeler, June 2014) model. Both the Existing Condition model and the Future Condition model include the land use and corresponding water demands from the San Antonio Change Area SEIR. The Future Cumulative Condition model also includes City approved projects since the 2030 G eneral Plan Update UIS (GPUUIS) was adopted. The Existing Condition and Future Cumulative Condition sewer models are based on the model developed as part of the Wastewater Capacity and Alignment Study El Camino Real & San Antonio Change Areas Project 14 -48 (West Yost, 2017) model. The Future Cumulative Condition sewer model includes recommended improvement projects from the West Yost (2017) report but does not include Capital Improvement Projects (CIPs) in the 2010 SMP or 2030 GPUUIS.

Impacts to the storm drain system resulting from Project development are evaluated with the 2017 Storm Drain Master Plan (2017 SDMP) developed model. The proposed Project land use is compared with pre -Project land use to determine changes in the drainage pattern resulting from Project development.

Water System Project Impacts
The Project development does not significantly impact the water system at Existing Condition or during Future Cumulative Condition assuming all the recommended CIPs in the GP-UWSM have been constructed. The Project Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 ES-2 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS
specific fire flow requirement is anticipated to be 1,750 gpm based on building square footage, construction type, and a 50% reduction to be approved by the City Fire Marshal based on the installation of an approved fire sprinkler system. This is a conservative reduction assumption, as buildings have the potential for a 75% reduction of the required fire flow according to the California Fire Code (201 9), if approved. The required fire flow is met during Existing Condition and Future Cumulative Condition. The actual fire flow requirement may change as the planning process continues and Project specific requirements are determined by the City Fire Marshal. If Project conditions require higher fire flow than what is analyzed, revised modeling should be conducted.

Sewer System Project Impacts
In the Existing Condition pipes downstream of the Project are surcharging during PWWF according to model results. The Project adds flow to the existing deficiencies, but does not increase the number of deficient pipes.

In the Future Cumulative Condition, the sewer system does not have adequate capacity pre- or post-Project with the CIPs recommended in the Wastewater Capacity and Alignment Study El Camino Real & San Antonio Change Areas Project 14-48 (West Yost, 2017). In the report, the capacity of the sewer system within the Alma Recorder tributary area was evaluated and new infrastructure was recommended. The new infrastructure was recommended to divert flow from surcharged pipes along Sondgroth Way. Schaaf & Wheeler recommends that several pipes in the West Yost CIPs are upsized from 10-inch and 12-inch diameter to 15-inch diameter to meet the City’s d/D criteria. With these pipes upsized, all pipes meet the d/D criteria in both pre - and post-Project conditions. The Project contribution to the recommended CIPs is determined and may be used to estimate developer impact fees for fair share impact to the system.

The Project is located within the portion of the City referred to as the Alma Recorder Area that contributes flow to the Los Altos Inceptor Sewer and has a contractual limitation of two million gallons per day of PWWF. In the Existing Condition, pre-Project flow to the Alma Recorder during PWWF is 14% below the contractual limit and 13% below the contractual limit post-Project. In the Future Cumulative Condition, pre-Project flow to the Alma Recorder during PWWF is 8% below the contractual limit pre- and post-Project.

Storm System Project Impacts
The proposed Project development does not significantly impact downstream storm drain pipes. An increase in peak runoff with Project development is expected based on the increased impervious land use area compared to the existing site. However, the Project is not anticipated to result in any additional deficiencies because the post-Project peak flow is only 3% higher than pre-Project peak. Model results show that the hydraulic grade at the connection to the existing 30-inch storm main in California Street increases by 0.01 foot and does not result in additional deficiencies downstream.

The SDMP identifies some flooding downstream of the Project, and recommends one CIP between San Antonio Road and Adobe Creek. This CIP upsizes a 6.5 -foot diameter storm drain pipe to 8 -foot diameter storm drain pipe to alleviate flooding during the 10-year event when Adobe Creek levels are high. The increase in runoff does increase the modeled surcharge depth at existing locations with surcharging.

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 1-1 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Chapter 1. Introduction

1.1. Project Description
The San Antonio Center – Phase III Project (Project) proposes the construction of a mixed-use development and the demolition of existing buildings based on the Project Plan Set dated January 5, 2021, and Project Description provided March 11, 2021. The Project includes a constructing a new 7-story building, with four levels of underground parking on a 0.99 acre site. The building will provide up to 15,000 square feet of retail and 167,352 square feet of commercial/office. The new building will be dual-plumbed for future recycled water use if/when it is available in the future. The Project will demolish 2 existing buildings within the San Antonio Precise Plan Area (adopted December 2014), which provides detailed development standards set forth in the 2030 General Plan Update.

The Project also proposes an amendment to remove the 400,000 gsf limit of new office space within the Northwest San Antonio Change Area, while maintaining the total office within the San Antonio Precise Plan at 600,000 gsf of office.

1.2. Water System Analysis Approach
Project impacts are analyzed using the City’s water model for two conditions: Existing (2010) and Future Cumulative (2030). As a baseline for system performance, each condition is evaluated pre -Project for existing hydraulic deficiencies. The estimated incremental water demand resulting from Project development is added to the model and post -Project deficiencies are examined. In total, four model simulations of the water system are performed, as shown in Figure 1.

Figure 1R. Water Model Simulations

The Existing Condition model consists of the existing distribution system and operating parameters along with water demands based on existing land use from the 2010 Water Master Plan (WMP). The Future Cumulative Condition water demand is based on the 2030 General Plan Update (GPU) land use and has since been revised to include recent City approved projects not accounted for or in exceedance of the 2030 GPU projections.

Table A-1 in Appendix A provides a list of the additional considered development projects for the Existing and Water System
Existing (2010) Condition
Pre-Project
(BASELINE)
Post-Project
Future Cumulative (2030)
Condition
Pre-Project
(BASELINE)
Post-Project
Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 1-2 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Future Cumulative Conditions. The Future Cumulative Condition model includes the operating parameters from the 2030 General Plan Update (GPU) – Updated Water System Modeling (GP-USWM; Schaaf & Wheeler, June 2014) model and assumes all of the recommended CIPs in the GP-UWSM have been constructed.

1.3. Sewer System Analysis Approach
Project impacts to the sewer system are analyzed using the City’s sewer model for two conditions: Existing (2010) and Future Cumulative (2030). As a baseline for system performance, each condition is evaluated pre -Project for existing hydraulic deficiencies. The estimated incremental sewer flow resulting from Project development is added to the model and post -Project deficiencies are examined. In total, four mode l simulations of the sewer system are performed, as shown in Figure 2.

Figure 2R. Sewer Model Simulations

The Existing Condition and Future Cumulative Condition models for the sewer system are based on the model developed as part of Wastewater Capacity and Alignment Study El Camino Real & San Antonio Change Areas Project 14-48 (West Yost, 2017). This model is used in this analysis because it was developed to model the Alma Recorder tributary area in more detail than previous studies. Both the Existing Condition and Future Cumulative Condition models have been updated to reflect incremental flow increases from recent development along El Camino Real within the Alma Recorder tributary area. Table A-1 in Appendix A provides a list of the additional considered development projects for the Existing and Future Cumulative Conditions. The Future Cumulative Condition model includes incremental increases in flow from the Greystar MVSA Project and assumes the CIPs recommended in the West Yost (2017) report have been constructed per the Showers Drive Sanitary Sewer Improvement Project 35% Design Submittal (2017), which includes the relocation of the Alma Recorder further north of Alma Street. The Future Cumulative Condition also assumes a portion of CIP #32 from the GPUUIS is included – as recommended as part of the Greystar MVSA Project.

Sewer System
Existing (2010)
Condition
Pre-Project
(BASELINE)
Post-Project
Future Cumulative (2030)
Condition
Pre-Project
(BASELINE)
Post-Project
Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 1-3 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

1.4. Storm Drain System Analysis Approach
The storm drain system is evaluated for anticipate d drainage pattern changes at the Project site after development. Pre- Project conditions are ass umed to match site conditions modeled as part of the Existing Condition model developed as part of the City of Mountain View Storm Drain Master Plan (SDMP; Schaaf & Wheeler, 2019). For the post -Project condition, the catchment covering the Project site is updated with the proposed site characteristics, both in terms of land use changes and piping. Anticipated changes to the drainage patterns with the proposed site characteristics are evaluated and runoff rates after Project development are calculated. The performance of the storm drain infrastructure under both pre -Project and post -Project conditions are analyzed against a 10-year design storm based on the City’s design standards.

1.5. Report Organization
This report is organized into five following sections. Chapter 2 discusses the water demand estimates for the Project and Chapter 3 covers the impac ts and capital improvement recommendations for the water system.

Chapter 4 provides the sewer demand estimates and Chapter 5 presents the sewer system impacts. Chapter 6 discusses the storm drain system impacts.

Attachment 1

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 2-1 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Chapter 2. Water Demand Projections
This chapter discusses the water demand estimates and required fire flow for the Project development and provides a comparison to pre-Project baseline conditions. The incremental Project demand is determined for both Existing (2010) and Future Cumulative (2030) Condition, as discussed in the following sections. To remain consistent with the City -wide model, this analysis uses the estimated water demand and duty factors at the Project site from the City’s hydraulic models.

Water demand in this section represents Average Daily Demand (ADD). Water use patterns vary for different customers and at different times of the day and year. The ADD is an estimated daily average of these variations by land use type.

2.1. Project Water Demand
Parcel-level water demand for the proposed Project is estimated using the maximum square footage of retail and commercial/office identified in the Draft Project Description Provided March 11, 2021. The proposed building will include a maximum of 15,000 square feet of retail and 167,352 square feet of commercial/office space. The water demands are determined by taking the square footage for each type of usage and multiplying by the correct duty factor. The water unit duty factor for retail is taken from Table 2-1 in the 2030 GPUUIS. The water unit duty factor for commercial/office is taken from the NBSPP II Table 2-2, general office is assumed for the duty factor. Table 2-1 details the estimated Project demand.

Table 2-1: Project Water Demand
Usage Type
Square Feet
Or Dwelling
Units
Duty Factor (gpd/1000 sq ft) Water Demand
(gpd)
Retail 15,000 130 1,950
General
Commercial/office* 167,352 90 15,062
Total 17,012
*Assumes general office for the duty factor

2.1.1. Project Fire Flow Requirement
The anticipated project-specific fire flow requirement at the site is based on the 2019 California Fire Code (CFC) Appendix B, which gives the minimum fire flow requirement based on the fire -flow area and building construction type. Construction type and floor area for the Project is based on the Project Description provided March 11, 2021
Based on the California State Fire Marshal Code Interpretation 11-015 for mixed use construction, the fire flow requirement for the Project is calculated using the largest three floor areas for Construction Type 1 -B. The calculated fire flow is 3,500 gpm. A 50 percent reduction of the fire flow rate is used as the project- specific fire flow requirement in this evaluation. This is a conservative reduction estimate as up to a 75 percent reduction is allowed upon approval of an automatic sprinkler system according to CFC Section B105; the resulting fire flow Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 2-2 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

cannot be less than 1,500 gpm. The actual fire flow requirement may change as the planning process continues and Project-specific requirements are determined by the City Fire Marshal.

Table 2-2 – Anticipated Project Fire Flow Requirement
Construction
Type
Fire-Flow
Calculation Area
(sf)
CFC Required Fire
Flow (gpm)
Fire Flow with
50% Reduction
(gpm)
Fire Flow with 75%
Reduction (gpm)
I-B 109,350 3,500 1,750 1,500

2.2. Existing Condition (2010)

2.2.1. Pre-Project (Baseline) Land Use and Demand
The pre-Project (baseline) condition includes parcel -level demand adopted from the City’s InfoWater model, developed as part of the 2010 WMP. The demand in the model is calibrated against water billings records from 2005 and 2006, as further explained in t he 2010 WMP. Table 2- 3 details the model demands at the parcels, which were zoned as commercial- retail. Parcel numbers have been revised, the parcel numbers from the GPU and the newly revised parcel numbers are provided on Table 2-3.

Table 2-3: Baseline Demand for Existing Condition (Based on Model)

2.2.2. Post-Project Incremental Demand
For Project impact analysis in the Existing Condition, Project demand is added to the Existing model as an incremental difference from the pre-Project demand, as shown in Table 2-4.

Table 2-4: Incremental Project Demand for Existing Condition Existing Condition
Demand (gpd)
Pre-Project (Baseline) Demand 1,300
Project Demand 17,012
Incremental Project Demand + 15,712
Address APN
2010 Master
Plan Land Use
Designation
Acreage Existing Condition
Water Demand (gpd)
2595 California Street 147-45-021/
148-22-006 Com-Retail 0.39 413
2595 California Street 147-45-022/
148-22-007 Com-Retail 0.24 534
365 San Antonio Rd 147-45-013/
148-22-005 Com-Retail 0.3 97
405 San Antonio 147-45-016/
148-22-023 Com-Retail .06 256
Total 0.99 1,300
Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 2-3 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

2.3. Future Cumulative Condition (2030)

2.3.1. Pre-Project (Baseline) Land Use and Demand
Future Cumulative (baseline) demand for the Project is adopted from the City’s InfoWater model developed as part of the 2030 GPUUIS. In the 2030 GPUUIS model, water demands are based on the 2030 General Plan Update (GPU) land use; these demands have since been updated to include recent City approved projects which were not accounted for or were in exceedance of the 2030 GPU projections. Table 2 -5 presents the parcel level pre- project demand from the model. Whereas the Existing Condition model was populated with demand based on billing records, the Future Cumulative Condition model has a higher projected future demand for both parcels.

Table 2-5: Baseline Demand for Future Cumulative Condition (Based on Model)

2.3.2. Post-Project Land Use and Demand
The Project demand is added to the Future Cumulative Condition model as an incremental difference from the pre-Project scenarios as shown in Table 2-6.

Table 2-6: Incremental Project Demand for
Future Cumulative Condition

Future Cumulative Condition
Demand (gpd)
Pre-Project Demand 1,934
Project Demand 23,706
Incremental Project Demand 21,772

Address APN Zoning Acreage
Future Cumulative
Condition Water
Demand (gpd)
2595 California Street 147-45-021/ 148-
22-006
(P)-40 San
Antonio
Precise Plan

0.39 640
2595 California Street 147-45-022/ 148-
22-007 0.24 399
365 San Antonio Rd 147-45-013/ 148-
22-005 0.3 371
405 San Antonio 147-45-016/ 148-
22-023 .06 524
Total 0.99 1,934
Attachment 1

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 3-1 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Chapter 3. Water System Impact
Project impacts to water supply, water storage, hydraulic conveyance, and fire flow requirements are evaluated in this chapter to ensure the Project demand can be adequately met. Hydraulic conveyance and available fire flow are assessed for both Existing (2010) and Future Cumulative (2030) Condition . Water supply and water storage are evaluated for the Future Cumulative Condition.

3.1. Demand Scenarios and Performance Criteria
Hydraulic deficiencies within the water system consider two demand scenarios: Peak Hour Demand (PHD) and Maximum Day Demand with Fire Flow (MDD + FF). The MDD and PHD peaking factors from the 2010 W ater Mater Plan (WMP) are used for this analysis. As detailed in the 2010 WMP, MDD and PHD peaking factors are developed using SCADA data from peak usage months in 2006 and 2007. The peak hour occurred on the day with the largest daily demand, which was observed to be August 8, 2007. The calculated peaking factors , presented in Table 3-1, are applied to Average Day Demand (ADD).

Table 3-1: Peaking Factors
Category Peaking Factor
Maximum Day 1.71
Peak Hour 2.79

Established design criteria used to evaluate the Project impact for all scenarios are summarized in Table 3-2.

Table 3-2: Water System Performance Criteria
Criteria PHD MDD + FF
Minimum Allowable Pressure (psi) 40 20

3.2. Water Supply Analysis
The water demand from Project development in the Future Cumulative Condition is compared with the City's supply turnouts and well capacities to ensure demand can be met. The Mountain View water system is divided into three pressure zones to maintain reasonable pressures throughout the City’s rising topography moving south, further form the Bay. The Project is located in Pressure Zone 2, which is supplied by two San Francisco Public Utilities Commission (SFPUC) turnouts.

Water demand versus supply capacity by Pressure Zone is given in Table 3-3. Total capacity for Pressure Zone 2 includes peak hour turnout capacity from SFPUC Turnouts #7 and #14 and additional supply from Wells #17, #19, #22, and #20. Demand in Pressure Zone 2 can be sufficiently supplied by the turnouts; however, as discussed in the 2030 General Plan Update Utility Impact Study (IEC, 2011) surplus supply in Pressure Zone 2 will need to be routed to Pressure Zone 1 to make-up the supply deficiency in the lower Zone. The Project demand does not exceed the SAPP demand allocations, therefore it does not impact the City's ability to meet total system demand.

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 3-2 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Table 3-3: Future Cumulative Condition Demand Versus Supply Pressure Zone
2030 Future Cumulative Demand
Total Capacity
(mgd)* Pre-Project Post-Project
ADD (mgd) PHD (mgd) PHD (mgd)
1 7.98 22.26 22.26 16.56
2 8.41 23.46 23.46 30.53
3 1.62 4.52 4.52 5.10
Total 18.01 50.25 50.25 52.19
* Total Capacity from Table 3-8 in the General Plan Update Utility Impact Study (IEC, 2011)

3.3. Water Storage Analysis
Project impact to water storage volume requirements is evaluated according to the State Water Resources Control Board Division of Drinking Water (DDW). DDW requires storage equal to 8 hours of Maximum Day Demand (MDD) plus fire flow storage in each pressure zone. The required storage versus active storage in the City is detailed in Table 3-4 pre- and post-Project. The maximum active storage in the City is 17 MG. However, the City currently operates with only the operational active storage of 14.3 MG. Since the City has the storage volume available to meet DDW requirements in the Future Cumulative Condition pre - and post -Project, no additional storage improvements are recommended. In the future, when City demand and storage requirements exceed the current operating storage, the City may need to alter reservoir operation schemes.

Table 3-4: DDW Storage Requirements
Pressure
Zone
Maximum
Active
Storage*
(MG)
Operational
Active
Storage
(MG)
Fire
Flow
(MG)
Future Cumulative Condition Demand
Pre-Project Post-Project
ADD
(mgd)
8 Hours
of
MDD
(MG)
DDW
Requirement
(MG)
ADD
(mgd)
8 Hours
of MDD
(MG)
DDW
Requirement
(MG)
1 6.00 5.1 1.2 7.98 4.55 5.25 7.98 4.55 5.25
2 8.00 6.5 1.2 8.41 4.79 6.30 8.41 4.79 6.30
3 3.00 2.7 1.2 1.62 0.92 2.12 1.62 0.92 2.12
Total 17.00 14.3 3.6 18.01 10.27 13.67 18.01 10.27 13.67 * Active Storage from Table 4-2 in the General Plan Update Utility Impact Study (IEC, 2011)

3.4. Existing Condition (2010) Results

3.4.1. Hydraulic Model Information
Existing water system performance is analyzed with the demands and land use type in the City’s InfoWater model developed for the City’s 2010 WMP. It is assumed domestic and fire services for the Project will connect to the existing 10-inch diameter water main in California Street.

The Existing Condition pre-Project fire flow requirement is taken from the 2010 WMP model. The planning level (non-reduced) fire flow requirement for the pre-Project land use classification of (P)-40 San Antonio Precise Plan Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 3-3 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

is 3,500 gpm. After Project development, the Project specific required fire flow at the site is anticipated to be 1,750 gpm with an applied 50% reduction for the assumed approval of an approved automatic sprinkler system.

3.4.2. Peak Hour Demand (PHD) – Pre and Post Project
At Existing Condition, the system meets performance criteria system-wide pre-Project. The Project development does not impact system hydraulic performance under PHD.

3.4.3. Maximum Day Demand with Fire Flow (MDD+FF) – Pre and Post Project The pre-Project fire flow is set to 5,000 gpm based on parcel specific fire flows identified in the 2010 WMP. This fire flow is not met at the existing hydrant location on California Street and San Antonio Road (Model Node ID J- 246). After Project development, the anticipated Project-specific fire flow requirement of 1,750 gpm can be met at the evaluated locations as detailed in Table 3- 5. The node is still shown as deficient in the attached figures due to adjacent parcel specific fire demands still being 5,000 gpm.

Table 3-5: Existing Condition Evaluated Project Fire Flow Nodes Node
ID Location Required Fire Flow
Rate (gpm)
Available Flow
Pre-Project (gpm)
Available Flow
Post-Project (gpm)
J-246 Project Location – California Street Pre-Project: 5,000* 4,340 4,316 Post-Project: 1,750 *Fire flow of 5,000 gpm from adjacent parcels

3.4.4. Deficiencies – Pre and Post Project
With Existing Condition demands, the water system meets system design criteria under PHD and i s able to adequately supply the increased Project demand. Available fire flow pre- and post-Project at selected deficient nodes is presented in Table 3 -6. These defic iencies are independent of the Project and show minimal (<1%) impact with Project development.

Table 3-6: Selected Existing Condition Fire Flow Deficient Nodes Pre- and Post-Project Node ID Location
Required
Fire Flow
Rate
(gpm)
Available
Flow
Available
Flow
Pre-Project
(gpm)
Post-
Project
(gpm)
J-317 San Antonio Rd and El Camino Real 3,500 3,437 3,420 J-279 2630 California Street 5,000 3,597 3,579
J-259 San Antonio Rd and California St 5,000 4,412 4,386 J-225 Pachetti Way and California St 5,000 4,421 4,398
J-229 San Antonio Rd and Miller Ave 5,000 4,464 4,439
J-254 Miller Ave 5,000 4,025 4,004
J-195 462 San Antonio Rd 5,000 4,369 4,344

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 3-4 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

3.5. Future Cumulative Condition (2030) Results

3.5.1. Hydraulic Model Information
The Future Cumulative Condition model is created using water demand based on the 2030 General Plan Update (GPU) land use and includes the additional projects which were not accounted for or were in exceedance of the 2030 GPU projections. System performance is analyzed under the assumption that all recommended CIPs in the 2030 General Plan – Updated Water System Modeling (GP-UWSM; Schaaf & Wheeler, June 2014) have been constructed.

Domestic and fire services for the Project are assumed to connect to the existing 10-inch diameter water main in California Street. The Future Cumulative Condition pre-Project fire flow requirement is set to 5,000 gpm based on planning level fire demands for General Commercial Mixed-Use. The planning level flow requirement is met under pre-Project conditions. After Project development, the Project specific required fire flow at t he site is anticipated to be 1,750 gpm with an applied 50% reduction for the assumed approval of an approved automatic sprinkler system. The Project specific fire flow requirement can be met under post-Project conditions.

3.5.2. Peak Hour Demand (PHD) – Pre and Post Project
In the Future Cumulative Condition, the system meets performance criteria system-wide Pre-Project. The Project development does not impact system hydraulic performance under PHD.

3.5.3. Maximum Day Demand with Fire Flow (MDD+FF) – Pre and Post Project The pre-Project fire flow of 1,750 gpm is met at existing hydrant location on California Street and San Antonio Road (Model Node ID J-246). The node is shown as deficient due to high planning level fire flow requirement for adjacent parcels. After Project development, the anticipated Project-specific fire flow requirement of 1,750 gpm can be met at the evaluated locations as detailed in Table 3-7.

Table 3-7: Future Cumulative Condition Evaluated Project Fire Flow Nodes Node
ID Location Required Fire Flow
Rate (gpm)
Available Flow
Pre-Project (gpm)
Available Flow
Post-Project (gpm)
J-246 Project Location – California Street Pre-Project: 5,000* 5,106 5,083 Post-Project: 1,750 *Fire flow of 5,000 gpm from adjacent parcels

3.5.4. Deficiencies – Pre and Post Project
With the Future Cumulative Condition demand, the water system meets system design criteria at PHD and is able to adequately supply the increased Project demand. Available fire flow pre- and post-Project at selected deficient nodes is presented in Table 3-8. These deficiencies are independent of the Project development.

Several CIPs from the GPU are in the vicinity of the Project and provide additional conveyance to the system, including CIP #31 on Miller Avenue and CIP #32 on California Street which include upsizing 405 LF of 10-inch diameter pipe to 12-inch diameter pipe, and upsizing 375 LF of 8-inch diameter pipe to 12-inch diameter pipe respectively.

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 3-5 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Table 3-8: Selected Future Cumulative Condition Fire Flow Deficient Nodes Pre- and Post-Project Node ID Location Required Fire Flow
Rate (gpm)
Available Flow
Pre-Project
(gpm)
Available Flow
Post-Project
(gpm)
J-279 2630 California Street 5,000 4,991 4,968
J-254 Miller Ave 5,000 4,929 4,906

Attachment 1

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 4-1 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Chapter 4. Sewer Flow Projections
This chapter discusses the sewer flow estimate for Project development and provides a comparison to pre - Project baseline condition and post-Project conditions in sewer flow generation. The incremental Project flow is determined for both Existing (2010) and Future Cumulative Condition, as discussed in the following sections. The sewer generation factor for estimating Project sewer flow is taken from previous technical studies (2010 WMP, 2030 GPUUIS, and NBPPII) to remain consistent with the City-wide flow projections used in the hydraulic models.

Three types of sewer flow loading are used to model the sewer system: base wastewater flow, groundwater infiltration (GWI), and rainfall- dependent infiltration/inflow (RDI/I). GWI includes base in filtration (BI) and pumped groundwater discharged to the sewer system. RDI/I is stormwater that enters the sewer system. GWI and RDI/I values are modeled as constant flows.

Base wastewater flow (BWF) is from residential, commercial, institutional, office, and industrial sources. As described in the 2010 Sewer Master Plan (SMP), BWF is developed on an individual parcel level using the 2005 and 2006 water billing records and applying a return-to-sewer (RTS) ratio calculated for land use type. Change in BWF throughout the day due to daily use patterns is known as diurnal variation and is accounted for by applying residential and non-residential diurnal curves. BWF and diurnal curves used in this analysis are taken from the 2010 SMP to remain consistent with previous City -wide modeling. The sewer flows discussed in this section are the BWF values representing average flows and are not peaked.

4.1. Project Sewer Flow
Project generated sewer flow is estimated from the square footage provided in the Project Description provided on March 11, 2021, as show n in Table 4 -1. A re turn-to-sewer (RTS) ratio of 0.75 is applied to the retail and commercial/office water duty factor in Table 2-1 based on the 2010 Sewer Master Plan (SMP) RTS ratio. Project sewer flow is assumed to discharge to the 8-inch public main in California Street.

Table 4-1: Project Sewer Flow
Usage Type
Square Feet
Or Dwelling
Units
Sewer Duty Factor
(gpd/1000 sq ft)
Sewer Flow
(gpd)
Retail 15,000 100 1,600
General
Commercial/office 167,352 70 11,715
Total 13,215
*Assumes general office for the duty factor

4.2. Existing Condition (2010)

4.2.1. Pre-Project (Baseline)
The pre-Project (baseline) condition includes parcel-level sewer flow developed as part of Wastewater Capacity and Alignment Study El Camino Real & San Antonio Change Areas Project 14 -48 (West Yost, 2017). Table 4 -2 presents the Existing Condition pre-Project sewer flows.

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 4-2 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Table 4-2: Baseline Flow for Existing Condition (Based on Model)

4.2.2. Post-Project
For the Project impact analysis in the Existing Condition, Project sewer flow is added to the Existing Condition model as an incremental difference from Pre-Project demand. The Project incremental sewer flow is given in Table 4-3.

Table 4-3: Incremental Project Flow for Existing Condition Sewer Flow
(gpd)
Pre-Project Flow 1,239
Project Flow 13,215
Incremental Project Flow +11,976

4.3. Future Cumulative Condition (2030)

4.3.1. Pre-Project (Baseline)
The pre-Project (baseline) condition includes parcel-level sewer flow developed as part of Wastewater Capacity and Alignment Study El Camino Real & San Antonio Change Areas Project 14 -48 (West Yost, 2017). Table 4 -4 presents the Future Cumulative Condition pre-Project sewer flows.

Address APN Zoning Acreage Existing Condition
Water Demand (gpd)
2595 California Street 147-45-021/ 148-
22-006
(P)-40 San
Antonio
Precise Plan

0.39 413
2595 California Street 147-45-022/ 148-
22-007 0.24 534
365 San Antonio Rd 147-45-013/ 148-
22-005 0.3 36
405 San Antonio 147-45-016/ 148-
22-023 .06 256
Total 0.99 1,239
Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 4-3 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Table 4-4: Baseline Flow for Future Cumulative Condition (Based on Model)

4.3.2. Post-Project (Baseline)
For the Project impact analysis in the Future Cumulative Condition, Project sewer flow is added to the Future Cumulative Condition model as an incremental difference from Pre-Project demand. The Project incremental sewer flow is given in Table 4-5.

Table 4-5: Incremental Project Flow for Future Cumulative Condition Sewer Flow (gpd)
Pre-Project Flow 1,354
Project Flow 13,215
Incremental Project Flow +11,861
Address APN Zoning Acreage
Future Cumulative
Condition Water
Demand (gpd)
2595 California Street 147-45-021/ 148-
22-006
(P)-40 San
Antonio
Precise Plan

0.39 447
2595 California Street 147-45-022/ 148-
22-007 0.24 279
365 San Antonio Rd 147-45-013/ 148-
22-005 0.3 260
405 San Antonio 147-45-016/ 148-
22-023 .06 367
Total 0.99 1,354
Attachment 1

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 5-1 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Chapter 5. Sewer System Impact
The impact of Project development on the sewer system is analyzed under both Existing (2010) and Future Cumulative (2030) Conditions. The specific affected area of the sewer system begins at the Project site and continues east along California Street, north along Pachetti Way, west at the intersection of Pachetti Way and Sondgroth Way toward San Antonio Rd, north along San Antonio Rd, ultimately flowing to the Alma Recorder.

5.1. Scenarios and Performance Criteria
Sewer capacity is analyzed under Peak Wet Weather Flow (PWWF) and Average Dry Weather Flow (ADWF).

PWWF is used to determine hydraulic deficiencies according to the performance criteria in Table 5 -1. ADWF is used to determine adequacy of treatment capacity.

The ADWF scenario is developed in the model by adding BWF and GWI. Since the ADWF scenario models average daily flows, BWF and GWI are not peaked. The PWWF scenario applies the diurnal peaking curves for residential and non -residential flows and simulates system response to rainfall dependent inflow and infiltration. The diurnal peaking curves are adopted from the City’s 2010 SMP. Groundwater Infiltration (GWI) and rainfall- dependent infiltration/inflow (RDI/I) are included, but are not peaked.

Table 5-1: Sewer System Performance Criteria
Criteria Pipe Diameter
≤ 12 inch
Pipe Diameter
> 12 inch
Maximum Flow Depth/Pipe Diameter (d/D)

0.50 0.75

5.2. Sewer Treatment, Joint Interceptor, and San Antonio Interceptor Capacity Sewage generated within the City is treated at the Regional Water Quality Control Plant (RWQCP) in Palo Alto.

The sewer collection system is a gravity system with the majority of flow discharging into three main trunk lines that convey flow from the south to the north and terminate at the Shoreline Pump Station (SPS) located within the City’s Shoreline Park. Flow is then pumped to the gravity Joint Interceptor Sewer that conveys flow to the RWQCP. The remaining flow not received at the SPS is discharged to the Los Altos’ San Antonio Interceptor that also conveys flow into the Joint Interceptor.

The City entered into a joint agreement, referred to as the Basic Agreement, with the cities of Palo Alto and Los Altos in 1968 for the construction and mainten ance of the joint sewer system addressing the need for conveyance, treatment, and disposal of wastewater to meet Regional Board requirements. In accordance with the Basic Agreement, Palo Alto owns the RWQCP and administers the Basic Agreement with the partnering agencies purchasing individual capacity rights in terms of an average annual flow that can be discharged to the RWQCP. Capacity rights of the three cities can be rented or purchased from other neighboring agencies and each partnering agency can sell their capacity to others. Contractual capacity is based upon the 1985 Addendum No. 3 of the 1968 Joint Sewer System agreement that revised capacity rates in relationship to facility expansion and is based upon Average Annual Flow (defined as 1.05 times Average Dry Weather Flow). Separate service agreements with the RWQCP have since reallocated current capacity rights to include six partnering agencies.

Table 5-2 presents the current capacity rights for each agency.

Attachment 1
San Antonio Center - Phase III
Utility Impact Study

July 23, 2021 5-2 Schaaf & Wheeler

CONSULTING CIVIL ENGINEERS

Table 5-2: RWQCP Joint Facilities Capacity Rights
Partner Agency
Treatment Capacity 72-inch Joint
Interceptor Capacity
Average Annual Flow
(MGD)
Peak Wet Weather
Flow (MGD)
Palo Alto 15.3 14.59
East Palo Alto Sanitary District 3.06 0
Los Altos Hills 0.63 3.41
Stanford University 2.11 0
Mountain View 15.1 50
Los Altos 3.8 12
Total 40 80
Source: Long Range Facilities Plan for the Regional Water Quality Control Plant (Carollo, May 2012)

The City’s total capacity rights include flow leaving the City through the SPS and the amount of flow that the City discharges into the Los Altos’ San Antonio Interceptor, per the 1970 Los Altos San Antonio Trunk Sewer Capacity Agreement between the two cities. The total system-wide contractual capacity for Mountain View is evaluated in the Existing and Future Cumulative Conditions with increased Project flow. Table 5 -3 shows the City’s projected flows compared to the RWQCP Joint Facilities capacity rights.

Per the Basic Agreement, the partnering agencies agree to conduct an engineering study when their respective service area reaches 80% of their contractual capacity rights. The Future Cumulative Condition estimates that the projected demand pre -Project and post-Project will exceed the 80% capacity threshold. The required engineering study when the City reaches 80% of their capacity shall redefine the anticipated future needs of the treatment plant.

Table 5-3: Capacity Rights Comparison
RWQCP Joint
Facility
Mountain View
Contractual
Capacity (MGD)
Pre-Project Post-Project
2010
Existing
(MGD)
2030 Future
Cumulative
(MGD)
2010
Existing
(MGD)
2030 Future
Cumulative
(MGD)
Treatment 15.1 10.51 14.15 10.53 14.15
Joint Interceptor 50.0 17.3 21.91 17.34 21.91
* Treatment = Average Annual Flow (AAF), Joint Interceptor = PWWF

← All documents from this meeting