Cities Index.
Agenda packet

Milpitas City Council
May 21, 2024

Document
Agenda packet
Meeting
May 21, 2024
Body
Milpitas City Council
Pages
990
Original file
108.1 MB
Text extracted from the city's file for reading and search. Open the original on milpitasca.api.civicclerk.com. That file is the official record.

COMPARE Mon Aug 16 14:55:05 2021 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #3: MONTAGUE EXPWY/TRADE ZONE BLVD
Signal=Split/Rights=Include
Initial Vol: 83 159*** 42
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
184 1
Cycle Time (sec): 180
1 75
0 Loss Time (sec): 12
0 1898 3 Critical V/C: 1.189 2 909
0 Avg Crit Del (sec/veh): 150.6 0
1327*** 1 Avg Delay (sec/veh): 83.4 1 221***
LOS: F
Lanes: 2 1 0 0 1
Initial Vol: 626 85*** 202
Signal=Split/Rights=Include
Street Name: Trade Zone Blvd Montague Expressway
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 7 100 10 7 107 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:

Base Vol: 626 85 202 42 159 83 184 1898 1327 221 909 75 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: 626 85 202 42 159 83 184 1898 1327 221 909 75 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: 626 85 202 42 159 83 184 1898 1327 221 909 75 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: 626 85 202 42 159 83 184 1898 1327 221 909 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 626 85 202 42 159 83 184 1898 1327 221 909 75 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: 626 85 202 42 159 83 184 1898 1327 221 909 75 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 0.96 0.78 0.91 0.99 0.78 0.87 1.00 0.78 0.87 1.00 0.78 Lanes: 2.70 0.30 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 4069 552 1488 1733 1881 1488 1663 5700 1488 1663 3800 1488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.15 0.14 0.02 0.08 0.06 0.11 0.33 0.89 0.13 0.24 0.05 Crit Moves: **** **** **** ****
Green/Cycle: 0.13 0.13 0.13 0.07 0.07 0.07 0.12 0.62 0.75 0.11 0.62 0.62 Volume/Cap: 1.19 1.19 1.05 0.34 1.19 0.78 0.96 0.54 1.19 1.19 0.39 0.08 Delay/Veh: 179.3 179 156.8 79.9 213 113.2 133.2 19.5 116.6 206.0 17.4 13.9 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: 179.3 179 156.8 79.9 213 113.2 133.2 19.5 116.6 206.0 17.4 13.9 LOS by Move: F F F E F F F B F F B B
HCM2kAvgQ: 23 23 17 3 14 7 14 19 106 20 12 2
Note: Queue reported is the number of cars per lane.

Page 835 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #3: MONTAGUE EXPWY/TRADE ZONE BLVD
Signal=Split/Rights=Include
Initial Vol: 83 152*** 41
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
184 1
Cycle Time (sec): 180
1 75
0 Loss Time (sec): 12
0 1907 3 Critical V/C: 1.175 2 915
0 Avg Crit Del (sec/veh): 144.8 0
1317*** 1 Avg Delay (sec/veh): 79.9 1 217***
LOS: E
Lanes: 2 1 0 0 1
Initial Vol: 617*** 83 194
Signal=Split/Rights=Include
Street Name: Trade Zone Blvd Montague Expressway
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 7 100 10 7 107 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:

Base Vol: 617 83 194 41 152 83 184 1907 1317 217 915 75 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: 617 83 194 41 152 83 184 1907 1317 217 915 75 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: 617 83 194 41 152 83 184 1907 1317 217 915 75 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: 617 83 194 41 152 83 184 1907 1317 217 915 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 617 83 194 41 152 83 184 1907 1317 217 915 75 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: 617 83 194 41 152 83 184 1907 1317 217 915 75 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 0.96 0.78 0.91 0.99 0.78 0.87 1.00 0.78 0.87 1.00 0.78 Lanes: 2.70 0.30 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 4072 548 1488 1733 1881 1488 1663 5700 1488 1663 3800 1488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.15 0.13 0.02 0.08 0.06 0.11 0.33 0.89 0.13 0.24 0.05 Crit Moves: **** **** **** ****
Green/Cycle: 0.13 0.13 0.13 0.07 0.07 0.07 0.12 0.62 0.75 0.11 0.62 0.62 Volume/Cap: 1.18 1.18 1.01 0.34 1.18 0.81 0.96 0.54 1.18 1.18 0.39 0.08 Delay/Veh: 173.9 174 146.4 80.3 209 119.5 132.0 19.2 110.6 201.3 17.2 13.7 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: 173.9 174 146.4 80.3 209 119.5 132.0 19.2 110.6 201.3 17.2 13.7 LOS by Move: F F F F F F F B F F B B
HCM2kAvgQ: 23 23 16 3 14 7 14 19 104 20 12 2
Note: Queue reported is the number of cars per lane.

Page 836 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #4: MONTAGUE EXPWY/CAPITOL AVE
Signal=Protect/Rights=Include
Initial Vol: 67 1320 624***
Lanes: 1 0 3 0 2
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Include Vol Cnt Date: 11/8/2018 Rights=Overlap Lanes: Initial Vol:
182 2
Cycle Time (sec): 180
1 396
0 Loss Time (sec): 12
0 1520*** 4 Critical V/C: 0.603 3 961
0 Avg Crit Del (sec/veh): 98.8 0
320 1 Avg Delay (sec/veh): 69.6 2 321***
LOS: E
Lanes: 2 0 3 0 1
Initial Vol: 77 251 171***
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 7 100 10 7 90 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: 8 Nov 2018 << 5:00 - 6:00 PM Base Vol: 77 251 171 624 1320 67 182 1520 320 321 961 396 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: 77 251 171 624 1320 67 182 1520 320 321 961 396 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: 77 251 171 624 1320 67 182 1520 320 321 961 396 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.66 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: 77 251 171 624 1320 67 182 1003 320 321 961 396 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 251 171 624 1320 67 182 1003 320 321 961 396 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: 77 251 171 624 1320 67 182 1003 320 321 961 396 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 Final Sat.: 2993 5700 1488 2993 5700 1488 2993 7600 1488 2993 5700 1488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.04 0.11 0.21 0.23 0.05 0.06 0.13 0.22 0.11 0.17 0.27 Crit Moves: **** **** **** ****
Green/Cycle: 0.04 0.10 0.10 0.18 0.24 0.24 0.07 0.56 0.56 0.09 0.58 0.76 Volume/Cap: 0.63 0.44 1.14 1.14 0.95 0.19 0.86 0.24 0.39 1.14 0.29 0.35 Delay/Veh: 95.2 76.7 197.1 156.9 81.7 54.3 111.5 20.5 23.0 178.5 19.2 7.1 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: 95.2 76.7 197.1 156.9 81.7 54.3 111.5 20.5 23.0 178.5 19.2 7.1 LOS by Move: F E F F F D F C C F B A
HCM2kAvgQ: 4 5 16 29 28 3 8 7 10 16 9 8
Note: Queue reported is the number of cars per lane.

Page 837 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #4: MONTAGUE EXPWY/CAPITOL AVE
Signal=Protect/Rights=Include
Initial Vol: 72 1382 653***
Lanes: 1 0 3 0 2
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Initial Vol:
219 2
Cycle Time (sec): 180
1 396
0 Loss Time (sec): 12
0 1544*** 4 Critical V/C: 0.696 3 1018
0 Avg Crit Del (sec/veh): 92.2 0
378 1 Avg Delay (sec/veh): 72.7 2 340***
LOS: E
Lanes: 2 0 3 0 1
Initial Vol: 113 271 171***
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 7 100 10 7 90 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:

Base Vol: 113 271 171 653 1382 72 219 1544 378 340 1018 396 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: 113 271 171 653 1382 72 219 1544 378 340 1018 396 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: 113 271 171 653 1382 72 219 1544 378 340 1018 396 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: 113 271 171 653 1382 72 219 1544 378 340 1018 396 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 113 271 171 653 1382 72 219 1544 378 340 1018 396 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: 113 271 171 653 1382 72 219 1544 378 340 1018 396 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 Final Sat.: 2993 5700 1488 2993 5700 1488 2993 7600 1488 2993 5700 1488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.05 0.11 0.22 0.24 0.05 0.07 0.20 0.25 0.11 0.18 0.27 Crit Moves: **** **** **** ****
Green/Cycle: 0.04 0.10 0.10 0.18 0.24 0.24 0.08 0.56 0.56 0.10 0.57 0.75 Volume/Cap: 0.97 0.49 1.18 1.18 1.00 0.20 0.88 0.37 0.46 1.18 0.31 0.35 Delay/Veh: 160.0 77.7 213.5 173.0 92.0 54.5 109.7 22.4 24.2 193.3 20.5 7.7 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: 160.0 77.7 213.5 173.0 92.0 54.5 109.7 22.4 24.2 193.3 20.5 7.7 LOS by Move: F E F F F D F C C F C A
HCM2kAvgQ: 6 5 16 31 31 3 10 11 13 18 9 8
Note: Queue reported is the number of cars per lane.

Page 838 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #4: MONTAGUE EXPWY/CAPITOL AVE
Signal=Protect/Rights=Include
Initial Vol: 71 1391 653***
Lanes: 1 0 3 0 2
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Initial Vol:
219 2
Cycle Time (sec): 180
1 396
0 Loss Time (sec): 12
0 1538*** 4 Critical V/C: 0.696 3 1010
0 Avg Crit Del (sec/veh): 92.6 0
376 1 Avg Delay (sec/veh): 73.8 2 341***
LOS: E
Lanes: 2 0 3 0 1
Initial Vol: 119 277 171***
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 7 100 10 7 90 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:

Base Vol: 119 277 171 653 1391 71 219 1538 376 341 1010 396 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: 119 277 171 653 1391 71 219 1538 376 341 1010 396 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: 119 277 171 653 1391 71 219 1538 376 341 1010 396 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: 119 277 171 653 1391 71 219 1538 376 341 1010 396 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 119 277 171 653 1391 71 219 1538 376 341 1010 396 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: 119 277 171 653 1391 71 219 1538 376 341 1010 396 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 Final Sat.: 2993 5700 1488 2993 5700 1488 2993 7600 1488 2993 5700 1488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.05 0.11 0.22 0.24 0.05 0.07 0.20 0.25 0.11 0.18 0.27 Crit Moves: **** **** **** ****
Green/Cycle: 0.04 0.10 0.10 0.18 0.24 0.24 0.08 0.56 0.56 0.10 0.57 0.75 Volume/Cap: 1.01 0.50 1.18 1.18 1.01 0.20 0.88 0.36 0.45 1.18 0.31 0.35 Delay/Veh: 171.5 77.8 213.9 173.4 94.5 54.6 109.6 22.3 24.2 193.6 20.4 7.7 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: 171.5 77.8 213.9 173.4 94.5 54.6 109.6 22.3 24.2 193.6 20.4 7.7 LOS by Move: F E F F F D F C C F C A
HCM2kAvgQ: 7 5 16 31 31 3 10 11 13 18 9 8
Note: Queue reported is the number of cars per lane.

Page 839 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PM
Intersection #5: Montague Expressway/Sango Ct
Signal=Stop/Rights=Include
Initial Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Uncontrol Signal=Uncontrol
Initial Vol: Lanes: Rights=Include Vol Cnt Date: 6/29/2021 Rights=Include Lanes: Initial Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 1974 2 Critical V/C: 0.062 3 0
1 Avg Crit Del (sec/veh): 0.2 0
19 0 Avg Delay (sec/veh): 0.2 0 0
LOS: B
Lanes: 0 0 0 0 1
Initial Vol: 0 0 25
Signal=Stop/Rights=Include
Street Name: Sango Ct Montague Expressway
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: 29 Jun 2021 <<
Base Vol: 0 0 25 0 0 0 0 1974 19 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 0 25 0 0 0 0 1974 19 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 0 25 0 0 0 0 1974 19 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 0 25 0 0 0 0 1974 19 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 25 0 0 0 0 1974 19 0 0 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 668 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 406 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 406 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.06 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.2 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 14.5 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: 14.5 xxxxxx xxxxxx xxxxxx
ApproachLOS: B * * *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met

Page 840 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 25 0 0 0 0 1974 19 0 0 0
ApproachDel: 14.5 xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=25]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=2][total volume=2018] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 25 0 0 0 0 1974 19 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 1993
Minor Approach Volume: 25
Minor Approach Volume Threshold: 47 [less than minimum of 100] --------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Page 841 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PM
Intersection #5: Montague Expressway/Sango Ct
Signal=Stop/Rights=Include
Initial Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Uncontrol Signal=Uncontrol
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 2100 2 Critical V/C: 0.195 3 0
1 Avg Crit Del (sec/veh): 0.5 0
81 0 Avg Delay (sec/veh): 0.5 0 0
LOS: C
Lanes: 0 0 0 0 1
Initial Vol: 0 0 71
Signal=Stop/Rights=Include
Street Name: Sango Ct Montague Expressway
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 71 0 0 0 0 2100 81 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 0 71 0 0 0 0 2100 81 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 0 71 0 0 0 0 2100 81 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 0 71 0 0 0 0 2100 81 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 71 0 0 0 0 2100 81 0 0 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 741 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 363 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 363 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.20 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.7 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 17.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * C * * * * * * * * *
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: 17.3 xxxxxx xxxxxx xxxxxx
ApproachLOS: C * * *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met

Page 842 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 71 0 0 0 0 2100 81 0 0 0
ApproachDel: 17.3 xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.3]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=71]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=2][total volume=2252] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 71 0 0 0 0 2100 81 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 2181
Minor Approach Volume: 71
Minor Approach Volume Threshold: 16 [less than minimum of 100] --------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Page 843 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project PM
Intersection #5: Montague Expressway/Sango Ct
Signal=Stop/Rights=Include
Initial Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Uncontrol Signal=Uncontrol
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 2095 2 Critical V/C: 0.181 3 0
1 Avg Crit Del (sec/veh): 0.5 0
81 0 Avg Delay (sec/veh): 0.5 0 0
LOS: C
Lanes: 0 0 0 0 1
Initial Vol: 0 0 66
Signal=Stop/Rights=Include
Street Name: Sango Ct Montague Expressway
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 66 0 0 0 0 2095 81 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 0 66 0 0 0 0 2095 81 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 0 66 0 0 0 0 2095 81 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 0 66 0 0 0 0 2095 81 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 66 0 0 0 0 2095 81 0 0 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 739 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 364 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 364 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.18 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.7 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 17.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * C * * * * * * * * *
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: 17.1 xxxxxx xxxxxx xxxxxx
ApproachLOS: C * * *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met

Page 844 of 990 ends

COMPARE Mon Aug 16 14:55:05 2021 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 66 0 0 0 0 2095 81 0 0 0
ApproachDel: 17.1 xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.3]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=66]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=2][total volume=2242] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 66 0 0 0 0 2095 81 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 2176
Minor Approach Volume: 66
Minor Approach Volume Threshold: 17 [less than minimum of 100] --------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Page 845 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative PM
Intersection #1: CAPITOL AVE/MILPITAS BLVD
Signal=Protect/Rights=Include
Initial Vol: 59 1071 930***
Lanes: 0 1 2 0 1
Signal=Split Signal=Split
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
53 1
Cycle Time (sec): 180
1 1038
0 Loss Time (sec): 12
1 49*** 0 Critical V/C: 1.315 0 42***
1 Avg Crit Del (sec/veh): 221.4 0
46 0 Avg Delay (sec/veh): 135.7 2 461
LOS: F
Lanes: 1 0 3 0 1
Initial Vol: 56 731 375***
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:

Base Vol: 56 731 375 930 1071 59 53 49 46 461 42 1038
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: 56 731 375 930 1071 59 53 49 46 461 42 1038 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: 56 731 375 930 1071 59 53 49 46 461 42 1038 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: 56 731 375 930 1071 59 53 49 46 461 42 1038 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 56 731 375 930 1071 59 53 49 46 461 42 1038 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: 56 731 375 930 1071 59 53 49 46 461 42 1038 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.87 1.00 0.78 0.87 0.99 0.91 0.87 0.93 0.85 0.79 0.86 0.79 Lanes: 1.00 3.00 1.00 1.00 2.83 0.17 1.00 0.50 0.50 2.00 0.07 1.93 Final Sat.: 1663 5700 1488 1663 5335 294 1663 872 819 2993 117 2888 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.13 0.25 0.56 0.20 0.20 0.03 0.06 0.06 0.15 0.36 0.36 Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.19 0.19 0.42 0.51 0.51 0.06 0.06 0.06 0.27 0.27 0.27 Volume/Cap: 0.34 0.68 1.33 1.33 0.39 0.39 0.57 1.01 1.01 0.57 1.33 1.33 Delay/Veh: 76.9 69.7 245.5 212.2 27.2 27.2 91.4 181 180.9 57.8 224 224.4 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: 76.9 69.7 245.5 212.2 27.2 27.2 91.4 181 180.9 57.8 224 224.4 LOS by Move: E E F F C C F F F E F F
HCM2kAvgQ: 3 13 36 86 12 12 4 9 9 13 51 51
Note: Queue reported is the number of cars per lane.

Page 846 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative + Project PM
Intersection #1: CAPITOL AVE/MILPITAS BLVD
Signal=Protect/Rights=Include
Initial Vol: 62 1066 925***
Lanes: 0 1 2 0 1
Signal=Split Signal=Split
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
53 1
Cycle Time (sec): 180
1 1034***
0 Loss Time (sec): 12
1 65 0 Critical V/C: 1.333 0 72
1 Avg Crit Del (sec/veh): 226.2 0
54*** 0 Avg Delay (sec/veh): 139.1 2 456
LOS: F
Lanes: 1 0 3 0 1
Initial Vol: 58 731 375***
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:

Base Vol: 58 731 375 925 1066 62 53 65 54 456 72 1034
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: 58 731 375 925 1066 62 53 65 54 456 72 1034 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: 58 731 375 925 1066 62 53 65 54 456 72 1034 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: 58 731 375 925 1066 62 53 65 54 456 72 1034 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 58 731 375 925 1066 62 53 65 54 456 72 1034 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: 58 731 375 925 1066 62 53 65 54 456 72 1034 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.87 1.00 0.78 0.87 0.99 0.91 0.87 0.93 0.86 0.79 0.86 0.79 Lanes: 1.00 3.00 1.00 1.00 2.82 0.18 1.00 0.53 0.47 2.00 0.12 1.88 Final Sat.: 1663 5700 1488 1663 5319 309 1663 931 773 2993 197 2829 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.13 0.25 0.56 0.20 0.20 0.03 0.07 0.07 0.15 0.37 0.37 Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.19 0.19 0.42 0.51 0.51 0.06 0.06 0.06 0.27 0.27 0.27 Volume/Cap: 0.36 0.68 1.34 1.34 0.40 0.40 0.57 1.26 1.26 0.56 1.34 1.34 Delay/Veh: 77.2 69.8 247.1 214.1 27.5 27.5 91.4 261 261.4 56.9 225 225.5 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: 77.2 69.8 247.1 214.1 27.5 27.5 91.4 261 261.4 56.9 225 225.5 LOS by Move: E E F F C C F F F E F F
HCM2kAvgQ: 3 13 36 85 12 12 4 12 12 13 52 52
Note: Queue reported is the number of cars per lane.

Page 847 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative PM
Intersection #2: LUNDY/TRADE ZONE
Signal=Split/Rights=Include
Initial Vol: 30 20*** 40
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
5 1
Cycle Time (sec): 140
1 15
0 Loss Time (sec): 12
0 930 2 Critical V/C: 1.020 2 266
0 Avg Crit Del (sec/veh): 113.0 0
556*** 1 Avg Delay (sec/veh): 77.8 1 353***
LOS: E
Lanes: 1 1 0 0 1
Initial Vol: 562 22 694***
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 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:

Base Vol: 562 22 694 40 20 30 5 930 556 353 266 15
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: 562 22 694 40 20 30 5 930 556 353 266 15
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: 562 22 694 40 20 30 5 930 556 353 266 15
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: 562 22 694 40 20 30 5 930 556 353 266 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 562 22 694 40 20 30 5 930 556 353 266 15
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: 562 22 694 40 20 30 5 930 556 353 266 15
------------|---------------||---------------||---------------||---------------| 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: 1.93 0.07 1.00 1.37 0.63 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3378 132 1750 2396 1198 1750 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.17 0.40 0.02 0.02 0.02 0.00 0.24 0.32 0.20 0.07 0.01 Crit Moves: **** **** **** ****
Green/Cycle: 0.36 0.36 0.36 0.07 0.07 0.07 0.20 0.29 0.29 0.19 0.28 0.28 Volume/Cap: 0.46 0.46 1.09 0.23 0.23 0.24 0.01 0.84 1.09 1.09 0.25 0.03 Delay/Veh: 35.0 35.0 105.9 63.5 63.5 65.9 45.4 54.0 114.9 132.1 39.5 36.6 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: 35.0 35.0 105.9 63.5 63.5 65.9 45.4 54.0 114.9 132.1 39.5 36.6 LOS by Move: D D F E E E D D F F D D
HCM2kAvgQ: 10 10 43 1 1 2 0 21 36 24 4 0
Note: Queue reported is the number of cars per lane.

Page 848 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative + Project PM
Intersection #2: LUNDY/TRADE ZONE
Signal=Split/Rights=Include
Initial Vol: 26 21*** 32
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
5 1
Cycle Time (sec): 140
1 10
0 Loss Time (sec): 12
0 930 2 Critical V/C: 1.017 2 261
0 Avg Crit Del (sec/veh): 112.9 0
558*** 1 Avg Delay (sec/veh): 77.7 1 350***
LOS: E
Lanes: 1 1 0 0 1
Initial Vol: 563 17 694***
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 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:

Base Vol: 563 17 694 32 21 26 5 930 558 350 261 10
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: 563 17 694 32 21 26 5 930 558 350 261 10
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: 563 17 694 32 21 26 5 930 558 350 261 10
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: 563 17 694 32 21 26 5 930 558 350 261 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 563 17 694 32 21 26 5 930 558 350 261 10
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: 563 17 694 32 21 26 5 930 558 350 261 10
------------|---------------||---------------||---------------||---------------| 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: 1.95 0.05 1.00 1.25 0.75 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3405 103 1750 2181 1432 1750 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.17 0.40 0.01 0.01 0.01 0.00 0.24 0.32 0.20 0.07 0.01 Crit Moves: **** **** **** ****
Green/Cycle: 0.37 0.37 0.37 0.07 0.07 0.07 0.20 0.29 0.29 0.18 0.28 0.28 Volume/Cap: 0.45 0.45 1.09 0.21 0.21 0.21 0.01 0.83 1.09 1.09 0.24 0.02 Delay/Veh: 35.0 35.0 105.7 63.0 63.0 65.0 45.4 53.6 114.5 132.2 39.4 36.5 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 35.0 105.7 63.0 63.0 65.0 45.4 53.6 114.5 132.2 39.4 36.5 LOS by Move: C C F E E E D D F F D D
HCM2kAvgQ: 10 10 43 1 1 1 0 21 36 24 4 0
Note: Queue reported is the number of cars per lane.

Page 849 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative PM
Intersection #3: MONTAGUE EXPWY/TRADE ZONE BLVD
Signal=Split/Rights=Include
Initial Vol: 80 268*** 54
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
129 1
Cycle Time (sec): 180
1 77
0 Loss Time (sec): 12
0 2898 3 Critical V/C: 1.353 2 2091
0 Avg Crit Del (sec/veh): 175.7 0
1299*** 1 Avg Delay (sec/veh): 90.5 1 411***
LOS: F
Lanes: 2 1 0 0 1
Initial Vol: 588 463 392***
Signal=Split/Rights=Include
Street Name: Trade Zone Blvd Montague Expressway
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 7 100 10 7 107 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:

Base Vol: 588 463 392 54 268 80 129 2898 1299 411 2091 77 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: 588 463 392 54 268 80 129 2898 1299 411 2091 77 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: 588 463 392 54 268 80 129 2898 1299 411 2091 77 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: 588 463 392 54 268 80 129 2898 1299 411 2091 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 588 463 392 54 268 80 129 2898 1299 411 2091 77 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: 588 463 392 54 268 80 129 2898 1299 411 2091 77 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.81 0.97 0.78 0.91 0.99 0.78 0.87 1.00 0.78 0.87 1.00 0.78 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3065 1849 1488 1736 1885 1488 1663 5700 1488 1663 3800 1488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.25 0.26 0.03 0.14 0.05 0.08 0.51 0.87 0.25 0.55 0.05 Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.19 0.19 0.11 0.11 0.11 0.08 0.56 0.75 0.18 0.61 0.61 Volume/Cap: 0.98 1.29 1.35 0.30 1.35 0.51 0.98 0.92 1.16 1.35 0.91 0.09 Delay/Veh: 96.0 210 252.3 74.5 264 79.0 154.4 40.9 106.3 252.5 36.5 14.7 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: 96.0 210 252.3 74.5 264 79.0 154.4 40.9 106.3 252.5 36.5 14.7 LOS by Move: F F F E F E F D F F D B
HCM2kAvgQ: 24 40 38 3 25 5 11 50 101 40 52 2
Note: Queue reported is the number of cars per lane.

Page 850 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative + Project PM
Intersection #3: MONTAGUE EXPWY/TRADE ZONE BLVD
Signal=Split/Rights=Include
Initial Vol: 80 260*** 60
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
129 1
Cycle Time (sec): 180
1 77
0 Loss Time (sec): 12
0 2911 3 Critical V/C: 1.334 2 2093
0 Avg Crit Del (sec/veh): 171.3 0
1290*** 1 Avg Delay (sec/veh): 89.4 1 399***
LOS: F
Lanes: 2 1 0 0 1
Initial Vol: 585 459 380***
Signal=Split/Rights=Include
Street Name: Trade Zone Blvd Montague Expressway
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 7 100 10 7 107 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:

Base Vol: 585 459 380 60 260 80 129 2911 1290 399 2093 77 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: 585 459 380 60 260 80 129 2911 1290 399 2093 77 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: 585 459 380 60 260 80 129 2911 1290 399 2093 77 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: 585 459 380 60 260 80 129 2911 1290 399 2093 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 585 459 380 60 260 80 129 2911 1290 399 2093 77 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: 585 459 380 60 260 80 129 2911 1290 399 2093 77 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.81 0.97 0.78 0.91 0.99 0.78 0.87 1.00 0.78 0.87 1.00 0.78 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 Final Sat.: 3065 1849 1488 1734 1883 1488 1663 5700 1488 1663 3800 1488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.25 0.26 0.03 0.14 0.05 0.08 0.51 0.87 0.24 0.55 0.05 Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.19 0.19 0.10 0.10 0.10 0.08 0.56 0.75 0.18 0.61 0.61 Volume/Cap: 1.00 1.30 1.33 0.33 1.33 0.52 0.98 0.92 1.16 1.33 0.91 0.09 Delay/Veh: 99.7 215 245.2 75.1 257 79.6 154.2 41.3 105.4 245.3 36.5 14.7 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: 99.7 215 245.2 75.1 257 79.6 154.2 41.3 105.4 245.3 36.5 14.7 LOS by Move: F F F E F E F D F F D B
HCM2kAvgQ: 24 40 37 4 24 5 11 51 100 38 52 2
Note: Queue reported is the number of cars per lane.

Page 851 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative PM
Intersection #4: MONTAGUE EXPWY/CAPITOL AVE
Signal=Protect/Rights=Include
Initial Vol: 67 2033*** 624
Lanes: 1 0 3 0 2
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Initial Vol:
213 2
Cycle Time (sec): 180
1 396
0 Loss Time (sec): 12
0 2459*** 4 Critical V/C: 1.104 3 1845
0 Avg Crit Del (sec/veh): 275.6 0
680 1 Avg Delay (sec/veh): 187.3 2 346***
LOS: F
Lanes: 2 0 3 0 1
Initial Vol: 702*** 1041 171
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 7 100 10 7 90 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:

Base Vol: 702 1041 171 624 2033 67 213 2459 680 346 1845 396 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: 702 1041 171 624 2033 67 213 2459 680 346 1845 396 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: 702 1041 171 624 2033 67 213 2459 680 346 1845 396 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: 702 1041 171 624 2033 67 213 2459 680 346 1845 396 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 702 1041 171 624 2033 67 213 2459 680 346 1845 396 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: 702 1041 171 624 2033 67 213 2459 680 346 1845 396 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 Final Sat.: 2993 5700 1488 2993 5700 1488 2993 7600 1488 2993 5700 1488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.18 0.11 0.21 0.36 0.05 0.07 0.32 0.46 0.12 0.32 0.27 Crit Moves: **** **** **** ****
Green/Cycle: 0.13 0.15 0.15 0.17 0.19 0.19 0.08 0.56 0.56 0.06 0.54 0.71 Volume/Cap: 1.87 1.24 0.78 1.24 1.87 0.24 0.93 0.58 0.82 1.87 0.60 0.38 Delay/Veh: 480.8 194 90.1 198.0 468 62.2 121.8 26.5 39.4 496.4 28.4 10.6 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: 480.8 194 90.1 198.0 468 62.2 121.8 26.5 39.4 496.4 28.4 10.6 LOS by Move: F F F F F E F C D F C B
HCM2kAvgQ: 48 29 11 32 75 3 10 22 34 24 22 9
Note: Queue reported is the number of cars per lane.

Page 852 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative + Project PM
Intersection #4: MONTAGUE EXPWY/CAPITOL AVE
Signal=Protect/Rights=Include
Initial Vol: 67 2036*** 624
Lanes: 1 0 3 0 2
Signal=Protect Signal=Protect
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Initial Vol:
216 2
Cycle Time (sec): 180
1 396
0 Loss Time (sec): 12
0 2450*** 4 Critical V/C: 1.102 3 1830
0 Avg Crit Del (sec/veh): 275.1 0
669 1 Avg Delay (sec/veh): 187.3 2 347***
LOS: F
Lanes: 2 0 3 0 1
Initial Vol: 696*** 1041 171
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 7 100 10 7 90 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:

Base Vol: 696 1041 171 624 2036 67 216 2450 669 347 1830 396 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: 696 1041 171 624 2036 67 216 2450 669 347 1830 396 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: 696 1041 171 624 2036 67 216 2450 669 347 1830 396 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: 696 1041 171 624 2036 67 216 2450 669 347 1830 396 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 696 1041 171 624 2036 67 216 2450 669 347 1830 396 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: 696 1041 171 624 2036 67 216 2450 669 347 1830 396 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 0.79 1.00 0.78 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 Final Sat.: 2993 5700 1488 2993 5700 1488 2993 7600 1488 2993 5700 1488 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.18 0.11 0.21 0.36 0.05 0.07 0.32 0.45 0.12 0.32 0.27 Crit Moves: **** **** **** ****
Green/Cycle: 0.12 0.15 0.15 0.17 0.19 0.19 0.08 0.56 0.56 0.06 0.54 0.71 Volume/Cap: 1.87 1.24 0.78 1.24 1.87 0.24 0.93 0.58 0.81 1.87 0.59 0.38 Delay/Veh: 479.6 194 90.2 198.5 467 62.1 121.7 26.4 38.3 494.9 28.4 10.7 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: 479.6 194 90.2 198.5 467 62.1 121.7 26.4 38.3 494.9 28.4 10.7 LOS by Move: F F F F F E F C D F C B
HCM2kAvgQ: 47 29 11 32 75 3 10 21 33 24 22 9
Note: Queue reported is the number of cars per lane.

Page 853 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Cumulative PM
Intersection #5: Montague Expressway/Sango Ct
Signal=Stop/Rights=Include
Initial Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Uncontrol Signal=Uncontrol
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 3295 2 Critical V/C: 0.425 3 0
1 Avg Crit Del (sec/veh): 0.9 0
101 0 Avg Delay (sec/veh): 0.9 0 0
LOS: E
Lanes: 0 0 0 0 1
Initial Vol: 0 0 83
Signal=Stop/Rights=Include
Street Name: Sango Ct Montague Expressway
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 83 0 0 0 0 3295 101 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 0 83 0 0 0 0 3295 101 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 0 83 0 0 0 0 3295 101 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 0 83 0 0 0 0 3295 101 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 83 0 0 0 0 3295 101 0 0 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 1149 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 195 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 195 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.43 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 1.9 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 36.5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * E * * * * * * * * *
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: 36.5 xxxxxx xxxxxx xxxxxx
ApproachLOS: E * * *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met

Page 854 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 83 0 0 0 0 3295 101 0 0 0
ApproachDel: 36.5 xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.8]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=83]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=2][total volume=3479] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 83 0 0 0 0 3295 101 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 3396
Minor Approach Volume: 83
Minor Approach Volume Threshold: -136 [less than minimum of 100] --------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Page 855 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Milpitas Boulevard Extension Bridge
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Cumulative + Project PM
Intersection #5: Montague Expressway/Sango Ct
Signal=Stop/Rights=Include
Initial Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Uncontrol Signal=Uncontrol
Initial Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Initial Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 3279 2 Critical V/C: 0.394 3 0
1 Avg Crit Del (sec/veh): 0.8 0
110 0 Avg Delay (sec/veh): 0.8 0 0
LOS: D
Lanes: 0 0 0 0 1
Initial Vol: 0 0 77
Signal=Stop/Rights=Include
Street Name: Sango Ct Montague Expressway
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 77 0 0 0 0 3279 110 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 0 77 0 0 0 0 3279 110 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 0 77 0 0 0 0 3279 110 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 0 77 0 0 0 0 3279 110 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 77 0 0 0 0 3279 110 0 0 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 1148 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 195 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 195 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.39 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 1.7 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 34.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * D * * * * * * * * *
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: 34.9 xxxxxx xxxxxx xxxxxx
ApproachLOS: D * * *
Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met

Page 856 of 990 ends

COMPARE Mon Aug 16 13:50:21 2021 Page 2-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 77 0 0 0 0 3279 110 0 0 0
ApproachDel: 34.9 xxxxxx xxxxxx xxxxxx
------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.7]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=77]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=2][total volume=3466] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #5 Montague Expressway/Sango Ct
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled
Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0
Initial Vol: 0 0 77 0 0 0 0 3279 110 0 0 0
------------|---------------||---------------||---------------||---------------| Major Street Volume: 3389
Minor Approach Volume: 77
Minor Approach Volume Threshold: -136 [less than minimum of 100] --------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Page 857 of 990 ends

MITIGATION MONITORING AND REPORTING PROGRAM
South Milpitas Boulevard Bridge
File Nos. 201600
April 2024

Page 858 of 990 ends

Page | 1 File Nos.: 201600

PREFACE
Section 21081.6 of the California Environmental Quality Act (CEQA) requires a Lead Agency to adopt a Mitigation Monitoring and Reporting Program (MMRP) whenever it approves a project for which measures have been required to mitigate or avoid significant effects on the environment. The purpose of the monitoring and reporting program is to ensure compliance with the mitigation measures during project implementation.

The Initial Study prepared for the South Milpitas Boulevard Bridge project concluded that the proposed project, with implementation of the mitigation measures identified in the aforementioned Initial Study, would not result in significant effects on the environment. This MMRP addresses those measures in terms of how and when they will be implemented.

The Mitigation Measures described below, which have been developed in conjunction with the preparation of an Initial Study for the proposed project, will be implemented by the City of Milpitas Public Works Department. These mitigation measures or substantially similar measures are required to avoid or significantly reduce potential environmental impacts to a less than significant level, where feasible.

Signature: __________________________________________________________ Jay Lee, Planning Director, City of Milpitas
Date: ___________________________

Page 859 of 990 ends

Page | 2 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity

AIR QUALITY
MM AIR-3.1: The project shall implement the
following Bay Area Air Quality Management District
(BAAQMD) basic and additional construction
mitigation measures during all applicable phases of
construction:
 All exposed surfaces (e.g., parking areas, staging
areas, soil piles, graded areas, and unpaved access
roads) shall be watered at a frequency adequate to
maintain minimum soil moisture of 12 percent (i.e.,
three times a day). Moisture content shall be
verified by lab samples or moisture probe.
 All excavation, grading, and/or demolition activities shall be suspended when average wind speeds
exceed 20 mph.
 The simultaneous occurrence of excavation,
grading, and ground-disturbing construction
activities on the same area at any one time shall be
phased to reduce the amount of disturbed surfaces at
any one time.
 Wind breaks (e.g., trees, fences) shall be installed
on the windward side(s) of actively disturbed areas
of construction. Wind breaks shall have at
maximum 50 percent air porosity.

Mitigation measure MM
AIR-3.1 shall be included on
all construction drawings
and provided to all project
contractors and construction
workers.

Prior to and during all phases
of construction.

Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

Page 860 of 990 ends

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Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
 Vegetative ground cover (e.g., fast-germinating
native grass seed) shall be planted in disturbed areas
as soon as possible and watered appropriately until
vegetation is established.
 All roadways, driveways, and sidewalks to be paved
shall be completed as soon as possible. Building
pads shall be laid as soon as possible after grading
unless seeding or soil binders are used.
 All vehicle speeds on unpaved roads shall be
limited to 15 mph.
 All haul trucks transporting soil, sand, or other
loose material off-site shall be covered.
 Site accesses to a distance of 100 feet from the
paved road shall be treated with a six to 12-inch
compacted layer of wood chips, mulch, or gravel.
 All trucks and equipment, including their tires, shall be washed off prior to leaving the site.
 All visible mud or dirt track-out onto adjacent
public roads shall be removed using wet power
vacuum street sweepers at least once per day. The
use of dry power sweeping is prohibited.
 Sandbags or other erosion control measures shall be
installed to prevent silt runoff to public roadways
from sites with a slope greater than one percent.
 Idling times shall be minimized either by shutting
equipment off when not in use or reducing the

Page 861 of 990 ends

Page | 4 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
maximum idling time to two minutes (as required
by the California airborne 14 toxics control measure
Title 13, Section 2485 of California Code of
Regulations [CCR]). Clear signage shall be
provided for construction workers at all access
points.
 All construction equipment shall be maintained and
properly tuned in accordance with manufacturer’s
specifications. All equipment shall be checked by a
certified mechanic and determined to be running in
proper condition prior to operation.
 Post a publicly visible sign with the telephone
number and person to contact at the Lead Agency
regarding dust complaints. This person shall
respond and take corrective action within 48 hours.

BAAQMD’s phone number shall also be visible to
ensure compliance with applicable regulations.

MM AIR-3.2: The project shall develop a plan
demonstrating that the off-road equipment used on-site
to construct the project would achieve a fleet-wide
average 86 percent reduction in diesel particulate matter (DPM) exhaust emissions or greater.
 All diesel-powered off-road equipment, larger than
25 horsepower, operating on the site for more than
two days continuously shall, at a minimum, meet
Mitigation measure MM
AIR-3.2 shall be included on
all construction drawings
and provided to all project
contractors.

The City of Milpitas Public
Works Department shall
Prior to commencement of
construction activities.

Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

Page 862 of 990 ends

Page | 5 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
U.S. Environmental Protection Agency (EPA)
particulate matter emissions standards for Tier 4
Final engines.
 Where Tier 4 equipment is not available, all
construction equipment larger than 25 horsepower
used at the site for more than two continuous days
shall meet U.S. EPA emissions standards for Tier 3
engines and include California Air Resources
Board-certified Level 3 Diesel Particulate Filters or
equivalent that altogether achieves a 86 percent
reduction in exhaust emissions. Equipment that is
electrically powered or uses non-diesel fuels would
also meet this requirement.
submit the emissions
reduction plan to the
Director of Planning for
verification and approval.

Contractors shall verify that
the off-road equipment used
in construction complies
with the restrictions outlined
in the approved emissions
reduction plan.

BIOLOGICAL RESOURCES
MM BIO-1.1: Worker Environmental Awareness
Program. All construction personnel working on the
bridge will participate in a worker environmental
awareness program. These personnel will be informed
about the potential presence of native fish and
northwestern pond turtles within and downstream from
the project site. Prior to construction activities, a
qualified biologist will instruct all construction
personnel about (1) the description and status of these species; (2) the importance of their associated habitats; (3) a list of measures being taken to reduce impacts on Mitigation measure MM
BIO-1.1 shall be included on
all construction drawings
and provided to all project
contractors.

A qualified biologist will
implement project Worker
Environmental Awareness
Training, as outlined in
mitigation measure MM
Prior to construction. Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

Page 863 of 990 ends

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South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
these species during project construction; and (4)
procedures to be followed if a northwestern pond turtle is observed by construction personnel in or near the
project area during construction. If construction
personnel observe any turtle in an area where it is at
risk of injury or mortality due to the project, or where construction activity could prevent the turtle from
returning to perennial habitat downstream from the
project site, they will contact a qualified biologist
immediately. All project activities that could impact the turtle will stop until the biologist has arrived at the site and determined whether the turtle is a northwestern
pond turtle and (with any necessary USFWS approval)
relocated the turtle to an appropriate location
downstream.

BIO-1.1, and provide
written verification to the
City of Milpitas Department
of Planning upon
completion.

MM BIO-1.2: Preconstruction Survey and Fish
Exclusion Prior to Dewatering Activities. Prior to
conducting dewatering activities, a qualified biologist will conduct a survey of the project area to look for fish and northwestern pond turtles. If any northwestern pond turtles are detected in areas where they are at risk of injury or mortality due to the project, or where
construction activity could prevent the turtles from
returning to perennial habitat downstream from the
project site, the biologist will relocate the turtles to suitable habitat in the perennial reach of Penitencia East Mitigation measure MM
BIO-1.2 shall be included on
all construction drawings
and provided to all project
contractors.

A qualified biologist will
conduct a preconstruction
survey to look for fish and
northwestern pond turtles
and provide written findings
Prior to conducting
dewatering activities.

Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

Page 864 of 990 ends

Page | 7 File Nos.: 201600
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South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
Channel downstream. If northwestern pond turtle has
been listed by the USFWS under FESA by the time
construction occurs, the biologist will handle/relocate individual turtles only with USFWS approval.

During the preconstruction survey, the biologist will
determine whether there is any potential for native fish to be present in the project area based on
presence/absence and depth of water. If any fish are or have the potential to be present in the on-site segment of creek channel, and if continuous flow is present from the project site downstream to the perennial reach of
creek, the biologist will use block nets to exclude fish from the reach to be dewatered. A block net will be
placed at the upper end of the reach to be dewatered.

Subsequently, qualified biologists will walk from the
upper to lower end of the reach with a seine stretched
across the channel to encourage fish to move out of the construction area. When the lower end of the
construction area is reached, a second block net will be installed to isolate the construction reach. This
procedure will be repeated as needed until no fish
remain in the construction area. If surface water is not continuous between the project site and the perennial
reach downstream, so that fish excluded from the site
are unable to reach suitable habitat downstream, then
of the survey to the City of
Milpitas Department of
Planning upon completion.

Page 865 of 990 ends

Page | 8 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
the qualified biologist will capture native fish using
appropriate methods and immediately release them in
the perennial reach of the channel downstream.

MM BIO-1.3: Maintenance of Flow through the
Site. In the unlikely event that fish are present within the channel when construction occurs, continuous flow
will be maintained through the project site (e.g., in a temporary pipe) so that any fish upstream from the site are able to disperse downstream.

Mitigation measure MM
BIO-1.3 shall be included on
all construction drawings
and provided to all project
contractors.

If fish are present within the
channel at the time of
dewatering, it will be
documented in written
survey findings provided to
the City of Milpitas
Department of Planning
under mitigation measure
MM BIO-1.2 and
continuous flow will be
maintained.

During dewatering. Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

MM BIO-1.4: Minimization and Shielding of
Lighting. All lighting for vehicular and pedestrian
safety shall be minimized to the extent feasible (i.e., shall be no brighter than necessary for safety purposes), shall be oriented toward the bridge rather than outwards toward the Penitencia East Channel, and shall be fully
Mitigation measure MM
BIO-1.4 shall be included on
all construction drawings
and provided to all project
contractors.

Prior to lighting installation. Implementation: City of Milpitas Public Works
Department

Page 866 of 990 ends

Page | 9 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
shielded to block illumination from shining upward or
outward toward the creek channel. A lighting plan shall be prepared for the proposed
bridge lighting documenting
the lighting will meet the
requirements under
mitigation measure MM
BIO-1.4.

The lighting plan shall be
submitted to the City of
Milpitas Department of
Planning for verification and
approval.

Enforcement/Monitoring:

City of Milpitas Public
Works Department.

MM BIO-1.5: Review of the Lighting Plan. The
lighting plan shall be reviewed by a qualified biologist prior to construction to ensure that the level of lighting would not result in adverse effects on wildlife in
adjacent areas or attracting/disorienting nocturnal
migrant birds.

Mitigation measure MM
BIO-1.5 shall be included on
all construction drawings
and provided to all project
contractors.

The lighting plan required
under mitigation measure
MM BIO-1.4 shall be
reviewed by a qualified
biologist and the biologist
Prior to lighting installation. Implementation: City of Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

Page 867 of 990 ends

Page | 10 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
will provide written review
findings to the City of
Milpitas Department of
Planning.

MM BIO-1.6: In conformance with Milpitas Metro
Specific Plan (MMSP) Special Conditions (SC) Policy
SC 9.1, the following project-specific measures would
be implemented to avoid impacts to nesting birds
during construction and ensure compliance with the
Migratory Bird Treaty Act (MBTA) and California Fish
and Game Code:
 Construction activities shall be avoided during the
nesting season (i.e., February 1 through August 31).
 Potential nesting substrate (e.g., bushes, trees,
snags, grass, and suitable artificial surfaces) that
would be impacted by development shall be
removed during the non-breeding season (i.e.,
September 1 through January 31), to preclude
nesting in the study area.
 If it is not feasible to schedule construction
activities during the non-breeding season,
preconstruction surveys for nesting birds shall be
conducted by a qualified ornithologist to ensure that
no nests will be disturbed during construction
activities. This survey shall be conducted no more
Mitigation measure MM
BIO-1.6 shall be included on
all construction drawings
and provided to all project
contractors.

If construction activities
cannot be scheduled outside
of nesting season, the City
of Milpitas Public Works
Department shall hire a
qualified ornithologist to
conduct nesting bird surveys
no more than seven days
prior to the initiation of
construction activities and
implement the measures
outlined in mitigation
measure MM BIO-1.6
should active nests be
disturbed by project
construction activities.

Prior to construction. Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

Page 868 of 990 ends

Page | 11 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
than seven days prior to the initiation of
construction activities. During this survey, the
ornithologist shall inspect all trees, shrubs, and
other potential nesting habitats in and immediately
adjacent to the study area for nests. If an active nest is found sufficiently close to work areas to be
disturbed by these activities, the ornithologist shall
determine the extent of a buffer zone to be
established around the nest, typically 300 feet for
raptors and 100 feet for other birds, to ensure that
no nests of species protected by the MBTA or the
California Fish and Game Code will be disturbed
during construction activities.

The qualified biologist will
provide written findings of
the survey and any
necessary buffer zones to the
City of Milpitas Department
of Planning upon
completion.

MM BIO-2.1: Work Period. Construction work within
the stream banks shall be restricted to the period of
April 15 to October 15 (or as otherwise allowed by
resource agency permits). Riparian restoration work
(refer to MM BIO-2.4 below) using hand tools shall be
completed within the wet season the same year
following completion of the project.

Mitigation measure MM
BIO-2.1 shall be included on
all construction drawings
and provided to all project
contractors.

The City of Milpitas Public
Works Department shall not
allow construction outside
of April 15 to October 15.

Prior to and after
construction.

Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

Page 869 of 990 ends

Page | 12 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
The City’s Public Works
Department will ensure
mitigation measure MM
BIO-2.4 is implemented
during the wet season
(October 15 to April 15).

MM BIO-2.2: Work Area Delineation. Permittee
shall clearly show all riparian habitat on project plan sets and place flagging around the work limits within
the stream, riparian, and wetland areas to prevent
inadvertent impacts to areas not proposed to be
disturbed by the project. Flagging shall be removed and appropriately disposed of within five calendar days of
the completion of construction work. Access paths and
staging areas shall be adequately fenced or flagged
during the construction period to prevent damage to
adjacent stream, riparian or wetland habitat.

Mitigation measure MM
BIO-2.2 shall be included on
all construction drawings
and provided to all project
contractors.

The City of Milpitas Public
Works Department shall
ensure all riparian habitat is
shown on project plan sets
and the work limits, staging
areas, and access paths are
flagged or fenced.

Prior to and during
construction. Flagging shall
be removed within five
calendar days of the
completion of construction
work.

Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

MM BIO-2.3: Prevention of Spread of Invasive
Plant Species. To prevent the spread of invasive
weed infestations,
 All ground disturbing equipment used within the
riparian corridors shall be washed (including tracks,
and undercarriages) at a legally operating
Mitigation measure MM
BIO-2.3 shall be included on
all construction drawings
and provided to all project
contractors and construction
workers.

Prior to and during
construction. Monitoring
shall occur for the first three
years after planting.

Implementation: City of
Milpitas Public Works
Department

Page 870 of 990 ends

Page | 13 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
equipment yard both before and after being used at
the site.
 All applicable construction materials used on-site,
such as straw wattles, mulch, and fill material, shall
be certified weed free.
 Invasive plant species with a “high” ecosystem
impact rating by the California Invasive Plant
Council (Cal-IPC; http://www.cal-ipc.org/paf/) shall
be actively monitored and controlled in the first
three years following planting. The percent cover of
“high” invasive plant species shall be maintained at
less than ten percent of the total plant cover in areas disturbed by project work. A qualified ecologist
shall assess the type, distribution, and abundance of
invasive plant species and recommend effective
control measures. Invasive plants shall be removed
from the project site on an as-needed basis.

The City of Milpitas Public
Works Department will
ensure mitigation measure
MM BIO-2.3 is
implemented and will
contract with a qualified
ecologist to monitor and
control invasive species and
provide compliance
documentation to City of
Milpitas Department of
Planning.

Enforcement/Monitoring:

City of Milpitas Public
Works Department.

MM BIO-2.4: Revegetation of Temporary Impact
Areas. Temporary impact areas within the bed and
banks of the channel shall be restored to
preconstruction conditions or better. Restoration shall include restoring the topography of temporary impact
areas to preconstruction conditions to the extent
feasible, bank stabilization, and reestablishment of
appropriate vegetation. A habitat-appropriate, weedfree native seed mix or propagated plants shall be Mitigation measure MM
BIO-2.4 shall be included on
all construction drawings
and provided to all project
contractors and construction
workers.

Prior to and after construction.

The project site shall be
monitored and maintained for a
minimum of three years, or
until the success criteria is
attained for vegetation cover.

Monitoring and maintenance
may be extended if the success
Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

Page 871 of 990 ends

Page | 14 File Nos.: 201600
Mitigation, Monitoring and Reporting Program
South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
applied or installed. The species composition shall be
developed in coordination with Valley Water. The
project proponent shall not plant, seed, or otherwise
introduce invasive exotic plant species. Revegetation
shall be completed as soon as possible after grading at the project site is completed. Seeding placed between
October 15 and April 15 shall be covered with
broadcast straw, jute netting, coconut fiber blanket, or similar erosion control blanket. Erosion control
products with monofilament or woven plastic strands
shall not be used. The revegetation will be considered
successful if the vegetative cover in the temporary
impact areas reaches 75% of the existing baseline
cover, excluding species rated as “high” by Cal-IPC.

A qualified ecologist will monitor conditions in the
temporary riparian and stream/marsh impact areas for
a minimum of 3 years, or until the success criteria for vegetation cover are attained, whichever is later. Prior to commencement of construction, the ecologist will
establish at least four permanent photographic
documentation stations (i.e., one station near each
corner of the bridge) to provide representative views of vegetation cover. The locations of the photographic
documentation stations will be recorded using a GPS,
and the direction of the photographs documented with
Prior to construction, the
City’s Public Works
Department shall contract
with a qualified biologist to
document the
preconstruction conditions
on and adjacent to the
project site and restore.

Following construction, the
Public Works Department
shall contract with a
qualified biologist to
complete the habitat
restoration activities and
post-construction
documentation, monitoring,
maintenance, and
remediation (if warranted)
activities outlined in
mitigation measure MM
BIO-2.4.
criteria is not attained by year
three.

Page 872 of 990 ends

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South Milpitas Boulevard Bridge
File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
a compass. The ecologist will prepare site maps with
the photo-documentation points clearly marked for the
project site. Prior to commencement of construction,
the ecologist will photographically document the preproject condition of the project site from each documentation station and estimate the vegetation
cover at each station. Following implementation of the
project, including any seeding or plant installation, a qualified ecologist will visit the site at least once in late spring to photographically document the
postconstruction condition of the project site and
estimate vegetation cover. The ecologist will report the results of these inspections (including the assessment
of overall vegetation cover described in this measure
and the assessment of invasive plants described in MM
BIO-2.3) in a brief memo following each year’s site
visit. Monitoring and maintenance may be extended if
the success criteria are not attained by year 3.

Remedial measures to be considered include, but are
not limited to, supplemental planting or seeding,
increased maintenance frequency, increased invasive
plant removal activities, or alteration of maintenance
strategies.

CULTURAL RESOURCES

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MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
MM CUL-2.1: Prior to the issuance of any grading
permits, the project applicant shall retain a qualified archaeologist and engage a Native American monitor
approved by Tamien Nation to be present at the site
during all ground disturbing activities. Submit a copy of the agreement to the Director of Engineering or the
Director’s designee.

Mitigation measure MM
CUL-2.1 shall be included
on all construction drawings
and provided to all project
contractors and construction
workers.

Prior to issuance of any
grading permits, the City’s
Public Works Department
shall contract with a
qualified archaeologist and
Native American monitor
approved by Tamien Nation
to present on the site during
all ground disturbing
activities.

Prior to the issuance of any
grading permits and during
construction.

Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

MM CUL-2.2: Pursuant to CEQA Guidelines 15064.5
(f), if potentially significant cultural resources are
discovered during ground-disturbing activities
associated with project preparation, construction, or
completion, work shall halt in that area until a qualified archaeologist can assess the significance of the find,
and, if necessary, develop appropriate treatment
measures in consultation with Santa Clara County,
Tamien Nation, and other appropriate agencies and
interested parties. If such resources are found to be
Mitigation measure MM
CUL-2.2 shall be included
on all construction drawings
and provided to all project
contractors and construction
workers.

If potentially significant
archaeological resources are
discovered during grounddisturbing activities
Prior to and during
construction.

Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

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MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
Native American, the treatment measures shall obtain
approval from Tamien Nation. A qualified archaeologist
shall follow accepted professional standards in
recording any find including submittal of the standard
Department of Parks and Recreation (DPR) Primary
Record forms (Form DPR 523) and locational
information to the California Historical Resources
Information Center office (Northwest Information
Center). The consulting archaeologist shall also
evaluate such resources for significance per California Register of Historical Resources eligibility criteria
(Public Resources Code Section 5024.1; Title 14 CCR
Section 4852). If the archaeologist determines that the find does not meet the CEQA standards of significance,
construction shall proceed. In the event the
archaeologist determines that further information is
needed to evaluate significance, the Engineering
Department staff shall be notified and a data recovery
plan shall be prepared. If such resources are found to be Native American, a Tamien Nation Tribal
representative shall be engaged for evaluation and the
data recovery plan shall be prepared in consultation
with Tamien Nation.
mitigation measure MM
CUL-2.2 shall be
implemented.

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File Nos.: 201600

MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
MM CUL-3.1: In the event that human remains are
encountered, the City shall halt work in the immediate
area and contact the Santa Clara County coroner. The
coroner will make a determination as to whether the
remains are Native American. If the remains are
believed to be Native American, the coroner will
contact the Native American Heritage Commission
(NAHC) which will designate the Most Likely
Descendants (MLD). The MLD will inspect the remains
and make a recommendation for the respectful
treatment of the remains and related burial goods.

Mitigation measure MM
CUL-3.1 shall be included
on all construction drawings
and provided to all project
contractors and construction
workers.

If any human remains are
discovered during
construction, the City shall
halt work in the immediate
area and implement
mitigation measure MM
CUL-3.1.

During construction. Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

GEOLOGY AND SOILS
MM GEO-6.1: A qualified paleontologist shall attend a
preconstruction meeting to ensure construction workers
are able to identify potential paleontological resources.

In the event fossils are encountered, construction shall be temporarily halted. The City’s Engineering
Department shall be notified immediately, a qualified
paleontologist shall evaluate the fossils, and steps
needed to photo document and recover the fossils shall
be taken.

Mitigation measure MM
GEO-6.1 shall be included
on all construction drawings
and provided to all project
contractors and construction
workers.

A qualified paleontologist
shall attend a
preconstruction meeting to
ensure construction workers
Prior to construction. Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

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MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
are able to identify
paleontological resources. In
the event fossils are
encountered during
construction, mitigation
measure MM GEO-6.1 shall
be implemented.

HAZARDS AND HAZARDOUS MATERIALS
MM HAZ-2.1: Prior to demolition and grading, a Risk
Management Plan (RMP) shall be prepared to protect
the health and safety of construction workers and site
users adjacent to construction activities. The RMP shall be implemented during all phases of construction and
shall include engineering controls, monitoring, and
security measures to prevent unauthorized entry to the
construction site and to reduce hazards outside of the
construction site. The RMP shall address the possibility of encountering subsurface hazards and include
procedures to protect workers and the public. The RMP
shall also include procedures for managing soils and
groundwater removed from the site to ensure that any
excavated soils and/or dewatered groundwater with
contaminants are stored, managed, and disposed of in
accordance with applicable regulations and permits.

Protocols for the handling, transport, and disposal of
Mitigation measure MM
HAZ-2.1 shall be included
on all construction drawings
and provided to all project
contractors and construction
workers.

The City of Milpitas Public
Works Department shall
prepare and implement a
Risk Management Plan
(RMP) for the project in
accordance with mitigation
measure MM HAZ-2.1.

Prior to and during
construction.

Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

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MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
both known and previously unidentified hazardous
materials that may be encountered during project
development shall be specified. If prescribed exposure
levels are exceeded, personal protective equipment shall be required for workers in accordance with
Occupational Safety and Health Administration
(OSHA) regulations. Finally, the RMP shall also
include procedures for the use, storage, disposal, of
hazardous materials used during construction activities to prevent the accidental release of these materials into the environment during construction.

MM HAZ-2.2: To reduce the potential for construction
workers and nearby sensitive receptor to be exposed to
hazardous materials (asbestos containing materials
[ACMs] and lead-based paint), the following measures
shall be implemented:
 In conformance with state and local laws, a visual
inspection/pre-demolition survey, and possible
sampling, shall be conducted prior to the demolition
of on-site building(s) to determine the presence of
asbestos-containing materials and/or lead-based
paints.
 Prior to demolition activities, all building materials containing lead-based paint shall be removed in
accordance with the California Division of
Mitigation measure MM
HAZ-2.2 shall be included
on all construction drawings
and provided to all project
contractors and construction
workers.

Prior to and during
construction, the City of
Public Works Department
shall complete the hazardous
material sampling and
removal in accordance with
mitigation measure MM
HAZ-2.2.

Prior to and during
construction.

Implementation: City of
Milpitas Public Works
Department
Enforcement/Monitoring:

City of Milpitas Public
Works Department.

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MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
Occupational Safety and Health Lead in Title 8,
California Code of Regulations, Section 1532.1,
including employee training, employee air
monitoring, and dust control. Any debris or soil
containing lead-based paint or coatings shall be
disposed of at landfills that meet acceptance criteria
for the type of lead being disposed.
 All potentially friable asbestos-containing materials shall be removed in accordance with National
Emission Standards for Hazardous Air Pollutants
guidelines prior to demolition or renovation
activities that may disturb asbestos-containing
materials. All demolition activities shall be
undertaken in accordance with the California
Division of Occupational Safety and Health
standards contained in Title 8, California Code of
Regulations, Section 1529, to protect workers from
asbestos exposure.
 A registered asbestos abatement contractor shall be
retained to remove and dispose of asbestoscontaining materials identified in the asbestos survey performed for the site in accordance with the
standards stated above.
 Materials containing more than one-percent
asbestos are also subject to Bay Area Air Quality
Management District regulations. Removal of

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MITIGATION MEASURE
Method of Compliance
Or Mitigation Action
Timing of Compliance Enforcement and
Monitoring Entity
materials containing more than one-percent asbestos
shall be completed in accordance with Bay Area Air
Quality Management District requirements and
notifications.
 Based on California Division of Occupational
Safety and Health rules and regulations, the
following conditions are required to limit impacts to
construction workers.
o Prior to commencement of demolition activities,
a building survey, including sampling and
testing, shall be completed to identify and
quantify building materials containing leadbased paint. o During demolition activities, all building
materials containing lead-based paint shall be
removed in accordance with the California
Division of Occupational Safety and Health
Lead in Construction Standard, Title 8,
California Code of Regulations, Section 1532.1,
including employee training, employee air
monitoring and dust control.
o Any debris or soil containing lead-based paint
or coatings shall be disposed of at landfills that
meet acceptance criteria for the type of waste
being disposed.

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Page | 23 File Nos.: 201600
Source: City of Milpitas. South Milpitas Boulevard Bridge Initial Study. April 2024.

Page 881 of 990 ends

were not]
was not]

2. _______________________________________
_________________________________________ _______________________________________ ___________________________________________________________________________________ Print Form
Notice of Determination Appendix D
To: From:

Office of Planning and Research Public Agency: ___________________________ U.S. Mail: Address: ________________________________
P.O. Box 3044
Sacramento, CA 95812-3044
Street Address:
1400 Tenth St., Rm 113
Sacramento, CA 95814
_______________________________________
Contact: _________________________________
Phone: __________________________________
County Clerk
Lead Agency (if different from above): County of: _________________________________ Address: __________________________________ Address: ________________________________ Contact: _________________________________
Phone: __________________________________
SUBJECT: Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resources Code.

State Clearinghouse Number (if submitted to State Clearinghouse):______________________________ Project Title: _________________________________________________________________________ Project Applicant: _____________________________________________________________________ Project Location (include county):_________________________________________________________ Project Description:

This is to advise that the ____________________________________________ has approved the above ( Lead Agency or Responsible Agency)
described project on _______________ and has made the following determinations regarding the above (date)
described project.

1. The project [ will will not] have a significant effect on the environment.

2. An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA.

A Negative Declaration was prepared for this project pursuant to the provisions of CEQA.

3. Mitigation measures [ were made a condition of the approval of the project.

4. A mitigation reporting or monitoring plan [ was was not] adopted for this project.

5. A statement of Overriding Considerations [ was adopted for this project.

6. Findings [ were were not] made pursuant to the provisions of CEQA.

This is to certify that the final EIR with comments and responses and record of project approval, or the negative Declaration, is available to the General Public at:

Signature (Public Agency): _____________________________ Title: ____________________________ Date: _______________________________ Date Received for filing at OPR: ____________________ Authority cited: Sections 21083, Public Resources Code.

Reference Section 21000-21174, Public Resources Code. Revised 2011

Page 882 of 990 ends

NOTICE OF INTENT TO ADOPT A MITIGATED

NEGATIVE DECLARATION FOR THE

SOUTH MILPITAS BOULEVARD BRIDGE PROJECT
NOTICE IS HEREBY GIVEN that the City of Milpitas (City) has completed an Initial Study/Mitigated Negative Declaration (IS/MND) for the proposed South Milpitas Boulevard Bridge Project in accordance with the California Environmental Quality Act (CEQA).

Project Location: The project is located within the Milpitas Transit Area Specific Plan in the City of Milpitas at the southern terminus of South Milpitas Boulevard and includes portions of Assessor’s Parcel Numbers (APNs) 086-36-030, 086-36-041, 086-37-018, 086-37-039, and 086-37-040.

Proposed Project: The project proposes to construct a bridge across Penitencia East Channel to connect South Milpitas Boulevard on the north side of the channel with a new connector street to be constructed between Tarob Court and Sango Court on the south side of the channel. The proposed bridge would serve vehicles, pedestrians, and cyclists. The project would require demolition of the existing vacant office building located at 1831-1841 Tarob Court (APN 086-36-030), which is owned by the City of Milpitas.

Findings: The Initial Study prepared by the City was undertaken for the purpose of deciding whether the proposed project may have a significant effect on the environment. On the basis of the Initial Study, City staff have concluded that the proposed project with implementation of the mitigation measures identified in the Initial Study will not have a significant effect on the environment and, therefore, have prepared a Mitigated Negative Declaration. The Initial Study has incorporated all the relevant information regarding the potential environmental effects of the project and confirms the determination that an Environmental Impact Report (EIR) is not required for the project.

Cortese List Designation: The proposed project site is on a list of hazardous material sites compiled pursuant to Government Code section 65962.5 (Cortese List). According to GeoTracker, the parcel (APN 086-36-030) at 1831-1841 Tarob Court has been identified as an Open Cleanup Site as a result of soil and groundwater contamination from past activities associated with circuit board manufacturing from 1979 to 2015. In 2019, approximately 75.0 cubic yards of contaminated soil was excavated at the project site along a storm drain line where secondary source TCE risk-based thresholds were exceeded. An additional

64.8 cubic yards were removed with an associated sump pump. In 2020, a Risk Management Plan was established identifying contamination locations, soil and groundwater management requirements for future earthwork, and requirements for future development projects. A deed restriction was applied to the property to limit uses as a roadway or open-air park due to the presence of contaminated soil, soil vapors, and groundwater. The Regional Water Quality Control Board (RWQCB) concluded that with the completed remediation activities and limitation of future land uses, the subject parcel does not require further active remediation. As set forth in the Initial Study, with the implementation of mitigation measures, the South Milpitas Boulevard Bridge project will have a less than significant impact relating to hazards and hazardous materials.

Page 883 of 990 ends

Public Review: The IS/MND is available for review online at https://www.milpitas.gov/379/ Environmental-Documents-CEQA. To review a hard copy of the IS/MND, please contact Lyhak Eam at the email address or phone number listed below, and accommodation will be provided to review the IS/MND during the City’s normal working hours at the following address:

Milpitas City Hall
455 E. Calaveras Boulevard
Milpitas, CA 95035
Written comments will be accepted from March 1, 2024, to April 1, 2024. Comments will also be accepted at the City Council Meeting on May 7, 2024. Comments from all Responsible Agencies and interested parties are requested. Any person wishing to comment on the Draft IS/MND must either make verbal comments at the City Council Meeting or submit written comments to the following address:

Lyhak Eam, P.E., Principal Civil Engineer
455 E. Calaveras Boulevard
Milpitas, CA 95035
Tel: (408) 586-3349
[email protected]
If you require additional accommodation to review the IS/MND, please contact Lyhak Eam at the email address or phone number listed above.

Page 884 of 990 ends

Santa Clara Valley Water District | 5750 Almaden Expressway, San Jose, CA 95118-3686 | (408) 265-2600 | www.valleywater.org Clean Water • Healthy Environment • Flood Protection
♺
File: 32980
Penitencia East Channel
March 29, 2024
Lyhak Eam, P.E.

City of Milpitas
455 East Calaveras Boulevard
Milpitas, CA 95035
Subject: Initial Study / Mitigated Negative Declaration for South Milpitas Boulevard Bridge Dear Lyhak Eam:

The Santa Clara Valley Water District (Valley Water) has reviewed the Initial Study / Mitigated Negative Declaration (IS/MND) for the South Milpitas Boulevard Bridge, received on March 4, 2024.

1. Valley Water owns fee title property along Penitencia East Channel where the bridge is proposed to be located. Any work on Valley Water’s fee title property will require the issuance of a Valley Water encroachment permit as per Valley Water’s Water Resources Protection Ordinance. Issuance of an encroachment permit and sale of a permanent easement for the bridge are discretionary acts and require Valley Water to be considered a responsible agency under CEQA.

2. The appendices referenced in the document were not provided in the link provided on the City’s website for the IS/MND. Please provide copies of the appendices referenced in the Biological Resources and Hydrology and Water Quality sections for our review.

3. Page 7, Section 2.7.2, Responsible Agency: Construction of the South Milpitas Boulevard Bridge will only require a Valley Water encroachment permit and not a Joint Use Agreement.

4. Page 9, Figure 3.2-1 shows that utilities are proposed to be installed on both the upstream and downstream faces of the bridge. Utilities are to be placed on the downstream face of the bridge only.

5. Page 11, Section 3.2.3, Right-of-Way and Temporary Construction Easements: This section should identify the permanent easements required to be dedicated to Valley Water for re-alignment of Valley Water’s existing maintenance roads along the north and south banks of the creek impacted by the bridge construction.

6. Page 13, Section 3.2.4, Construction: The discussion on page 13 regarding temporary work in the creek notes that work can only occur in the creek between June 15 and October 15 due to Valley Water requirements. Valley Water generally does not allow obstructions in the creek during the rainy season, April 15 and October 15. The CA Department of Fish and Wildlife, Regional Water Quality Control Board and Army Corps of Engineers permits for the project may define their own work windows, which may be more restrictive, in which the creek diversion, temporary falsework, etc. may occur in the creek.

DocuSign Envelope ID: 4D7FA633-E3C3-4907-9921-9783EA0BF068

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Page 2 of 3 ends

March 29, 2024
Lyhak Eam

7. Page 55, Impact BIO-2, Paragraph 1: The discussion on page 55 regarding waters of the US and State is not clear or consistent. The text states that Waters of the US and State occur up to the OHW and then states Waters of the State would occur to the top of bank which is not the same as OHW. Please revise the text for accuracy and consistency.

8. Page 55, Impact BIO-2, Paragraph 2: The document notes that 0.02 acres of riparian annual grasslands will be permanently impacted by the project; however, this section does not include any mitigation measures for this permanent impact. Measures to mitigate for the permanent impacts need to be discussed and mitigation measures proposed. Please note that mitigation for non-Valley Water projects such as this project is not allowed on Valley Water property.

9. Page 57, MM BIO-2.4: Page 57 states that work within the creek would occur between April 15 and October 15; however, page 13 notes work would only occur between June 15 and October

15. 10. Page 58, Impact BIO-3: The document notes there will be a permanent impact of 0.01 acres to intermittent stream/freshwater marsh and that mitigation is provided for as discussed under BIO2. However, as noted above the mitigation measures identified under BIO-2 do not address the permanent impacts to riparian habitat.

11. Page 45, Section 4.4.1.2, Existing Conditions, Riparian Annual Grassland: The ordinary high-water mark (OHWM) should be defined.

12. Page 56, MM BIO-2.4, Revegetation of Temporary Impact Areas: Plantings installed to restore Valley Water’s property must be approved by Valley Water in accordance with the Water Resources Protection Manual, including use of locally native riparian species grown from propagules collected in the Penitencia Creek watershed. The plant species included in the proposed seed mix do not match the riparian grassland or intermittent stream habitats that will be impacted. Additionally, the use of coyote brush and California buckwheat are woody species not appropriate for use on the inboard slopes of flood control channels.

13. Page 104, Municipal Regional Permit Provisions C.3: The document should reference the latest San Francisco Bay Regional Water Quality Control Board (RWQCB) National Pollutant Discharge Elimination System (NPDES) permit (Permit Order No. R2-2022-0018, NPDES Permit No. CAS612008), effective July 1, 2022, which requires post-development controls for 5,000 square feet, not 10,000 square feet as noted in the document.

14. Page 112, Impact HYD-3: The document notes the bridge would not impede flood flows and would avoid impacts within the bank or channel. Valley Water has not approved the final design details for the bridge for issuance of an encroachment permit at this time. Valley Water will require as part of the encroachment permit review process that the bridge is designed in accordance with Valley Water’s Water Resources Protection Manual’s requirements for freeboard and that the City demonstrate that the bridge would not increase flooding.

15. Valley Water records show that two (2) active wells are located on the project site. While Valley Water has records for most wells located in the County, it is always possible that a well exists that is not in Valley Water’s records. If previously unknown wells are found on the subject property during development, they must be properly destroyed under permit from Valley Water or registered with Valley Water and protected from damage. For more information, please contact Valley Water’s Well Ordinance Program Hotline at (408) 630-2660.

If you have any questions, please contact me at (408) 630-3157 or [email protected]. Please reference Valley Water File No. 32980 on any future correspondence.

DocuSign Envelope ID: 4D7FA633-E3C3-4907-9921-9783EA0BF068

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Page 3 of 3 ends

March 29, 2024
Lyhak Eam
Sincerely,
Kevin Thai, CFM
Associate Engineer
Community Projects Review Unit
cc: Y. Arroyo, C. Haggerty, B. Hwang, J. Weinik, K. Thai, File DocuSign Envelope ID: 4D7FA633-E3C3-4907-9921-9783EA0BF068

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TABLE OF CONTENTS
Section 1.0 Introduction .................................................................................................................... 1 Section 2.0 Responses to Comments ................................................................................................. 2 Section 3.0 Initial Study Text Revisions ........................................................................................... 7 Section 4.0 Conclusion .................................................................................................................... 10 Appendix A: Initial Study Comment Letter from Valley Water

Page 888 of 990 ends

South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 1 April 2024
SECTION 1.0 INTRODUCTION
The 30-day Initial Study/Mitigated Negative Declaration (IS/MND) public review period for the South Milpitas Boulevard Bridge Project started March 1, 2024, and ended April 1, 2024. The City of Milpitas received one comment letter during the public review period. The comment letter is from Valley Water. The following pages contain responses to comments submitted by Valley Water. A copy of the comment letter is attached to this document.

Pursuant to CEQA Guidelines §15073.5, recirculation of the MND is required when the document must be “substantially revised” after public notice of its availability. A “substantial revision” is defined as:
(1) A new, avoidable significant effect is identified and mitigation measures or project revisions must be added in order to reduce the effect to insignificance; or (2) The lead agency determines that the proposed mitigation measures or project revisions will not reduce potential effects to less than significance and new measures or revisions must be required.

CEQA does not require formal responses to comments on an IS/MND. The decision-making body shall adopt the proposed MND only if it finds on the basis of the whole record before it, that there is no substantial evidence that the project will have a significant effect on the environment and the MND reflects the lead agency’s independent judgment and analysis [CEQA Guidelines §15074(b)].

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South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 2 April 2024
SECTION 2.0 RESPONSES TO COMMENTS
The City of Milpitas received one comment letter from Valley Water on the IS/MND. A copy of the letter is attached to this document.

The specific comments are included in this memo and are presented as “Comment” with each response directly following (“Response”).

COMMENT LETTER A: VALLEY WATER – MARCH 29, 2024
Comment A.1:

Valley Water owns fee title property along Penitencia East Channel where the bridge is proposed to be located. Any work on Valley Water’s fee title property will require the issuance of a Valley Water encroachment permit as per Valley Water’s Water Resources Protection Ordinance. Issuance of an encroachment permit and sale of a permanent easement for the bridge are discretionary acts and require Valley Water to be considered a responsible agency under CEQA.

Response A.1: This comment provides factual information about the project. Section 2.7.2 of the Initial Study identifies Valley Water as a Responsible Agency under CEQA. The text of the Initial Study has been revised to reflect that the project would require a permanent easement from Valley Water for the bridge (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A.2:

The appendices referenced in the document were not provided in the link provided on the City’s website for the IS/MND. Please provide copies of the appendices referenced in the Biological Resources and Hydrology and Water Quality sections for our review.

Response A.2: The requested appendices were provided to Valley Water on April 3, 2024.

Comment A.3:

Page 7 ends

will only require a Valley Water encroachment permit and not a Joint Use Agreement.

Response A.3: The text of the Initial Study has been revised to reflect that the project would require an encroachment permit and permanent easement from Valley Water for the bridge (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A.4:

Page 9 ends

downstream faces of the bridge. Utilities are to be placed on the downstream face of the bridge only.

Response A.4: Bridge design, including the placement of utilities on the bridge, has been and will continue to be coordinated with Valley Water and will be subject to review and approval by Valley Water as part of the encroachment permit process.

Page 890 of 990 ends

South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 3 April 2024
Comment A.5:

Page 11 ends

should identify the permanent easements required to be dedicated to Valley Water for re-alignment of Valley Water’s existing maintenance roads along the north and south banks of the creek impacted by the bridge construction.

Response A.5: Section 3.2.3 of the Initial Study has been revised to reflect that the project would dedicate permanent easements to Valley Water for re-alignment of Valley Water’s existing maintenance roads along the north and south banks of the creek (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A.6:

Page 13 ends

creek notes that work can only occur in the creek between June 15 and October 15 due to Valley Water requirements. Valley Water generally does not allow obstructions in the creek during the rainy season, April 15 and October 15. The CA Department of Fish and Wildlife, Regional Water Quality Control Board and Army Corps of Engineers permits for the project may define their own work windows, which may be more restrictive, in which the creek diversion, temporary falsework, etc. may occur in the creek.

Response A.6: The text in the Initial Study has been revised to state temporary work in the creek could occur between April 15 through October 15 (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A.7:

Page 55 ends

State is not clear or consistent. The text states that Waters of the US and State occur up to the OHW and then states Waters of the State would occur to the top of bank which is not the same as OHW.

Please revise the text for accuracy and consistency.

Response A.7: Penitencia East Channel is considered waters of the U.S. up to the ordinary high water mark (OHWM) and waters of the State up to the channel top of bank. The text has been revised for clarity (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A8:

Page 55 ends

grasslands will be permanently impacted by the project; however, this section does not include any mitigation measures for this permanent impact. Measures to mitigate for the permanent impacts need to be discussed and mitigation measures proposed. Please note that mitigation for non-Valley Water projects such as this project is not allowed on Valley Water property.

Response A.8: As described on page 55 of the Initial Study and consistent with the findings of the Biological Resources Report completed for the project, the bridge would permanently shade

0.02 acres of riparian annual grassland. However, non-native dominated annual grassland such as

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South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 4 April 2024
that present in the project area is typically able to persist with some shading. The proposed bridge would be eight feet above the banks, allowing for some light under the deck, which would enable enough herbaceous growth to stabilize soils and provide similar habitat quality to the existing condition. For these reasons, a permanent loss of riparian habitat would not occur, and no mitigation is needed. The text of the Initial Study has been revised for clarity (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A9:

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October 15; however, page 13 notes work would only occur between June 15 and October 15.

Response A.9: Refer to Response A.6 above.

Comment A10:

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intermittent stream/freshwater marsh and that mitigation is provided for as discussed under BIO-2.

However, as noted above the mitigation measures identified under BIO-2 do not address the permanent impacts to riparian habitat.

Response A.10: As described on page 58 of the Initial Study and consistent with the findings of the Biological Resources Report completed for the project, the bridge would permanently shade

0.01 acres of intermittent stream/freshwater marsh habitat. The intermittent stream/freshwater marsh habitat present in the project area is naturally dynamic, seasonally altering its species composition, cover, and locations every year. The shading would occur in a gradient under the bridge with the sunniest area closest to the bridge edges and the shadiest area along the centerline of the bridge. The shading is not expected to prevent the habitat from functioning as an intermittent stream/freshwater marsh comparable to existing conditions. For these reasons, no permanent impact is identified, and no mitigation is needed. The text of the Initial Study has been revised for clarity (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A11:

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high-water mark (OHWM) should be defined.

Response A.11: The ordinary high-water mark (OHWM) is shown on Figure 4.4-1 of the Initial Study. A text revision has been added to include a definition of the OHWM (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A12:

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Valley Water’s property must be approved by Valley Water in accordance with the Water Resources Protection Manual, including use of locally native riparian species grown from propagules collected in the Penitencia Creek watershed. The plant species included in the proposed seed mix do not match the riparian grassland or intermittent stream habitats that will be impacted. Additionally, the use of

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South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 5 April 2024
coyote brush and California buckwheat are woody species not appropriate for use on the inboard slopes of flood control channels.

Response A.12: The City will continue to coordinate with Valley Water on the project. The seed mix will be subject to review and approval by Valley Water as part of the encroachment permit process. The text of the Initial Study has been revised (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A13:

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San Francisco Bay Regional Water Quality Control Board (RWQCB) National Pollutant Discharge Elimination System (NPDES) permit (Permit Order No. R2-2022-0018, NPDES Permit No.

CAS612008), effective July 1, 2022, which requires post-development controls for 5,000 square feet, not 10,000 square feet as noted in the document.

Response A.13: The Initial Study has been revised to reflect the most current San Francisco Bay Regional Water Quality Control Board (RWQCB) National Pollutant Discharge Elimination System (NPDES) permit (Permit Order No. R2-2022-0018, NPDES Permit No. CAS612008), effective July 1, 2022 (refer to Section 3.0 of this document). The text revision does not change the analysis, adequacy, or the findings of the IS/MND.

Comment A14:

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avoid impacts within the bank or channel. Valley Water has not approved the final design details for the bridge for issuance of an encroachment permit at this time. Valley Water will require as part of the encroachment permit review process that the bridge is designed in accordance with Valley Water’s Water Resources Protection Manual’s requirements for freeboard and that the City demonstrate that the bridge would not increase flooding.

Response A.14: It is acknowledged that the final design of the bridge has not been approved by Valley Water. As part of the encroachment permit process, the City will coordinate with Valley Water to ensure that the final design is in accordance with Valley Water’s Water Resources Protection Manual’s requirements for freeboard and that the City demonstrate that the bridge would not increase flooding. This comment does not provide new information that would change the analysis already disclosed in the Initial Study.

Comment A15:

Valley Water records show that two (2) active wells are located on the project site. While Valley Water has records for most wells located in the County, it is always possible that a well exists that is not in Valley Water’s records. If previously unknown wells are found on the subject property during development, they must be properly destroyed under permit from Valley Water or registered with Valley Water and protected from damage. For more information, please contact Valley Water’s Well Ordinance Program Hotline at (408) 630-2660.

Response A.15: In the event that inactive or abandoned wells are identified during construction of the proposed project, the applicant will work with Valley Water to ensure appropriate

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South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 6 April 2024
clearances are received and measures are implemented. This comment does not address the adequacy of the IS/MND.

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South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 7 April 2024
SECTION 3.0 INITIAL STUDY TEXT REVISIONS
This section contains revisions to the text of the South Milpitas Boulevard Bridge Initial Study dated February 2024. Revised or new language is underlined. All deletions are shown with a line through the text.

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 United States Army Corps of Engineers
o Section 404 Permit
 California Department Fish & Wildlife:
o Section 1600 Permit
 Regional Water Quality Control Board:
o 401 Certification/Waste Discharge Permit
 Valley Water:
o Encroachment permit
o Permanent Easement
o Joint Use Agreement
 South Bay Water Recycling:
o Recycled Water Use Permit

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the paragraph as follows:

The proposed bridge project would require a permanent easement from Valley Water and would dedicate permanent easements to Valley Water for re-alignment of Valley Water’s existing maintenance roads along the north and south banks of the creek. The City of Milpitas would provide the right of way for the proposed roadway connection at the parcel located at 1831-1841 Tarob Court, Milpitas, CA 95035 (APN: 086-36-030). The City is currently in negotiations to acquire the right of way from the parcel located at 1905 Tarob Court, Milpitas, CA 95035 (APN 86-036-041).

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Project construction would take approximately 18 months to complete. Temporary access into the creek channel may be necessary during bridge construction and falsework may need to be placed in the creek bed during construction, potentially requiring dewatering or diversion of the creek if water is present when construction occurs; therefore, as required by Valley Water, bridge construction would take place in a single dry season from June April 15 to October 15, 2026. Demolition of the existing building and construction of the proposed roadway connection is anticipated to occur simultaneously with the bridge construction, estimated between Spring 2026 and Summer 2027.

Construction work would occur between 7:00 a.m. and 7:00 p.m., Monday through Sunday, excluding holidays consistent with the City’s Municipal Code Section V-213-3(b). No temporary roadway closures are anticipated during project construction. As required under the National

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South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 8 April 2024
Pollutant Discharge Elimination System (NPDES) Construction General Permit and Regional Water Quality Control Board (RWQCB) Municipal Regional Stormwater Permit (MRP), the proposed project would implement water quality control measures during and after project construction activities to protect Penitencia East Channel and other receiving waters downstream of the project site.

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This habitat type occurs between the top of bank along the edge of the Valley Water access roads and the ordinary high-water mark (OHWM).1 The channel banks consist entirely of ruderal grass and herb species.

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As discussed above in Section 4.4.1.2 Existing Conditions, Penitencia East Channel is considered both waters of the U.S. and waters of the state up to the OHWM. In addition, jurisdictional riparian buffers for waters of the state in the study area extend up to the top of bank of the channel. CDFW would likely claim jurisdiction over areas at and below the top of bank on either side of Penitencia East Channel regardless of the vegetative composition of these areas. No riparian habitat (e.g., riparian trees) is present above the top of bank in the study area.

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The majority of ground-disturbing activity (i.e., project construction) would occur outside the top of banks of the Penitencia East Channel. Because the abutments would be placed above the top of bank, no permanent loss of riparian jurisdiction would occur. No riprap or other improvements are proposed to the banks that would prevent future vegetation growth. There would, however, be permanent and temporary impacts to the riparian banks as a result of shading from the proposed bridge and a temporary work area around the bridge abutments. The bridge would permanently shade

0.02 acres of riparian annual grassland.2 Permanently shaded vegetation would weaken, decrease in cover, or even die off leaving bare soil exposed. Nevertheless, non-native dominated annual grassland such as that found in the project area is typically able to persist with some shading. The bridge would be eight feet above the banks, allowing for some light under the deck enabling enough herbaceous growth to stabilize soils and provide similar habitat quality to the existing condition.

Therefore, the project would not have a substantial permanent adverse effect permanently impact on riparian grassland habitats.

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Revegetation of Temporary Impact Areas. Temporary impact areas within the bed and banks of the channel shall be restored to preconstruction conditions or better. Restoration shall include 1 Ordinary high water mark means that line on the shore established by the fluctuations of water and indicated by physical characteristics such as clear, natural line impressed on the bank, shelving, changes in the character of soil, destruction of terrestrial vegetation, the presence of litter and debris, or other appropriate means that consider the characteristics of the surrounding areas (Title 33, Code of Federal Regulations, Part 328.3). 2 H.T. Harvey & Associates. Biological Resources Report. December 2023. Page 40.

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South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 9 April 2024
restoring the topography of temporary impact areas to preconstruction conditions to the extent feasible, bank stabilization, and re-establishment of appropriate vegetation. A habitat-appropriate, weed-free native seed mix or propagated plants shall be applied or installed. Species such as California buckwheat (Eriogonum fasciculatum), California fuschia (Epilobium canum), coyote brush (Baccharis pilularis), purple needlegrass (Stipa pulchra), and seaside heliotrope (Heliotropium curassavicum) would be appropriate. The species composition shall be developed in coordination with Valley Water. The project proponent shall not plant, seed, or otherwise introduce invasive exotic plant species. Revegetation shall be completed as soon as possible after grading at the project site is completed. Seeding placed between October 15 and April 15 shall be covered with broadcast straw, jute netting, coconut fiber blanket, or similar erosion control blanket. Erosion control products with monofilament or woven plastic strands shall not be used. The revegetation will be considered successful if the vegetative cover in the temporary impact areas reaches 75% of the existing baseline cover, excluding species rated as “high” by Cal-IPC.

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The bridge would permanently shade 0.01 acres of intermittent stream/freshwater marsh.3 This habitat is naturally dynamic, seasonally altering its species composition, cover, and locations every year. The shading would occur in a gradient under the bridge with the sunniest area closest to the bridge edges and the shadiest area along the centerline of the bridge. These unpredictable factors would result in a shift in species composition, cover, and location. Nevertheless, the altered habitat is expected to function as an intermittent stream/freshwater marsh comparable to the existing conditions. Therefore, the project would not permanently impact intermittent stream/freshwater marsh.

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follows:

The San Francisco Bay RWQCB re-issued the Municipal Regional Stormwater NPDES Permit (MRP) in 2015 May 2022 to regulate stormwater discharges from municipalities and local agencies (co-permittees) in Alameda, Contra Costa, San Mateo, and Santa Clara Counties, and the cities of Fairfield, Suisun City, and Vallejo.4 Under Provision C.3 of the MRP, new and redevelopment projects that create or replace 10,000 5,000 square feet or more of impervious surface area are required to implement site design, source control, and Low Impact Development (LID)-based stormwater treatment controls to treat post-construction stormwater runoff. LID-based treatment controls are intended to maintain or restore the site’s natural hydrologic functions, maximizing opportunities for infiltration and evapotranspiration, and using stormwater as a resource (e.g. rainwater harvesting for non-potable uses). The MRP also requires that stormwater treatment measures are properly installed, operated, and maintained. 3 H.T. Harvey & Associates. Biological Resources Report. December 2023. Page 43. 4 MRP Number CAS612008 California Regional Water Quality Control Board San Francisco Region. Municipal Regional Stormwater NPDES Permit, Order No. R2-2022-0018, NPDES Permit No. CAS612008. May 11, 2022.

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South Milpitas Boulevard Bridge Responses to Comments
City of Milpitas 10 April 2024
SECTION 4.0 CONCLUSION
The comment received on the IS/MND did not raise any new issues about the project’s environmental impacts or provide information indicating the project would result in new environmental impacts or impacts substantially greater in severity than disclosed in the IS/MND.

Minor clarifications were added to the text of the IS/MND (refer to Section 3.0 Draft IS/MND Text Revisions). The text revisions do not constitute a “substantial revision” pursuant to CEQA Guidelines §15073.5 and recirculation of the MND is not required.

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Santa Clara Valley Water District | 5750 Almaden Expressway, San Jose, CA 95118-3686 | (408) 265-2600 | www.valleywater.org Clean Water • Healthy Environment • Flood Protection
♺
File: 32980
Penitencia East Channel
March 29, 2024
Lyhak Eam, P.E.

City of Milpitas
455 East Calaveras Boulevard
Milpitas, CA 95035
Subject: Initial Study / Mitigated Negative Declaration for South Milpitas Boulevard Bridge Dear Lyhak Eam:

The Santa Clara Valley Water District (Valley Water) has reviewed the Initial Study / Mitigated Negative Declaration (IS/MND) for the South Milpitas Boulevard Bridge, received on March 4, 2024.

1. Valley Water owns fee title property along Penitencia East Channel where the bridge is proposed to be located. Any work on Valley Water’s fee title property will require the issuance of a Valley Water encroachment permit as per Valley Water’s Water Resources Protection Ordinance. Issuance of an encroachment permit and sale of a permanent easement for the bridge are discretionary acts and require Valley Water to be considered a responsible agency under CEQA.

2. The appendices referenced in the document were not provided in the link provided on the City’s website for the IS/MND. Please provide copies of the appendices referenced in the Biological Resources and Hydrology and Water Quality sections for our review.

3. Page 7, Section 2.7.2, Responsible Agency: Construction of the South Milpitas Boulevard Bridge will only require a Valley Water encroachment permit and not a Joint Use Agreement.

4. Page 9, Figure 3.2-1 shows that utilities are proposed to be installed on both the upstream and downstream faces of the bridge. Utilities are to be placed on the downstream face of the bridge only.

5. Page 11, Section 3.2.3, Right-of-Way and Temporary Construction Easements: This section should identify the permanent easements required to be dedicated to Valley Water for re-alignment of Valley Water’s existing maintenance roads along the north and south banks of the creek impacted by the bridge construction.

6. Page 13, Section 3.2.4, Construction: The discussion on page 13 regarding temporary work in the creek notes that work can only occur in the creek between June 15 and October 15 due to Valley Water requirements. Valley Water generally does not allow obstructions in the creek during the rainy season, April 15 and October 15. The CA Department of Fish and Wildlife, Regional Water Quality Control Board and Army Corps of Engineers permits for the project may define their own work windows, which may be more restrictive, in which the creek diversion, temporary falsework, etc. may occur in the creek.

DocuSign Envelope ID: 4D7FA633-E3C3-4907-9921-9783EA0BF068

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March 29, 2024
Lyhak Eam

7. Page 55, Impact BIO-2, Paragraph 1: The discussion on page 55 regarding waters of the US and State is not clear or consistent. The text states that Waters of the US and State occur up to the OHW and then states Waters of the State would occur to the top of bank which is not the same as OHW. Please revise the text for accuracy and consistency.

8. Page 55, Impact BIO-2, Paragraph 2: The document notes that 0.02 acres of riparian annual grasslands will be permanently impacted by the project; however, this section does not include any mitigation measures for this permanent impact. Measures to mitigate for the permanent impacts need to be discussed and mitigation measures proposed. Please note that mitigation for non-Valley Water projects such as this project is not allowed on Valley Water property.

9. Page 57, MM BIO-2.4: Page 57 states that work within the creek would occur between April 15 and October 15; however, page 13 notes work would only occur between June 15 and October

15. 10. Page 58, Impact BIO-3: The document notes there will be a permanent impact of 0.01 acres to intermittent stream/freshwater marsh and that mitigation is provided for as discussed under BIO2. However, as noted above the mitigation measures identified under BIO-2 do not address the permanent impacts to riparian habitat.

11. Page 45, Section 4.4.1.2, Existing Conditions, Riparian Annual Grassland: The ordinary high-water mark (OHWM) should be defined.

12. Page 56, MM BIO-2.4, Revegetation of Temporary Impact Areas: Plantings installed to restore Valley Water’s property must be approved by Valley Water in accordance with the Water Resources Protection Manual, including use of locally native riparian species grown from propagules collected in the Penitencia Creek watershed. The plant species included in the proposed seed mix do not match the riparian grassland or intermittent stream habitats that will be impacted. Additionally, the use of coyote brush and California buckwheat are woody species not appropriate for use on the inboard slopes of flood control channels.

13. Page 104, Municipal Regional Permit Provisions C.3: The document should reference the latest San Francisco Bay Regional Water Quality Control Board (RWQCB) National Pollutant Discharge Elimination System (NPDES) permit (Permit Order No. R2-2022-0018, NPDES Permit No. CAS612008), effective July 1, 2022, which requires post-development controls for 5,000 square feet, not 10,000 square feet as noted in the document.

14. Page 112, Impact HYD-3: The document notes the bridge would not impede flood flows and would avoid impacts within the bank or channel. Valley Water has not approved the final design details for the bridge for issuance of an encroachment permit at this time. Valley Water will require as part of the encroachment permit review process that the bridge is designed in accordance with Valley Water’s Water Resources Protection Manual’s requirements for freeboard and that the City demonstrate that the bridge would not increase flooding.

15. Valley Water records show that two (2) active wells are located on the project site. While Valley Water has records for most wells located in the County, it is always possible that a well exists that is not in Valley Water’s records. If previously unknown wells are found on the subject property during development, they must be properly destroyed under permit from Valley Water or registered with Valley Water and protected from damage. For more information, please contact Valley Water’s Well Ordinance Program Hotline at (408) 630-2660.

If you have any questions, please contact me at (408) 630-3157 or [email protected]. Please reference Valley Water File No. 32980 on any future correspondence.

DocuSign Envelope ID: 4D7FA633-E3C3-4907-9921-9783EA0BF068

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March 29, 2024
Lyhak Eam
Sincerely,
Kevin Thai, CFM
Associate Engineer
Community Projects Review Unit
cc: Y. Arroyo, C. Haggerty, B. Hwang, J. Weinik, K. Thai, File DocuSign Envelope ID: 4D7FA633-E3C3-4907-9921-9783EA0BF068

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1871 The Alameda, Suite 200 • San José, CA 95126 • Tel: (408) 248-3500 • Fax: (408) 248-9641 • www.davidjpowers.com d

NOTICE OF EXEMPTION MEMORANDUM
July 29, 2021
From: Demetri Loukas To: Julie Waldron
Principal Project Manager Associate Engineer
David J. Powers & Associates, Inc. City of Milpitas
1871 The Alameda, Suite 200 455 E. Calaveras Boulevard
San Jose, CA 95126 Milpitas, CA 95035

Re: Qualifications of the Montague Expressway Pedestrian Overcrossing for a Statutory Exemption under Public Resources Code Section 21080.25
Background
The Project Site is within the Transit Area Specific Plan (TASP) area. The primary objective of the TASP was the redevelopment of the industrial land around the existing Valley Transportation Agency (VTA) light rail stations and the future BART station (now constructed) with transit-oriented residential and commercial developments. One of the specific objectives of the TASP was to ensure the pedestrian-oriented character of the Planning Area by creating streetscapes that are richly detailed, fine-grained, and provide good connectivity between desired destinations. The construction of pedestrian overcrossings extending over Montague Expressway (Project) was explicitly identified in the TASP.

A Programmatic Environmental Impact Report (PEIR) was prepared for the TASP that evaluated the potential environmental impacts of the Specific Plan at a program level. The Final PEIR was adopted in May 2008, and amended in 2011. The TASP PEIR assumed that project-level, site-specific environmental issues for a given parcel proposed for redevelopment would require additional review.

This Notice of Exemption (NOE) Memorandum provides that subsequent project-level environmental review for the Project.

Project Description
The Project proposes to construct a 198-foot-long pedestrian overcrossing across Montague Expressway. The overcrossing would be located approximately 200 feet south of Delano Street and immediately north of Penitencia East Channel. An aerial photograph of the project location and surrounding area is shown on Figure 1. The pedestrian overcrossing would be supported by two towers, one located on each side of Montague Expressway, which would have stairs and elevators that provide pedestrian access to the overcrossing. The pedestrian overcrossing would connect the existing sidewalks along the east and west sides of Montague Expressway. A top-down view and cross-section of the proposed pedestrian overcrossing is shown on Figure 2.

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Montague Expressway
Montague Expressway
Great Mall Parkway
East Capitol Avenue
South Milpitas Boulevard
Trade Zone Boulevard
Great Mall Drive
South Main Street
Oakland Road
South Ma ni St er et
South Abel Street
McCandless Drive
McCand el ss Dr vi e
Fallen Leaf Drive
Fal el n Leaf Dr vi e
Trimble Road
Lundy Place
Lundy Avenue
North Capitol Avenue
Penitencia Creek
Penitencia Creek
Penitencia Creek
Penitencia Creek
U.P.R.R.

U.P.R.R.

U.P.R.R.

U.P.R.R.

VTA Light Rail
VTA Light Rail
Piedmont Creek
AERIAL PHOTOGRAPH AND SURROUNDING LAND USES FIGURE 1
Aerial Source: Google Earth Pro, Jun. 24, 2021. Photo Date: Sep. 2020 0 200 800 1,200 2,000 Feet
Project Site
Auto Service
Church
Commercial
Educational Facilities
Residential
Office
Retail

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Source: Cornerstone, September 19, 2017.

TYPICAL SECTION

PROFILE GRADE

ELEVATION
PLAN
TOP DOWN VIEW AND CROSS SECTION OF THE PEDESTRIAN OVERCROSSING FIGURE 2

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1871 The Alameda, Suite 200 • San José, CA 95126 • Tel: (408) 248-3500 • Fax: (408) 248-9641 • www.davidjpowers.com Environmental Review
The City of Milpitas is responsible for construction and operation of the Project and is thus serving as Lead Agency under the California Environmental Quality Act (CEQA).

The Project, as described above, is a “Pedestrian and bicycle facilities, including new facilities” as defined under Public Resources Code 21080.25(b)(1) .

Pursuant to Public Resources Code section 21080.25(c), in order to be found statutorily exempt, the Project must meet the following requirements:
• A public agency is carrying out the project and is the Lead Agency for the project. o The City is carrying out the Project and is the Lead Agency for the Project. • The project is located in an urbanized area.
o The Project is located in an urbanized area as shown on Figure 1. • The project is located on or within an existing public right-of-way. o The Project is located within an existing public right-of-way as shown on Appendix A and Appendix B.
• The project shall not add physical infrastructure that increases new automobile capacity on existing rights-of-way except for minor modifications needed for the efficient and safe movement of transit vehicles, such as extended merging lanes. The project shall not include the addition of any auxiliary lanes.
o The Project would be limited to the construction of a pedestrian overcrossing extending over Montague Expressway and does not propose any changes to that could affect automobile capacity and does not include the addition of any auxiliary lanes.
• The construction of the project shall not require the demolition of affordable housing units. o The Project does not require the demolition of affordable housing units. • Projects with a cost of $100,000,000 or greater are subject to additional requirements. o The cost of the Project would not exceed $100,000,000.

In addition to the requirements of subsection (c), pursuant to Public Resources Code 21080.25(d), the lead agency must also certify that the project will be completed by a skilled and trained workforce in accordance with Chapter 2.9 (commencing with Section 2600) of Part 1 of Division 2 of the Public Contract Code. Here, the Project would be completed by a skilled and trained workforce in accordance with Chapter 2.9 (commencing with Section 2600) of Part 1 of Division 2 of the Public Contract Code.

Conclusion
As documented above, the Project meets all of the requirements for a Statutory Exemption under Public Resources Code section 21080.25; therefore, the Project is statutorily exempt from environmental review under CEQA.

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1871 The Alameda, Suite 200 • San José, CA 95126 • Tel: (408) 248-3500 • Fax: (408) 248-9641 • www.davidjpowers.com

APPENDIX A
Tract 10324 450 Montague

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1871 The Alameda, Suite 200 • San José, CA 95126 • Tel: (408) 248-3500 • Fax: (408) 248-9641 • www.davidjpowers.com

APPENDIX B
Tract 10363 Centre Pointe

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CITY OF MILPITAS

AGENDA REPORT
(AR)
Item Title: Adopt a Resolution Approving the Fiscal Year 2024-25 User and Regulatory Fee Schedule (Staff Contact: Luz Cofresí-Howe, Finance Director, 408-586-3111) Category: Public Hearings-Leadership and Support Services Meeting Date: 5/21/2024
Recommendation: Adopt a resolution approving the Fiscal Year 2024-25 User and Regulatory Fee Schedule.

BACKGROUND:

Consistent with Council adopted fiscal policy regarding user fees, staff is bringing forward the attached User and Regulatory Fee Schedule for Fiscal Year 2024-25 for Council consideration and adoption. Per the fiscal policy, all fees were reviewed for potential adjustments to recover the full cost of services provided.

The City user and regulatory fee schedule identifies fees for services and activities provided at the request of, or on behalf of, a single party as opposed to the public at large. Examples of user and regulatory fees collected by the City of Milpitas and municipalities throughout California include, but are not limited to:
• Planning Fees, such as entitlement review and review for compliance with the zoning code; • Building Fees, such as permitting of new construction or modifications to existing structures; • Engineering Fees, such as map review, encroachment permitting, and public improvement review; • Utility Fees, such as requests for sewer lateral inspections, and restoration of discontinued service; • Police Fees, such as vehicle impound and false alarm response; • Animal Regulation Fees, such as licensing and impound fees; • Fire Fees, such as annual inspections and construction review to ensure compliance with the fire code; • Recreation Fees, such as program participation fees, and facility rental fees; and • Administrative Fees, such as license application review fees.

User and regulatory fees specifically exclude:
• Taxes
• Assessments
• Franchise Fees
• Development Impact Fees
• Fines or Penalties
• Utility Rates and Services Charges
User and regulatory fees are established by the City Council. The fee schedule was most recently comprehensively updated on April 18, 2023.

The fee schedule is reviewed annually by City staff as part of the normal course of operations. Typically, a costof-service study is completed every three to five years, with incremental updates occurring in the years in between comprehensive studies. This update represents an interim year update with minor, incremental changes proposed that incorporate feedback received during prior fee studies, and feedback received subsequent to adoption of the City’s current schedule of fees.

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ANALYSIS:

During interim years (i.e., during years in between comprehensive fee studies) the City Council has authorized inflationary adjustments to fees. The inflationary adjustments are based on the estimated average annual increase in total employee compensation costs, with distinct averages calculated for employees commonly classified as miscellaneous employees and employees commonly classified as safety employees. If the estimated average employee compensation costs do not change or goes down, no change shall be made to the fee schedule for that year unless an adjustment is made to targeted cost recovery levels or fee study findings indicate that an adjustment is appropriate. The City’s annual budgeting process includes forecasted adjustments to City operating costs. For FY 2024-25, Miscellaneous Employee Compensation will increase by 5.8% and Safety Employee Compensation will increase by 6.06%.

Based on these changes to compensation costs, non-safety related fees are proposed to increase by 5.8% and safety-related related fees are proposed to increase by 6.06%1 In addition to the inflationary adjustments, several discrete changes are proposed to enhance fee schedule clarity, recalibrate fees to the City’s current costs of service, and comply with State of California limitations for various fees. Discrete fee adjustments include:

Development-Related Fees
• Update the Certificate of Occupancy permit fee in to 2 categories based on the floor area of the business; and
• Clarify the fee schedule to reflect current service offerings, including:
o Single Family Districts
o Site Development Requiring Planning Commission or City Council Approval o Conditional Use Permits for Multi-Family and Non-Residential o Deletion of the Special Use Permit Fee
Recreation Fees
• Adjust fees to align to the City Council adopted recreation cost recovery policy, by:
o Deletion of antiquated fees no longer in use; and
o Adding fees for the following:
▪ Fitness Passes – per visit packages for non-residents ▪ Sports Center Unlimited Packages
▪ MSC Dance Studio rental
▪ Rental deposit for Sal Cracolice Facility Amphitheater ▪ Senior Center Event Non-Member Fee
POLICY ALTERNATIVES:

As only minor fee adjustments are proposed, in line with the adopted City Fiscal Policy regarding user fees, no alternatives are recommended.

FISCAL IMPACT:

The anticipated revenue impact of the proposed changes is $700,000 per year.

CALIFORNIA ENVIRONMENTAL QUALITY ACT:

The fees (charges) authorized by this Resolution are statutorily exempt from environmental review under Guideline 15273 of the California Environmental Quality Act (CEQA), which provides an exemption for the establishment or modification of charges by public agencies, which the public agency finds are for the purpose of meeting operating expenses.

RECOMMENDATION:

Adopt a resolution approving the Fiscal Year 2024-25 User and Regulatory Fee Schedule. 1 Rounding may result in adjustments marginally different than the percentages listed above.

Page 925 of 990 ends

ATTACHMENTS:
(a) Resolution Approving the User and Regulatory Fee Schedule for Fiscal Year 2024-25 (b) Illustration of Current and Proposed Fees and Fee Schedule Changes

Page 926 of 990 ends

RESOLUTION NO. _______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MILPITAS APPROVING THE USER AND REGULATORY FEE SCHEDULE FOR FISCAL YEAR 2024-25 WHEREAS, the City of Milpitas (the “City”) charges fees for licenses, permits, and various services provided by the City (collectively, the “Fees”); and WHEREAS, the Fees are established to offset all, or portions of, the costs of providing the various services for which the Fees are collected; and
WHEREAS, certain of the Fees are subject to the adoption procedures set forth under Government Code section 66016, and others are subject to the procedures of Government Code section 66018; and WHEREAS, in addition to Fees, the City’s User and Regulatory Fee Schedule also identifies various fines and penalties (the “Penalties”) for violations of applicable State or local law, including violation of a provision of any ordinance or the City’s Municipal Code; and WHEREAS, historically the City has consolidated various fees, rates, and charges in a Master Fee Schedule including water and sewer service fees and charges adopted pursuant to the procedural and substantive requirements of article XIII D, section 6 of the California Constitution (also known as “Proposition 218”) and development impact fees adopted pursuant to the procedural and substantive requirements of Government Code Section 66000 et seq. (“Mitigation Fee Act”); and WHEREAS, in order to increase clarity regarding the user and regulatory fees governed by this resolution and ensure that water and sewer service fees and charges and development impact fees adopted and governed by separate actions are not inadvertently reviewed along with user and regulatory fees, these items will be identified in distinct schedules moving forward; and WHEREAS, water and sewer service fees and charges and development impact fees are not being considered, modified, or increased as part of this resolution; and WHEREAS, staff recommends authorizing the Finance Director to make annual inflationary adjustments for various fees identified in the User and Regulatory Fee Schedule; and WHEREAS, inflationary adjustments will be based on the estimated average annual increase in total employee compensation costs, with distinct averages calculated for employees commonly classified as miscellaneous employees and employees commonly classified as safety employees; and WHEREAS, if the estimated average employee compensation costs do not change or go down, no change shall be made to the fee schedule for that year unless an adjustment is made to targeted cost recovery levels or fee study findings indicate that an adjustment is appropriate; and WHEREAS, the City Council now wishes to adopt the updated User and Regulatory Fee Schedule set forth in Exhibit 1 hereto; and
NOW, THEREFORE, the City Council of the City of Milpitas hereby finds, determines, and resolves as follows:

1. The above Recitals are true and correct and by this reference incorporated herein.

2. The City Council hereby approves the User and Regulatory Fee Schedule included herewith as Exhibit 1. The fees and penalties adopted pursuant to this Resolution shall supersede any prior fees, charges, penalties, or other exactions imposed by resolution or otherwise by the City Council, to the extent such prior fees, charges, penalties, or other

Page 927 of 990 ends

exactions conflict with the Fees and Penalties set forth in Exhibit 1 hereto.

3. The City Council has considered the full record before it, which may include but is not limited to such things as the staff report, testimony by staff and the public, and other materials and evidence submitted or provided to it. Based upon such consideration, the City Council finds and determines that:
(a) The Fees established by this Resolution:
(1) are imposed for a specific government service provided directly to the payor, or for reasonable regulatory costs of the City for issuing licenses and permits, performing investigations, inspections, and administrative enforcements of the City’s Municipal Code or other rules or ordinances; (2) are no more than necessary to cover the reasonable costs of the governmental activity for which the Fee is imposed; and (3) the manner in which those costs are allocated to a payor bear a fair or reasonable relationship to the payor’s burdens on, or benefits received from, the governmental activity for which the Fee is imposed. (b) The Penalties established by this resolution are imposed for a violation of applicable State or local law, including violation of an ordinance of the City or the Municipal Code, and persons upon whom the Penalty is imposed have adequate rights to appeal such penalty under the Municipal Code.
(c) The Fees and Penalties are not taxes within the meaning of California Constitution article XIII C, section 1(e).

4. The Finance Director has authority to make annual inflationary adjustments for various fees identified in the Master Fee Schedule based on the estimated average annual increase in total employee compensation costs, with distinct averages calculated for employees commonly classified as miscellaneous employees and employees commonly classified as safety employees. If the estimated average employee compensation costs do not change or go down, no change shall be made to the fee schedule for that year unless an adjustment is made to targeted cost recovery levels or fee study findings indicate that an adjustment is appropriate.

5. The inflationary changes authorized by this Resolution do not apply to the rates for water and sewer service fees and charges. These rates and charges are established pursuant to the procedural and substantive requirements of article XIII D, section 6 of the California Constitution (also known as “Proposition 218”). Any reference to rates for water and sewer service fees and charges are included in the User and Regulatory Fee Schedule for information purposes only and are not considered, modified, or “increased” as such term is defined under Government Code section 53750 as part of the City’s fee schedule update.

6. The inflationary changes authorized by this Resolution do not apply to development impact fees. These fees are established pursuant to the procedural and substantive requirements of Government Code Section 66000 et seq. (“Mitigation Fee Act”). Any reference to the development impact fees are included in the User and Regulatory Fee Schedule for information purposes only and are not considered, modified, or “increased” as part of the City’s fee schedule update.

7. The updated User and Regulatory Fee Schedule will become effective sixty (60) days after adoption.

Page 928 of 990 ends

PASSED AND ADOPTED this ______________ day of _______, 2024 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

ATTEST: APPROVED
_____________________________ ________________________
Suzanne Guzzetta, City Clerk Carmen Montano, Mayor
APPROVED AS TO FORM:
____________________________
Michael Mutalipassi, City Attorney

Page 929 of 990 ends

Exhibit 1

Page 930 of 990 ends

Illustration of Current and Proposed Fees
Effective Fiscal Year 2024-25

Page 931 of 990 ends

Services / Activities / Subject Matter Page
BUILDING 3
ANIMAL REGULATION 23
PLANNING 24
ENGINEERING 27
PUBLIC WORKS 28
FIRE 31
AMBULANCE 37
POLICE 40
RECREATION 42
FINANCE 56
CITY CLERK 57
INFORMATION SERVICES 58
City of Milpitas

USER AND REGULATORY FEE SCHEDULE

Page 932 of 990 ends

City of Milpitas

BUILDING SAFETY AND HOUSING - CONSTRUCTION
New Construction, Tenant Improvements, Remodels
FY 23/24 Fee FY 23/24 Fee FY 24/25 Fee FY 24/25 Fee
Plan Review Inspection Plan Review Inspection
Occupancy Classification
Threshold
SqFt Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof
Percent
Change
Y'rly
Infl'tr
1 100 $ 278.65 $ 456.21 $ 294.81 $ 482.67 5.80% Y
200 $ 399.24 $ 684.32 $ 422.39 $ 724.01 5.80% Y
300 $ 580.12 $ 912.42 $ 613.76 $ 965.34 5.80% Y
400 $ 1,062.47 $ 1,254.58 $ 1,124.09 $ 1,327.35 5.80% Y 500 $ 1,303.64 $ 164.26 $ 1,824.84 $ 182.48 $ 1,379.25 $ 173.79 $ 1,930.69 $ 193.07 5.80% Y 1,000 $ 2,124.93 $ 192.94 $ 2,737.27 $ 182.48 $ 2,248.18 $ 204.13 $ 2,896.03 $ 193.07 5.80% Y 1,500 $ 3,089.63 $ 192.94 $ 3,649.69 $ 273.73 $ 3,268.83 $ 204.13 $ 3,861.37 $ 289.60 5.80% Y 2,000 $ 4,054.33 $ 164.26 $ 5,018.32 $ 364.97 $ 4,289.49 $ 173.79 $ 5,309.39 $ 386.14 5.80% Y 2,500 $ 4,875.63 $ 144.71 $ 6,843.17 $ 364.97 $ 5,158.41 $ 153.10 $ 7,240.07 $ 386.14 5.80% Y 3,000 $ 5,599.15 $ 82.13 $ 8,668.01 $ 159.67 $ 5,923.90 $ 86.89 $ 9,170.76 $ 168.94 5.80% Y 4,000 $ 6,420.44 $ 96.47 $ 10,264.75 $ 228.11 $ 6,792.83 $ 102.07 $ 10,860.11 $ 241.34 5.80% Y 5,000 $ 7,385.14 $ 48.24 $ 12,545.81 $ 114.05 $ 7,813.48 $ 51.03 $ 13,273.47 $ 120.67 5.80% Y Tract or Repetitive Fees: 25% of Original Same as regular 25% of Original Same as regular N Commercial / Multi-Family / NonResidential - New Construction, Tenant Improvement, and Shell
2 1,500 $ 4,494.01 $ 65.54 $ 11,476.56 $ 81.98 $ 4,754.67 $ 69.34 $ 12,142.20 $ 86.73 5.80% Y 7,500 $ 8,426.28 $ 93.63 $ 16,395.09 $ 131.16 $ 8,915.00 $ 99.06 $ 17,346.01 $ 138.77 5.80% Y 15,000 $ 15,448.17 $ 84.26 $ 26,232.14 $ 139.90 $ 16,344.17 $ 89.15 $ 27,753.61 $ 148.02 5.80% Y 30,000 $ 28,087.59 $ 15.60 $ 47,217.86 $ 59.02 $ 29,716.67 $ 16.51 $ 49,956.50 $ 62.45 5.80% Y 75,000 $ 35,109.48 $ 20.60 $ 73,777.91 $ 24.05 $ 37,145.83 $ 21.79 $ 78,057.02 $ 25.44 5.80% Y 150,000 $ 50,557.66 $ 33.71 $ 91,812.51 $ 61.43 $ 53,490.00 $ 35.66 $ 97,137.63 $ 64.99 5.80% Y 3 500 $ 1,685.73 $ 73.75 $ 3,193.48 $ 68.43 $ 1,783.50 $ 78.03 $ 3,378.70 $ 72.40 5.80% Y 2,500 $ 3,160.74 $ 105.36 $ 4,562.11 $ 109.49 $ 3,344.06 $ 111.47 $ 4,826.71 $ 115.84 5.80% Y 5,000 $ 5,794.69 $ 94.82 $ 7,299.38 $ 116.79 $ 6,130.78 $ 100.32 $ 7,722.74 $ 123.56 5.80% Y 10,000 $ 10,535.79 $ 23.62 $ 13,138.88 $ 49.27 $ 11,146.87 $ 24.99 $ 13,900.94 $ 52.13 5.80% Y 25,000 $ 14,078.73 $ 39.59 $ 20,529.50 $ 20.07 $ 14,895.30 $ 41.88 $ 21,720.22 $ 21.24 5.80% Y 50,000 $ 23,975.45 $ 47.95 $ 25,547.83 $ 51.10 $ 25,366.03 $ 50.73 $ 27,029.60 $ 54.06 5.80% Y 5 1,000 $ 4,249.87 $ 91.74 $ 7,983.70 $ 85.54 $ 4,496.36 $ 97.06 $ 8,446.75 $ 90.50 5.80% Y 5,000 $ 7,919.62 $ 126.45 $ 11,405.28 $ 136.86 $ 8,378.96 $ 133.79 $ 12,066.79 $ 144.80 5.80% Y 10,000 $ 14,242.30 $ 112.44 $ 18,248.45 $ 145.99 $ 15,068.35 $ 118.96 $ 19,306.86 $ 154.45 5.80% Y 20,000 $ 25,486.24 $ 20.75 $ 32,847.21 $ 61.59 $ 26,964.44 $ 21.95 $ 34,752.34 $ 65.16 5.80% Y 50,000 $ 31,711.15 $ 32.62 $ 51,323.76 $ 30.11 $ 33,550.40 $ 34.51 $ 54,300.54 $ 31.86 5.80% Y 100,000 $ 48,019.77 $ 48.02 $ 66,378.73 $ 66.37 $ 50,804.92 $ 50.80 $ 70,228.70 $ 70.22 5.80% Y Single-Family, Two-Family, Additional
Dwelling Units / Remodels
A-Assembly - New Construction
A-Assembly - Tenant Improvement
B - Business - New Construction:
3

Page 933 of 990 ends

City of Milpitas

BUILDING SAFETY AND HOUSING - CONSTRUCTION
New Construction, Tenant Improvements, Remodels
FY 23/24 Fee FY 23/24 Fee FY 24/25 Fee FY 24/25 Fee
Plan Review Inspection Plan Review Inspection
Occupancy Classification
Threshold
SqFt Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof
Percent
Change
Y'rly
Infl'tr
6 500 $ 1,628.84 $ 71.26 $ 3,492.87 $ 74.85 $ 1,723.32 $ 75.40 $ 3,695.45 $ 79.19 5.80% Y 2,500 $ 3,054.08 $ 101.80 $ 4,989.81 $ 119.76 $ 3,231.22 $ 107.71 $ 5,279.22 $ 126.70 5.80% Y 5,000 $ 5,599.15 $ 91.62 $ 7,983.70 $ 127.74 $ 5,923.90 $ 96.94 $ 8,446.75 $ 135.15 5.80% Y 10,000 $ 10,180.28 $ 16.97 $ 14,370.65 $ 53.89 $ 10,770.73 $ 17.95 $ 15,204.15 $ 57.02 5.80% Y 25,000 $ 12,725.35 $ 22.40 $ 22,454.15 $ 21.96 $ 13,463.42 $ 23.70 $ 23,756.49 $ 23.23 5.80% Y 50,000 $ 18,324.50 $ 36.65 $ 27,942.94 $ 55.89 $ 19,387.32 $ 38.77 $ 29,563.63 $ 59.13 5.80% Y 7 500 $ 1,911.37 $ 83.62 $ 4,391.03 $ 94.09 $ 2,022.23 $ 88.47 $ 4,645.71 $ 99.55 5.80% Y 2,500 $ 3,583.82 $ 119.46 $ 6,272.90 $ 150.55 $ 3,791.68 $ 126.39 $ 6,636.73 $ 159.28 5.80% Y 5,000 $ 6,570.34 $ 107.51 $ 10,036.65 $ 160.59 $ 6,951.42 $ 113.75 $ 10,618.77 $ 169.90 5.80% Y 10,000 $ 11,946.07 $ 19.91 $ 18,065.96 $ 67.75 $ 12,638.94 $ 21.06 $ 19,113.79 $ 71.68 5.80% Y 25,000 $ 14,932.59 $ 26.28 $ 28,228.07 $ 27.60 $ 15,798.68 $ 27.81 $ 29,865.30 $ 29.20 5.80% Y 50,000 $ 21,502.92 $ 43.01 $ 35,128.26 $ 70.25 $ 22,750.09 $ 45.50 $ 37,165.70 $ 74.33 5.80% Y 8 100 $ 898.80 $ 196.61 $ 1,596.74 $ 171.08 $ 950.93 $ 208.02 $ 1,689.35 $ 181.00 5.80% Y 500 $ 1,685.26 $ 280.88 $ 2,281.06 $ 273.73 $ 1,783.00 $ 297.17 $ 2,413.36 $ 289.60 5.80% Y 1,000 $ 3,089.63 $ 252.79 $ 3,649.69 $ 291.98 $ 3,268.83 $ 267.45 $ 3,861.37 $ 308.91 5.80% Y 2,000 $ 5,617.52 $ 46.81 $ 6,569.44 $ 123.18 $ 5,943.33 $ 49.53 $ 6,950.47 $ 130.32 5.80% Y 5,000 $ 7,021.90 $ 61.79 $ 10,264.75 $ 50.18 $ 7,429.17 $ 65.38 $ 10,860.11 $ 53.09 5.80% Y 10,000 $ 10,111.53 $ 101.11 $ 12,773.91 $ 127.74 $ 10,698.00 $ 106.98 $ 13,514.80 $ 135.15 5.80% Y 9 5,000 $ 6,179.27 $ 21.25 $ 9,124.22 $ 45.62 $ 6,537.67 $ 22.48 $ 9,653.43 $ 48.27 5.80% Y 25,000 $ 10,429.14 $ 47.87 $ 18,248.45 $ 109.49 $ 11,034.03 $ 50.65 $ 19,306.86 $ 115.84 5.80% Y 50,000 $ 22,396.61 $ 15.44 $ 45,621.12 $ 31.93 $ 23,695.61 $ 16.33 $ 48,267.15 $ 33.79 5.80% Y 100,000 $ 30,114.21 $ 8.91 $ 61,588.51 $ 8.36 $ 31,860.83 $ 9.42 $ 65,160.65 $ 8.85 5.80% Y 250,000 $ 43,476.60 $ 4.94 $ 74,134.32 $ 15.97 $ 45,998.24 $ 5.23 $ 78,434.11 $ 16.89 5.80% Y 500,000 $ 55,828.65 $ 11.16 $ 114,052.80 $ 22.81 $ 59,066.72 $ 11.81 $ 120,667.86 $ 24.14 5.80% Y 10 2,000 $ 2,380.34 $ 20.16 $ 2,488.42 $ 20.74 $ 2,518.40 $ 21.33 $ 2,632.75 $ 21.94 5.80% Y 10,000 $ 3,993.30 $ 48.39 $ 4,147.37 $ 49.77 $ 4,224.91 $ 51.20 $ 4,387.92 $ 52.66 5.80% Y 20,000 $ 8,832.19 $ 16.03 $ 9,124.22 $ 16.59 $ 9,344.46 $ 16.96 $ 9,653.43 $ 17.55 5.80% Y 40,000 $ 12,038.57 $ 8.97 $ 12,442.12 $ 9.50 $ 12,736.81 $ 9.49 $ 13,163.77 $ 10.06 5.80% Y 100,000 $ 17,421.82 $ 5.14 $ 18,144.76 $ 5.18 $ 18,432.28 $ 5.44 $ 19,197.16 $ 5.48 5.80% Y 200,000 $ 22,560.10 $ 11.28 $ 23,328.98 $ 11.66 $ 23,868.58 $ 11.94 $ 24,682.06 $ 12.34 5.80% Y F - Factory - Tenant Improvement:

B - Business - Tenant Improvement:

E - Education - New Construction:

E - Education - Tenant Improvement:

F - Factory - New Construction:
4

Page 934 of 990 ends

City of Milpitas

BUILDING SAFETY AND HOUSING - CONSTRUCTION
New Construction, Tenant Improvements, Remodels
FY 23/24 Fee FY 23/24 Fee FY 24/25 Fee FY 24/25 Fee
Plan Review Inspection Plan Review Inspection
Occupancy Classification
Threshold
SqFt Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof
Percent
Change
Y'rly
Infl'tr
11 1,000 $ 4,858.09 $ 106.27 $ 8,981.66 $ 96.23 $ 5,139.86 $ 112.43 $ 9,502.59 $ 101.81 5.80% Y 5,000 $ 9,108.92 $ 151.82 $ 12,830.94 $ 153.97 $ 9,637.24 $ 160.62 $ 13,575.13 $ 162.90 5.80% Y 10,000 $ 16,699.69 $ 136.63 $ 20,529.50 $ 164.24 $ 17,668.27 $ 144.56 $ 21,720.22 $ 173.76 5.80% Y 20,000 $ 30,363.07 $ 25.30 $ 36,953.11 $ 69.29 $ 32,124.13 $ 26.77 $ 39,096.39 $ 73.31 5.80% Y 50,000 $ 37,953.84 $ 33.40 $ 57,739.23 $ 28.23 $ 40,155.16 $ 35.34 $ 61,088.11 $ 29.87 5.80% Y 100,000 $ 54,653.53 $ 54.66 $ 71,853.27 $ 71.85 $ 57,823.43 $ 57.83 $ 76,020.75 $ 76.02 5.80% Y 12 1,000 $ 2,429.05 $ 53.14 $ 4,790.22 $ 51.32 $ 2,569.93 $ 56.22 $ 5,068.05 $ 54.30 5.80% Y 5,000 $ 4,554.46 $ 75.91 $ 6,843.17 $ 82.12 $ 4,818.62 $ 80.31 $ 7,240.07 $ 86.88 5.80% Y 10,000 $ 8,349.84 $ 68.32 $ 10,949.07 $ 87.59 $ 8,834.14 $ 72.28 $ 11,584.11 $ 92.67 5.80% Y 20,000 $ 15,181.53 $ 12.65 $ 19,708.32 $ 36.95 $ 16,062.06 $ 13.39 $ 20,851.41 $ 39.10 5.80% Y 50,000 $ 18,976.92 $ 16.70 $ 30,794.26 $ 15.05 $ 20,077.58 $ 17.67 $ 32,580.32 $ 15.93 5.80% Y 100,000 $ 27,326.76 $ 27.32 $ 38,321.74 $ 38.32 $ 28,911.72 $ 28.91 $ 40,544.40 $ 40.54 5.80% Y 13 2,000 $ 2,920.17 $ 31.94 $ 5,987.77 $ 32.08 $ 3,089.54 $ 33.79 $ 6,335.06 $ 33.94 5.80% Y 10,000 $ 5,475.31 $ 45.63 $ 8,553.96 $ 51.32 $ 5,792.88 $ 48.27 $ 9,050.09 $ 54.30 5.80% Y 20,000 $ 10,038.07 $ 41.06 $ 13,686.34 $ 54.75 $ 10,620.28 $ 43.45 $ 14,480.14 $ 57.92 5.80% Y 40,000 $ 18,251.04 $ 7.60 $ 24,635.41 $ 23.10 $ 19,309.60 $ 8.05 $ 26,064.26 $ 24.44 5.80% Y 100,000 $ 22,813.79 $ 10.04 $ 38,492.82 $ 9.41 $ 24,136.99 $ 10.62 $ 40,725.40 $ 9.96 5.80% Y 200,000 $ 32,851.86 $ 16.43 $ 47,902.18 $ 23.95 $ 34,757.27 $ 17.38 $ 50,680.50 $ 25.34 5.80% Y 14 1,000 $ 1,179.44 $ 25.80 $ 2,494.91 $ 26.73 $ 1,247.85 $ 27.30 $ 2,639.61 $ 28.28 5.80% Y 5,000 $ 2,211.46 $ 36.86 $ 3,564.15 $ 42.77 $ 2,339.72 $ 39.00 $ 3,770.87 $ 45.25 5.80% Y 10,000 $ 4,054.33 $ 33.17 $ 5,702.64 $ 45.62 $ 4,289.49 $ 35.10 $ 6,033.39 $ 48.27 5.80% Y 20,000 $ 7,371.52 $ 6.14 $ 10,264.75 $ 19.25 $ 7,799.07 $ 6.50 $ 10,860.11 $ 20.36 5.80% Y 50,000 $ 9,214.40 $ 8.11 $ 16,038.68 $ 7.84 $ 9,748.83 $ 8.58 $ 16,968.92 $ 8.30 5.80% Y 100,000 $ 13,268.73 $ 13.27 $ 19,959.24 $ 19.96 $ 14,038.32 $ 14.04 $ 21,116.88 $ 21.12 5.80% Y 15 500 $ 2,415.77 $ 105.69 $ 4,989.81 $ 106.92 $ 2,555.88 $ 111.82 $ 5,279.22 $ 113.13 5.80% Y 2,500 $ 4,529.57 $ 150.99 $ 7,128.30 $ 171.08 $ 4,792.28 $ 159.74 $ 7,541.74 $ 181.00 5.80% Y 5,000 $ 8,304.20 $ 135.89 $ 11,405.28 $ 182.48 $ 8,785.85 $ 143.77 $ 12,066.79 $ 193.07 5.80% Y 10,000 $ 15,098.55 $ 25.16 $ 20,529.50 $ 76.99 $ 15,974.27 $ 26.62 $ 21,720.22 $ 81.45 5.80% Y 25,000 $ 18,873.19 $ 33.22 $ 32,077.35 $ 31.36 $ 19,967.83 $ 35.14 $ 33,937.84 $ 33.18 5.80% Y 50,000 $ 27,177.39 $ 54.36 $ 39,918.48 $ 79.83 $ 28,753.68 $ 57.51 $ 42,233.75 $ 84.46 5.80% Y H - Hazardous Materials - New
Construction:

H - Hazardous Materials - Tenant
Improvement:

I - Licensed Clinics - New Construction:

I - Licensed Clinics - Tenant
Improvement:

M - Mercantile - New Construction:
5

Page 935 of 990 ends

City of Milpitas

BUILDING SAFETY AND HOUSING - CONSTRUCTION
New Construction, Tenant Improvements, Remodels
FY 23/24 Fee FY 23/24 Fee FY 24/25 Fee FY 24/25 Fee
Plan Review Inspection Plan Review Inspection
Occupancy Classification
Threshold
SqFt Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof
Percent
Change
Y'rly
Infl'tr
16 250 $ 1,109.28 $ 97.06 $ 1,995.92 $ 85.54 $ 1,173.62 $ 102.69 $ 2,111.69 $ 90.50 5.80% Y 1,250 $ 2,079.91 $ 138.66 $ 2,851.32 $ 136.86 $ 2,200.54 $ 146.70 $ 3,016.70 $ 144.80 5.80% Y 2,500 $ 3,813.16 $ 124.79 $ 4,562.11 $ 145.99 $ 4,034.32 $ 132.03 $ 4,826.71 $ 154.45 5.80% Y 5,000 $ 6,933.02 $ 23.11 $ 8,211.80 $ 61.59 $ 7,335.13 $ 24.45 $ 8,688.09 $ 65.16 5.80% Y 12,500 $ 8,666.27 $ 30.51 $ 12,830.94 $ 25.09 $ 9,168.92 $ 32.27 $ 13,575.13 $ 26.55 5.80% Y 25,000 $ 12,479.43 $ 49.91 $ 15,967.39 $ 63.87 $ 13,203.24 $ 52.81 $ 16,893.50 $ 67.57 5.80% Y 17 2,000 $ 10,808.41 $ 118.22 $ 27,443.96 $ 147.02 $ 11,435.30 $ 125.07 $ 29,035.70 $ 155.55 5.80% Y 10,000 $ 20,265.78 $ 168.88 $ 39,205.65 $ 235.23 $ 21,441.19 $ 178.68 $ 41,479.58 $ 248.88 5.80% Y 20,000 $ 37,153.92 $ 151.99 $ 62,729.04 $ 250.92 $ 39,308.85 $ 160.81 $ 66,367.33 $ 265.47 5.80% Y 40,000 $ 67,552.59 $ 28.15 $ 112,912.27 $ 105.86 $ 71,470.64 $ 29.78 $ 119,461.19 $ 111.99 5.80% Y 100,000 $ 84,440.74 $ 37.15 $ 176,425.43 $ 43.13 $ 89,338.30 $ 39.31 $ 186,658.10 $ 45.63 5.80% Y 200,000 $ 121,594.66 $ 60.80 $ 219,551.64 $ 109.77 $ 128,647.15 $ 64.33 $ 232,285.64 $ 116.14 5.80% Y 18 500 $ 2,569.37 $ 112.41 $ 6,386.96 $ 136.86 $ 2,718.39 $ 118.93 $ 6,757.40 $ 144.80 5.80% Y 2,500 $ 4,817.56 $ 160.59 $ 9,124.22 $ 218.98 $ 5,096.98 $ 169.90 $ 9,653.43 $ 231.68 5.80% Y 5,000 $ 8,832.19 $ 144.53 $ 14,598.76 $ 233.58 $ 9,344.46 $ 152.91 $ 15,445.49 $ 247.13 5.80% Y 10,000 $ 16,058.54 $ 26.76 $ 26,277.77 $ 98.54 $ 16,989.93 $ 28.32 $ 27,801.88 $ 104.26 5.80% Y 25,000 $ 20,073.17 $ 35.33 $ 41,059.01 $ 40.15 $ 21,237.41 $ 37.38 $ 43,440.43 $ 42.48 5.80% Y 50,000 $ 28,905.36 $ 57.81 $ 51,095.66 $ 102.19 $ 30,581.87 $ 61.16 $ 54,059.20 $ 108.12 5.80% Y 19 2,000 $ 22,608.05 $ 11.83 $ 34,928.67 $ 187.12 $ 23,919.32 $ 12.52 $ 36,954.53 $ 197.97 5.80% Y 10,000 $ 23,554.53 $ 196.29 $ 49,898.10 $ 299.39 $ 24,920.69 $ 207.67 $ 52,792.19 $ 316.75 5.80% Y 20,000 $ 43,183.30 $ 176.66 $ 79,836.96 $ 319.35 $ 45,687.93 $ 186.91 $ 84,467.50 $ 337.87 5.80% Y 40,000 $ 78,515.09 $ 32.71 $ 143,706.53 $ 134.72 $ 83,068.97 $ 34.61 $ 152,041.51 $ 142.54 5.80% Y 100,000 $ 98,143.86 $ 43.18 $ 224,541.45 $ 54.89 $ 103,836.21 $ 45.69 $ 237,564.86 $ 58.07 5.80% Y 200,000 $ 141,327.16 $ 70.66 $ 279,429.36 $ 139.71 $ 149,524.14 $ 74.76 $ 295,636.27 $ 147.81 5.80% Y 20 500 $ 3,270.97 $ 143.10 $ 6,985.73 $ 149.69 $ 3,460.68 $ 151.40 $ 7,390.91 $ 158.38 5.80% Y 2,500 $ 6,133.06 $ 204.44 $ 9,979.62 $ 239.51 $ 6,488.78 $ 216.29 $ 10,558.44 $ 253.40 5.80% Y 5,000 $ 11,243.94 $ 183.99 $ 15,967.39 $ 255.48 $ 11,896.09 $ 194.66 $ 16,893.50 $ 270.30 5.80% Y 10,000 $ 20,443.54 $ 34.07 $ 28,741.31 $ 107.78 $ 21,629.26 $ 36.05 $ 30,408.30 $ 114.03 5.80% Y 25,000 $ 25,554.42 $ 44.98 $ 44,908.29 $ 43.91 $ 27,036.58 $ 47.58 $ 47,512.97 $ 46.46 5.80% Y 50,000 $ 36,798.36 $ 73.60 $ 55,885.87 $ 111.77 $ 38,932.67 $ 77.87 $ 59,127.25 $ 118.25 5.80% Y M - Mercantile - Tenant Improvement:

R-1 - Residential Hotels - New
Construction:

R-1 - Residential Hotels - Tenant
Improvement:

R-2 - Residential Multi-Family - New
Construction:

R-2 - Residential Multi-Family - Tenant
Improvement:
6

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City of Milpitas

BUILDING SAFETY AND HOUSING - CONSTRUCTION
New Construction, Tenant Improvements, Remodels
FY 23/24 Fee FY 23/24 Fee FY 24/25 Fee FY 24/25 Fee
Plan Review Inspection Plan Review Inspection
Occupancy Classification
Threshold
SqFt Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof
Percent
Change
Y'rly
Infl'tr
21 2,000 $ 6,598.81 $ 72.17 $ 14,969.43 $ 80.19 $ 6,981.55 $ 76.36 $ 15,837.66 $ 84.84 5.80% Y 10,000 $ 12,372.78 $ 103.11 $ 21,384.90 $ 128.31 $ 13,090.40 $ 109.09 $ 22,625.22 $ 135.75 5.80% Y 20,000 $ 22,683.42 $ 92.80 $ 34,215.84 $ 136.86 $ 23,999.06 $ 98.18 $ 36,200.36 $ 144.80 5.80% Y 40,000 $ 41,242.59 $ 17.18 $ 61,588.51 $ 57.74 $ 43,634.66 $ 18.18 $ 65,160.65 $ 61.09 5.80% Y 100,000 $ 51,553.23 $ 22.68 $ 96,232.05 $ 23.52 $ 54,543.32 $ 24.00 $ 101,813.51 $ 24.89 5.80% Y 200,000 $ 74,236.66 $ 37.12 $ 119,755.44 $ 59.88 $ 78,542.38 $ 39.28 $ 126,701.26 $ 63.35 5.80% Y 22 1,000 $ 3,214.08 $ 70.31 $ 7,983.70 $ 85.54 $ 3,400.50 $ 74.39 $ 8,446.75 $ 90.50 5.80% Y 5,000 $ 6,026.41 $ 100.44 $ 11,405.28 $ 136.86 $ 6,375.94 $ 106.27 $ 12,066.79 $ 144.80 5.80% Y 10,000 $ 11,048.41 $ 90.40 $ 18,248.45 $ 145.99 $ 11,689.22 $ 95.64 $ 19,306.86 $ 154.45 5.80% Y 20,000 $ 20,088.02 $ 16.74 $ 32,847.21 $ 61.59 $ 21,253.12 $ 17.71 $ 34,752.34 $ 65.16 5.80% Y 50,000 $ 25,110.02 $ 22.10 $ 51,323.76 $ 25.09 $ 26,566.40 $ 23.38 $ 54,300.54 $ 26.55 5.80% Y 100,000 $ 36,158.43 $ 36.16 $ 63,869.57 $ 63.87 $ 38,255.62 $ 38.26 $ 67,574.00 $ 67.57 5.80% Y 23 1,000 $ 3,930.85 $ 85.99 $ 7,484.72 $ 80.19 $ 4,158.84 $ 90.97 $ 7,918.83 $ 84.84 5.80% Y 5,000 $ 7,370.34 $ 122.84 $ 10,692.45 $ 128.31 $ 7,797.82 $ 129.96 $ 11,312.61 $ 135.75 5.80% Y 10,000 $ 13,512.29 $ 110.56 $ 17,107.92 $ 136.86 $ 14,296.00 $ 116.97 $ 18,100.18 $ 144.80 5.80% Y 20,000 $ 24,567.79 $ 20.47 $ 30,794.26 $ 57.74 $ 25,992.73 $ 21.66 $ 32,580.32 $ 61.09 5.80% Y 50,000 $ 30,709.74 $ 27.02 $ 48,116.03 $ 23.52 $ 32,490.91 $ 28.59 $ 50,906.76 $ 24.89 5.80% Y 100,000 $ 44,222.03 $ 44.22 $ 59,877.72 $ 59.88 $ 46,786.91 $ 46.78 $ 63,350.63 $ 63.35 5.80% Y 24 1,000 $ 2,161.68 $ 47.29 $ 4,391.03 $ 47.05 $ 2,287.06 $ 50.03 $ 4,645.71 $ 49.78 5.80% Y 5,000 $ 4,053.16 $ 67.55 $ 6,272.90 $ 75.27 $ 4,288.24 $ 71.47 $ 6,636.73 $ 79.64 5.80% Y 10,000 $ 7,430.78 $ 60.80 $ 10,036.65 $ 80.29 $ 7,861.77 $ 64.32 $ 10,618.77 $ 84.95 5.80% Y 20,000 $ 13,510.52 $ 11.26 $ 18,065.96 $ 33.87 $ 14,294.13 $ 11.91 $ 19,113.79 $ 35.84 5.80% Y 50,000 $ 16,888.15 $ 14.86 $ 28,228.07 $ 13.80 $ 17,867.66 $ 15.72 $ 29,865.30 $ 14.60 5.80% Y 100,000 $ 24,318.93 $ 24.32 $ 35,128.26 $ 35.13 $ 25,729.43 $ 25.73 $ 37,165.70 $ 37.16 5.80% Y 25 500 $ 1,600.40 $ 70.02 $ 2,744.40 $ 58.81 $ 1,693.23 $ 74.08 $ 2,903.57 $ 62.22 5.80% Y 2,500 $ 3,000.76 $ 100.03 $ 3,920.57 $ 94.09 $ 3,174.80 $ 105.83 $ 4,147.96 $ 99.55 5.80% Y 5,000 $ 5,501.38 $ 90.02 $ 6,272.90 $ 100.37 $ 5,820.47 $ 95.24 $ 6,636.73 $ 106.19 5.80% Y 10,000 $ 10,002.52 $ 16.67 $ 11,291.23 $ 42.34 $ 10,582.66 $ 17.64 $ 11,946.12 $ 44.80 5.80% Y 25,000 $ 12,503.15 $ 22.01 $ 17,642.54 $ 17.25 $ 13,228.33 $ 23.28 $ 18,665.81 $ 18.25 5.80% Y 50,000 $ 18,004.53 $ 36.01 $ 21,955.16 $ 43.91 $ 19,048.79 $ 38.10 $ 23,228.56 $ 46.45 5.80% Y R-4 - Care / Assisted Living - New
Construction:

R-4 - Care / Assisted Living - Tenant
Improvement:

S-1 - Storage Moderate Hazard - New
Construction:

S-2 - Storage Low Hazard - New
Construction:

S - Storage - Tenant Improvement:
7

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City of Milpitas

BUILDING SAFETY AND HOUSING - CONSTRUCTION
New Construction, Tenant Improvements, Remodels
FY 23/24 Fee FY 23/24 Fee FY 24/25 Fee FY 24/25 Fee
Plan Review Inspection Plan Review Inspection
Occupancy Classification
Threshold
SqFt Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof Base Fee
Fee Per
Add'l 100 SF or
Fraction
Thereof
Percent
Change
Y'rly
Infl'tr
26 150 $ 927.24 $ 135.22 $ 1,696.54 $ 121.18 $ 981.02 $ 143.07 $ 1,794.93 $ 128.21 5.80% Y 750 $ 1,738.58 $ 193.18 $ 2,423.62 $ 193.89 $ 1,839.42 $ 204.38 $ 2,564.19 $ 205.14 5.80% Y 1,500 $ 3,187.40 $ 173.86 $ 3,877.80 $ 206.82 $ 3,372.27 $ 183.94 $ 4,102.71 $ 218.81 5.80% Y 3,000 $ 5,795.28 $ 32.20 $ 6,980.03 $ 87.25 $ 6,131.40 $ 34.06 $ 7,384.87 $ 92.31 5.80% Y 7,500 $ 7,244.09 $ 42.50 $ 10,906.30 $ 35.55 $ 7,664.25 $ 44.96 $ 11,538.86 $ 37.61 5.80% Y 15,000 $ 10,431.50 $ 69.55 $ 13,572.28 $ 90.48 $ 11,036.52 $ 73.58 $ 14,359.48 $ 95.73 5.80% Y 27 100 $ 618.16 $ 135.22 $ 1,197.55 $ 128.31 $ 654.02 $ 143.07 $ 1,267.01 $ 135.75 5.80% Y 500 $ 1,159.06 $ 193.18 $ 1,710.79 $ 205.30 $ 1,226.28 $ 204.38 $ 1,810.02 $ 217.20 5.80% Y 1,000 $ 2,124.93 $ 173.86 $ 2,737.27 $ 218.98 $ 2,248.18 $ 183.94 $ 2,896.03 $ 231.68 5.80% Y 2,000 $ 3,863.52 $ 32.20 $ 4,927.08 $ 92.38 $ 4,087.60 $ 34.06 $ 5,212.85 $ 97.74 5.80% Y 5,000 $ 4,829.40 $ 42.50 $ 7,698.56 $ 37.64 $ 5,109.50 $ 44.96 $ 8,145.08 $ 39.82 5.80% Y 10,000 $ 6,954.33 $ 69.55 $ 9,580.44 $ 95.80 $ 7,357.68 $ 73.58 $ 10,136.10 $ 101.36 5.80% Y 28 5,000 $ 5,840.33 $ 25.55 $ 10,977.58 $ 23.52 $ 6,179.07 $ 27.03 $ 11,614.28 $ 24.89 5.80% Y 25,000 $ 10,950.62 $ 36.50 $ 15,682.26 $ 37.64 $ 11,585.76 $ 38.62 $ 16,591.83 $ 39.82 5.80% Y 50,000 $ 20,076.14 $ 32.85 $ 25,091.62 $ 40.15 $ 21,240.55 $ 34.76 $ 26,546.93 $ 42.48 5.80% Y 100,000 $ 36,502.07 $ 6.08 $ 45,164.91 $ 16.94 $ 38,619.19 $ 6.44 $ 47,784.47 $ 17.92 5.80% Y 250,000 $ 45,627.59 $ 8.03 $ 70,570.17 $ 6.90 $ 48,273.99 $ 8.50 $ 74,663.24 $ 7.30 5.80% Y 500,000 $ 65,703.73 $ 13.14 $ 87,820.66 $ 17.57 $ 69,514.54 $ 13.90 $ 92,914.26 $ 18.59 5.80% Y * Amounts exclude City of Milpitas standard permitting fees and State of California fees. ** A - Assembly New Construction per 100 SF amounts adjusted in order to reflect proper scaling from tier to tier. No change proposed to base fee. *** S-1 - Storage Moderate Hazard - New Construction: per 100 SF amounts adjusted in order to reflect proper scaling from tier to tier. No change proposed to base fee.

U - Utility - Misc - New Construction:

U - Utility - Misc - Tenant Improvement:

Shell Building:
8

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City of Milpitas

BUILDING SAFETY AND HOUSING - MISCELLANEOUS
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr Note

MISCELLANEOUS FEES - RESIDENTIAL
Combination Permits
1 Attached Garage - 1 to 3 cars $1,375 $1,455 5.80% Y [a] 2 Detached Garage or Accessory Structure $1,181 $1,250 5.80% Y [a] 3 Bathroom Remodel (1 or more if inspected at same time) $1,007 $1,065 5.80% Y [a] 4 Kitchen Remodel $1,007 $1,065 5.80% Y [a]
5 Kitchen and Bathroom Remodel $1,463 $1,548 5.80% Y [a] 6 Patio Enclosure / Sunroom $1,356 $1,434 5.80% Y [a]
7 Garage conversion $1,295 $1,371 5.80% Y [a]
8 Green House $1,067 $1,129 5.80% Y [a]
9 Patio Cover $1,067 $1,129 5.80% Y [a]
10 Window, Skylight or Exterior Door $893 $945 5.80% Y [a] Miscellaneous Construction
11 Wood Fences over 7’ high, concrete / masonry over 4’ high $795 $841 5.80% Y [a] 12 Sound Wall $1,378 $1,458 5.80% Y [a]
13 Structural Roof Conversions $2.12 $2.24 per sq ft 5.80% Y [a] 14 AC Condenser Replacement $285 $302 5.80% Y
15 Furnace Replacement $342 $362 5.80% Y
16 Water Heater Replacement $342 $362 5.80% Y
17 Solar Permit
a) 15kW or less $450 $450 0.00% N
b) Above 15kW – base $450 $450 base 0.00% N
c) Above 15kW – per kW $15 $15 per kw 0.00% N
18 Solar Thermal
a) 10kWth or less $450 $450 0.00% N
b) 10kWth or more - base $450 $450 base 0.00% N
c) 10kWth or more – per kWth $15 $15 per kWth 0.00% N
19 Fireplace reconstruction $675 $714 5.80% Y [a]
20 Siding/stucco replacement $570 $603 5.80% Y
21 Seismic Strengthening $675 $714 5.80% Y [a]
22 Miscellaneous Construction Not Listed See hourly rates for Plan Review and
Inspection
See hourly rates for
Plan Review and
Inspection
N
Activity Description
9

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City of Milpitas

BUILDING SAFETY AND HOUSING - MISCELLANEOUS
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note

MISCELLANEOUS FEES - COMMERCIAL
Miscellaneous Construction
23 Permit Issuance Fee $196 $207 5.80% Y
24 Equipment Installation
a) Each Type - Plan Review $482 $510 5.80% Y
b) Each 2 pieces or fraction thereof - Inspection $456 $483 5.80% Y 25 Racks, each type
a) Each Rack Type $825 $872 5.80% Y
b) Each 5 racks or fraction thereof $228 $241 5.80% Y
26 Roof Screen $1,053 $1,114 5.80% Y [a]
27 Fences $1,053 $1,114 5.80% Y [a]
28 Monument Sign
a) Each Piece - Not Electrical $697 $738 5.80% Y [a]
b) Each Piece - Including Electrical $872 $922 5.80% Y [a] 29 Wall Mounted Sign
a) Not Electrical $469 $496 5.80% Y [a]
b) Including Electrical $644 $681 5.80% Y [a]
30 Solar Permit
a) 50kW or less $1,000 $1,000 0.00% N
b) 50kW – 250kW – Base $1,000 $1,000 base 0.00% N
c) 50kW – 250kW – per kW above 50kW $7 $7 per kW 0.00% N b) Above 250kW – base $2,400 $2,400 base 0.00% N
c) Above 250kW – per kW $5 $5 per kW 0.00% N
31 Solar Thermal
a) 30kWth or less $1,000 $1,000 0.00% N
b) 30kWth – 260kWth – Base $1,000 $1,000 base 0.00% N
c) 30kWth – 260kWth – per kWth above 30kWth $7 $7 per kWth 0.00% N d) 260+ kWth – Base $2,610 $2,610 base 0.00% N
e) 260+ kWth – per kWth above 260kWth $5 $5 per kWth 0.00% N 32 Miscellaneous Construction Not Listed See hourly rates for Plan Review and
Inspection
See hourly rates for
Plan Review and
Inspection
N
10

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City of Milpitas

BUILDING SAFETY AND HOUSING - MISCELLANEOUS
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
Other Plan Check, Inspection and Permit Fees
33 Certificate of Occupancy (inspection, record review, printing) $709 Y a) Tenant space up to 400 sq ft $709 $250 -64.73% Y
b) Tenant space over 400 sq ft $709 $750 5.80% Y
34 Temporary Building Permit Issuance ***** $437 $462 5.80% Y 35 Accessibility Exception Request $580 $614 5.80% Y
36 Christmas Tree Lot $326 $345 5.80% Y
37 Faithful Performance Bond Execution $339 $359 5.80% Y 38 Inspection Investigation Fee (Construction w/o Permits, Per MMC) 100% of insp. Fee 100% of insp. Fee N

RESIDENTIAL, COMMERCIAL, AND MEP FEES
Grading
39 Permit Issuance Fee $196 $207 5.80% Y
40 Plan Check:
a) 0 - 10,000 Cubic Yards $482 $510 5.80% Y
b) Add for each additional 10,000 CY or fraction thereof $121 $128 5.80% Y c) Over 100,000 Cubic Yards $1,568 $1,659 5.80% Y
d) Over 100,000 Cubic Yards – add for each additional 10,000 CY or fraction thereof
$60 $64 5.80% Y
41 Inspection:
a) 0 - 10,000 Cubic Yards $798 $845 5.80% Y
b) Add for each additional 10,000 CY or fraction thereof $114 $121 5.80% Y c) Over 100,000 Cubic Yards $1,825 $1,931 5.80% Y
d) Over 100,000 Cubic Yards – add for each additional 10,000 CY or fraction thereof
$57 $60 5.80% Y
11

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City of Milpitas

BUILDING SAFETY AND HOUSING - MISCELLANEOUS
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
Site Improvement
42 Permit Issuance $196 $207 5.80% Y
43 Plan Check
a) 0-50,000 SF $2,412 $2,552 5.80% Y
b) 50,001-100,000 SF $3,376 $3,572 5.80% Y
c) 100,001-500,000 SF $9,647 $10,207 5.80% Y
d) 500,001+ SF $1.45 $1.53 per 100 SF 5.80% Y
44 Inspection
a) 0-50,000 SF $3,650 $3,861 5.80% Y
b) 50,001-100,000 SF $5,475 $5,792 5.80% Y
c) 100,001-500,000 SF $11,405 $12,067 5.80% Y
d) 500,001+ SF $1.90 $2.01 per 100 SF 5.80% Y
Pools or Spas
45 Swimming Pool or Spa [a]
a) Private $1,036 $1,096 5.80% Y [a]
b) Public $1,633 $1,727 5.80% Y [a]
46 Swimming Pool and Spa Together [a]
a) Private $1,734 $1,834 5.80% Y [a]
b) Public $2,733 $2,891 5.80% Y [a]
47 Existing Pools / Spas – Repair or Renovation $567 $600 5.80% Y [a] Re-Roofing
48 Single-Family and Two-Family $668 $707 5.80% Y
49 Multi-Family, Residential, each building $1,074 $1,136 5.80% Y 50 Commercial/Industrial, each building ** $1,359 $1,438 5.80% Y 12

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City of Milpitas

BUILDING SAFETY AND HOUSING - MISCELLANEOUS
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
Miscellaneous Fee
51 Change of Address $665 $703 per request 5.80% Y
52 Extension of Plan Check $98 $103 5.80% Y
53 Extension of Permit $98 $103 5.80% Y
54 Records Research $98 $103 5.80% Y
55 Records Research with Documentation, per Address $147 $155 per address 5.80% Y 56 Report of Monthly or Yrly Bldg Permit Activity (no charge to public agencies) $98 $103 5.80% Y 57 Reprinting of Building Permit Cards $65 $69 5.80% Y
58 Alternative Materials or Methods of Construction $724 $765 5.80% Y Other Plan Check and Inspection Permit Fees
59 Inspection Investigation Fee (Construction w/o Permits, Per MMC) 100% of insp. Fee 100% of insp. Fee N 60 Reinspection Fee - per reinspection $342 $362 per reinspection 5.80% Y 61 Demolition Permit $561 $593 5.80% Y [a]
62 Revision / Deferred Submittal Plan Check - per hour $241 $255 per hour 5.80% Y 63 Digitizing
a) Document Size up to 11"x17"
i) 1st 10 pages $1 $1 each 0.00% N
ii) Each additional page 0.50 0.50 each 0.00% N
b) Document Size Larger than 11"x17" $4 $4 per page 0.00% N Hourly Rates
64 Hourly Rates - Normal Business Hours
a) Plan Check $241 $255 5.80% Y
b) Inspection $228 $241 5.80% Y
65 Afterhours (Overtime) Hourly Rates
a) Plan Check $289 $305 5.80% Y
b) Inspection $271 $287 5.80% Y
Standard Permitting Fees
66 Community Planning Fee - % of Building Permit 5.00% 5.00% 0.00% N 67 Technology Fee - % of Building Permit 3.80% 3.80% 0.00% N 13

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City of Milpitas

BUILDING SAFETY AND HOUSING - MISCELLANEOUS
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note

STATE FEES
Strong Motion Instrumentation and Seismic Hazard Mapping Fees: *** 68 Category 1 - Residential - Min Fee = $0.50 Val. x 0.00013 Val. x 0.00013 N 69 Category 2 - All Other Buildings - Min Fee = $0.50 Val. x 0.00028 Val. x 0.00028 N Building Standards Administration Special Revolving Fund: *** 70 Permit Valuation
a) $1-$25,000 $1 $1 0.00% N
b) $25,001 - $50,000 $2 $2 0.00% N
c) $50,001 - $75,000 $3 $3 0.00% N
d) $75,001 - $100,000 $4 $4 0.00% N
e) Every $25,000 or fraction thereof above $100,000 $1 $1 0.00% N

ELECTRICAL
71 Electrical Permit Issuance **** $196 $207 5.80% Y
72 Plan Check Fee - ( min. 1 hr) - per hour $241 $255 per hour 5.80% Y 73 Receptacle Outlets, multiple on one circuit
a) First 20 $114 $121 5.80% Y
b) Each additional 20 $95 $101 5.80% Y
74 Receptacles or Junction box, fed from dedicated circuit - each $57 $60 each 5.80% Y 75 Switches, Dimmers, Occupancy sensors, Sensor Power Packs, etc. a) First 20 $114 $121 5.80% Y
b) Each additional 20 $95 $101 5.80% Y
76 Lighting Fixtures, Sockets
a) First 20 $114 $121 5.80% Y
b) Each additional 20 $95 $101 5.80% Y
77 Track lighting with fixtures - per linear feet $1.14 $1.21 5.80% Y 78 Pole/Platform-Mounted/Theatrical Fixtures - each $57 $60 each 5.80% Y 79 Circuit Breaker Panel/Subpanel, Lighting Control Panel – each $95 $101 each 5.80% Y 80 Residential Equipment, hardwired from dedicated circuit – each $57 $60 each 5.80% Y 81 Commercial Equipment, hardwired from dedicated circuit – each $95 $101 each 5.80% Y 82 Power pole for cubicles $57 $60 each 5.80% Y
14

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City of Milpitas

BUILDING SAFETY AND HOUSING - MISCELLANEOUS
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
83 Generator
a) Portable $114 $121 each 5.80% Y
b) 10 kW or less $114 $121 each 5.80% Y
c) More than 10 kW $171 $181 each 5.80% Y
84 Electrical vehicle charging station
a) Residential $57 $60 5.80% Y
b) Commercial $95 $101 5.80% Y
85 HEPA filter
a) First 20 $114 $121 5.80% Y
b) Each additional 20 $95 $101 5.80% Y
86 Time Clock $57 $60 each 5.80% Y
87 Sign, lighting systems from one branch circuit
a) First one $228 $241 5.80% Y
b) Each additional $114 $121 5.80% Y
88 Services
a) Not over 200 amps (new or change) – each $114 $121 each 5.80% Y b) 201 amps - 1000 amps (new or change) $228 $241 each 5.80% Y c) Over 1000 amperes (new or change) $285 $302 each 5.80% Y 89 Power Apparatus (UPS) or Transformer $95 $101 each 5.80% Y 90 Miscellaneous Apparatus, Conduits & Conductors $95 $101 each 5.80% Y 91 Construction Temporary Power Pole with service panel, each pole $114 $121 5.80% Y 92 Elevator $228 $241 each 5.80% Y
93 Special Circuitry, per circuit $95 $101 per circuit 5.80% Y

MECHANICAL
94 Mechanical Permit Issuance **** $196 $207 5.80% Y
95 Plan Check Fee (min.1 hr) $241 $255 per hour 5.80% Y 96 Install Furnace or Heater, Residential (not including duct work) $152 $161 5.80% Y 97 Install, Relocate, Replace Flue Vent (not including with appliance) $114 $121 5.80% Y 98 Install Hood with Mechanical Exhaust
a) Residential $95 $101 5.80% Y
b) Commercial $228 $241 5.80% Y
99 Duct Work per VAV or Single Zone System $95 $101 5.80% Y 15

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City of Milpitas

BUILDING SAFETY AND HOUSING - MISCELLANEOUS
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
100 Install Industrial-type Incinerator $171 $181 5.80% Y 101 Install
a) Boiler (each) $114 $121 each 5.80% Y
b) Condenser, VAV or Fan Coil 0-5 ton <2000 CFM (each) $114 $121 each 5.80% Y c) Condenser, VAV or Fan Coil Over 5 ton >2000 CFM (each) $228 $241 each 5.80% Y 102 Roof-top HVAC package unit including duct work $228 $241 5.80% Y 103 Dryer vent
a) Dryer vent, residential $95 $101 each 5.80% Y
b) Dryer vent, commercial $228 $241 each 5.80% Y
104 Pump $171 $181 each 5.80% Y
105 Install/Replace Fire or Fire/Smoke Dampers - 5 (or portion of) $114 $121 5.80% Y 106 Non-portable Evaporative Cooler $171 $181 5.80% Y
107 Single Bathroom Ventilation Fan and Duct $95 $101 5.80% Y 108 Ventilation System, not HVAC $114 $121 5.80% Y
109 Other Regulated Appliance $171 $181 5.80% Y
110 Process Piping
a) Hazardous process piping system
i) First 4 outlets $171 $181 5.80% Y
ii) Over 4 outlets - per outlet $95 $101 per outlet 5.80% Y b) Non-Hazardous process piping system
i) First 4 outlets $171 $181 5.80% Y
ii) Over 4 outlets - per outlet $95 $101 per outlet 5.80% Y

PLUMBING
111 Plumbing Permit Issuance **** $196 $207 5.80% Y
112 Plan Check Fee (min. 1 hr) - per hour $241 $255 per hour 5.80% Y 113 Plumbing Fixtures
a) First 5 traps (or portion of) $171 $181 5.80% Y
b) Each Additional trap $95 $101 5.80% Y
114 Building Drain or Sewer (New or Replacement) $171 $181 5.80% Y 115 Rain Water Drainage System $114 $121 5.80% Y
116 Water Heater and Vent $171 $181 5.80% Y
117 Gas Piping System - (each appliance) $114 $121 5.80% Y 16

Page 946 of 990 ends

City of Milpitas

BUILDING SAFETY AND HOUSING - MISCELLANEOUS
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
118 Automatic Gas Shut-off Device (Seismic or Excess Flow) if not part of new gas piping system
$114 $121 5.80% Y
119 Industrial Waste Pre-Treatment System $228 $241 5.80% Y 120 Grease Trap $171 $181 5.80% Y
121 Grease Interceptor $228 $241 5.80% Y
122 Water System Installation
a) New $342 $362 5.80% Y
b) Re-pipe $228 $241 5.80% Y
123 Pump $171 $181 each 5.80% Y
124 Repair/Alteration of Drain/Vent $171 $181 5.80% Y
125 Landscape Sprinkler System $171 $181 5.80% Y
126 Landscape Reclaim Water $285 $302 per valve 5.80% Y 127 Backflow Protection
a) first 5 $171 $181 5.80% Y
b) each additional 5 (or portion of) $95 $101 5.80% Y
128 Reclaim Water System, No Irrigation $342 $362 5.80% Y 129 Private Sewage Disposal System $114 $121 5.80% Y
** Additional fees may be charged for roof penetrations and/or equipment installation. *** Fees set by the State of California and are subject to change. **** Permit issuance fee. When more than one specialty permit (electrical, mechanical, plumbing) is concurrently issued to one applicant, only one permit issuance fee will be charged. ***** Full permit fees of the main building permit shall be paid prior to issuance of the temporary building permit. [a] 60% of the permit fee is considered inspection fee for the purpose of processing refund request and applying inspection investigation fee. 17

Page 947 of 990 ends

City of Milpitas

BUILDING SAFETY AND HOUSING - MOBILEHOME PERMIT
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr Note
Mobilehome Permit Fees
1 Permit Issuance Fee $196 $207 each 5.80% Y
2 Permits with HCD Standard Plan Approval: See Item A See Item A each 0.00% N a) Mobile Home (MH) Unit Installation (each) $196 min. $196 min. each 0.00% N b) MH Unit Foundation System (each) Table B Table B each 0.00% N c) Accessory building and structure, and building component (each) Table B Table B each 0.00% N [a] d) Plumbing Table C Table C each 0.00% N
e) Mechanical Table D Table D each 0.00% N
f) Electrical Table E Table E each 0.00% N
g) Plan Review N/A N/A each 0.00% N
3 Permits without HCD Standard Plan Approval: See Item A See Item A each 0.00% N a) Accessory building and structure, and building component (each) Table B Table B each 0.00% N [a] b) Plumbing Table C Table C each 0.00% N
c) Mechanical Table D Table D each 0.00% N
d) Electrical Table E Table E each 0.00% N
e) Plan Review
i) First submittal 1/2 of total permit fees 1/2 of total permit fees each 0.00% N [b] ii) Each resubmittal
a) First Hour $203 $203 each 0.00% N [b]
b) Second and subsequent whole hour $92 $92 each 0.00% N [b] c) Each 1/2 hour, or fractional part thereof $46 $46 each 0.00% N [b] Item A
4 Permit Fees
a) First Inspection:
i) First Hour Sum of all categories
($196 min.)
Sum of all categories
($196 min.)
each 0.00% N
ii) Second and subsequent whole hour $82 $82 each 0.00% N iii) Each 1/2 hour, or fractional part thereof $41 $41 each 0.00% N b) Re-Inspection (Each subsequent inspection)
i) First Hour $178 $178 each 0.00% N
ii) Second and subsequent whole hour $82 $82 each 0.00% N iii) Each 1/2 hour, or fractional part thereof $41 $41 each 0.00% N Activity Description
18

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City of Milpitas

BUILDING SAFETY AND HOUSING - MOBILEHOME PERMIT
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
Table B: Construction Permit Fee
5 Total Valuation
a) Up to $2,000 $45.00 $45.00 each 0.00% N
b) $2,001 - $25,000
i) Base fee for first $2,000 $45.00 $45.00 each 0.00% N ii) Fee for each additional $1,000 or fraction thereof, up to $25,000 $9.00 $9.00 each 0.00% N c) $25,001 - $50,000
i) Base fee for first $25,000 $252.00 $252.00 each 0.00% N ii) Fee for each additional $1,000 or fraction thereof, up to $50,000 $6.50 $6.50 each 0.00% N d) $50,001 - $100,000
i) Base fee for first $50,000 $414.50 $414.50 each 0.00% N ii) Fee for each additional $1,000 or fraction thereof, up to $100,000 $4.50 $4.50 each 0.00% N e) $100,001 - $500,000
i) Base fee for first $100,000 $639.50 $639.50 each 0.00% N ii) Fee for each additional $1,000 or fraction thereof, up to $500,000 $3.50 $3.50 each 0.00% N f) $500,001 - $1,000,000
i) Base fee for first $500,000 $2,039.50 $2,039.50 each 0.00% N ii) Fee for each additional $1,000 or fraction thereof, up to $1,000,000 $3.00 $3.00 each 0.00% N g) $1,000,001 and Greater
i) Base fee for first $1,000,000 $3,539.50 $3,539.50 each 0.00% N ii) Fee for each additional $1,000 or fraction thereof $2.00 $2.00 each 0.00% N Table C: Plumbing Permit Fee
6 Each plumbing fixture, trap, set of fixtures on one trap, including water, drainage piping and backflow protection thereof
$3.00 $3.00 each 0.00% N
7 Each building sewer $14.00 $14.00 each 0.00% N
8 Each private sewage disposal system $14.00 $14.00 each 0.00% N 9 Each water heater and/or vent $7.00 $7.00 each 0.00% N 9 Each gas piping system for one to five outlets $7.00 $7.00 each 0.00% N 10 Each gas piping system for six or more outlets, per outlet $1.50 $1.50 each 0.00% N 11 Each gas regulator $1.50 $1.50 each 0.00% N
12 Each water branch service outlet or outlets at the same location, or each fixture supply
$1.00 $1.00 each 0.00% N
13 Each installation of water treating equipment $7.00 $7.00 each 0.00% N 14 Alteration or repair of water piping or water treating equipment $7.00 $7.00 each 0.00% N 15 Alteration or repair of drainage or vent piping $7.00 $7.00 each 0.00% N 19

Page 949 of 990 ends

City of Milpitas

BUILDING SAFETY AND HOUSING - MOBILEHOME PERMIT
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
16 Each lawn sprinkler system on any one meter, including backflow protection devices
$7.00 $7.00 each 0.00% N
17 Vacuum breakers or backflow protective devices on tanks, vats, etc., or for installation on unprotected plumbing fixtures:
a) One to five $7.00 $7.00 each 0.00% N
b) Over five, each additional $3.00 $3.00 each 0.00% N
Table D: Mechanical Permit Fee
18 The installation or relocation of each forced-air or gravity-type furnace or burner, including ducts and vents attached to such appliance, up to and including 100,000 Btu
$14.00 $14.00 each 0.00% N
19 The installation or relocation of each forced-air or gravity-type furnace or burner, including ducts and vents attached to such appliance over 100,000 Btu
$21.00 $21.00 each 0.00% N
20 The installation or relocation of each floor furnace, including vent $7.00 $7.00 each 0.00% N 21 The installation or relocation of each suspended heater, recessed wall heater or floor-mounted unit heater
$7.00 $7.00 each 0.00% N
21 The installation, relocation or replacement of each appliance vent installed and not included in an appliance permit
$7.00 $7.00 each 0.00% N
22 The repair of, alteration of, or addition to each heating appliance, refrigeration unit, comfort cooling unit, absorption unit, or each comfort heating, cooling, absorption, or evaporative cooling system, including installation of controls
$14.00 $14.00 each 0.00% N
23 The installation or relocation of each boiler or compressor to and including three horsepower or each absorption system to and including 100,000 Btu
$14.00 $14.00 each 0.00% N
24 The installation or relocation of each boiler or compressor over three horsepower or each absorption system over 100,000 Btu
$21.00 $21.00 each 0.00% N
25 Each air handling unit, including ducts attached thereto $7.00 $7.00 each 0.00% N 26 For each evaporative cooler other than portable type $7.00 $7.00 each 0.00% N 27 For each vent fan connected to a single duct $3.00 $3.00 each 0.00% N 28 For each vent ventilation system which is not a portion of any heating or air conditioning system authorized by a permit
$7.00 $7.00 each 0.00% N
29 Each installation of equipment regulated by this chapter for which no other fee is listed
$7.00 $7.00 each 0.00% N
20

Page 950 of 990 ends

City of Milpitas

BUILDING SAFETY AND HOUSING - MOBILEHOME PERMIT
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
Table E: Electrical Permit Fee
30 Each wiring outlet where current is used or controlled, except services, sub-feeders and meter outlets
$0.35 $0.35 each 0.00% N
31 Each fixture, socket or other lamp holding device $0.35 $0.35 each 0.00% N 32 Each motor of not more than 50 h.p. $4.25 $4.25 each 0.00% N 33 Each motor of more than 50 h.p. $10.50 $10.50 each 0.00% N 33 Each mercury arc lamp and equipment $1.00 $1.00 each 0.00% N 34 Each range, water heater or clothes dryer installation $7.00 $7.00 each 0.00% N 35 Each space heater or infrared heat installation $1.50 $1.50 each 0.00% N 36 Each stationary cooking unit, oven, or space heater $1.50 $1.50 each 0.00% N 37 Each garbage disposer, dishwasher, or fixed motor-operated appliance not exceeding ½ h.p.
$1.50 $1.50 each 0.00% N
38 Working light in buildings in course of construction or undergoing repairs, or where temporary lighting is to be used
$3.00 $3.00 each 0.00% N
39 Each incandescent electric sign $1.50 $1.50 each 0.00% N 40 Electric signs or outline lighting, luminous gas type with: 1 to 4 transformers
$3.00 $3.00 each 0.00% N
41 Additional transformers, each $0.35 $0.35 each 0.00% N 42 Each rectifier and synchronous converter, per kw. $0.35 $0.35 each 0.00% N 43 Each additional circuit for a mobile home accessory building or structure or other electrical equipment
$1.50 $1.50 each 0.00% N
44 Each service:
a) 600 volts or less, not over 200-amperes $7.00 $7.00 each 0.00% N b) 600 volts or less, over 200-amperes $10.00 $10.00 each 0.00% N c) Over 600 volts $14.00 $14.00 each 0.00% N
45 Each installation of equipment regulated by this chapter for which no other fee is listed
$7.00 $7.00 each 0.00% N
[b] Only one plan review fee will be charged for identical structures submitted in the same permit application. [a] Accessory buildings and structures, and building components includes but not limited to: awning; deck larger than 12 SF, cabana, ramada, private garage, fence over 6 ft. in height, windbreak over 6 ft. in height.
21

Page 951 of 990 ends

City of Milpitas

BUILDING SAFETY AND HOUSING - NEIGHBORHOOD BEAUTIFICATION FY 23/24 Fee FY 24/25 Fee Percent
Change
Y'rly
Infl'tr Note
1 1st Violation to Neighborhood Beautification Ordinance $100 $100 0.00% N 2 2nd Violation to Neighborhood Beautification Ordinance $200 $200 0.00% N 3 3rd or More Violations to Neighborhood Beautification Ordinance $500 $500 0.00% N 4 Delinquency Penalty on Neighborhood Beautification Ordinance $25 $25 0.00% N 5 Graffiti Abatement Actual Cost Actual Cost N
6 Public Nuisance Abatement As defined in
Municipal Code
Sections
As defined in
Municipal Code
Sections
N
Activity Description
22

Page 952 of 990 ends

City of Milpitas

ANIMAL REGULATION
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr Note
1 Animal Bites Penalty $200 $200 0.00% N
2 Animal Impoundment Hearing $50 $50 0.00% N
3 Animal Nuisance (e.g. barking) $100 $100 0.00% N
4 Animals in Excess of Maximum Allowed Penalty $50 $50 0.00% N 5 Failure to Apply for Annual Animal Facility Permit $20 $20 0.00% N 6 Inadequate Control or Confinement of Potentially Dangerous Animal Penalty $100 $100 0.00% N 7 Late Payments for Animal Fees 10% 10% 7 days 0.00% N
8 Unlicensed dog or cat penalty $50 $50 0.00% N
9 Violation of Leash Law $25 $25 0.00% N
10 Dog License
a) Altered $25 $25 0.00% N
b) Late Fee $20 $20 0.00% N
c) Unaltered $65 $65 0.00% N
11 Cat License
a) Altered $15 $15 0.00% N
b) Late Fee $20 $20 0.00% N
c) Unaltered $35 $35 0.00% N
12 Dog Seller Fee
a) 1st Permit within Calendar Year $83 $88 5.80% Y
b) 2nd Permit within Calendar Year $166 $176 5.80% Y
13 Cat Seller Fee
a) 1st Permit within Calendar Year $55 $59 5.80% Y
b) 2nd Permit within Calendar Year $111 $117 5.80% Y
14 Animal Disposal Fee Actual Cost Actual Cost N
15 Quarantining Animal Fee Actual Cost Actual Cost N
16 Redemption of Impounded Animal Fee Actual Cost Actual Cost N 17 Annual Animal Adoption Permit Fee $55 $59 5.80% Y
18 Annual Animal Facility Permit Application Fee $55 $59 5.80% Y 19 Dangerous Animal Annual Permit Fee $166 $176 5.80% Y 20 Permit for Exception to Number or Type of Animals Allowed, Application Fee $22 $23 5.80% Y 21 Other Requested/Required Services - See City of San Jose (The City of Milpitas contracts with the City of San Jose for various Animal Regulation services)
See City of San Jose
fee schedule
See City of San Jose
fee schedule
N
Activity Description
23

Page 953 of 990 ends

City of Milpitas

PLANNING
FY 23/24 Fee FY 24/25 Fee Percent
Change
Y'rly
Infl'tr Note
Special Events:
1 Application Fee Type
a) Minor Events $258 $273 5.80% Y [a]
b) Regular Events $1,007 $1,066 5.80% Y [a]
c) Major Events $6,289 $6,654 5.80% Y [a]
2 Conceptual Review - Planning Staff Only - per meeting $386 $409 5.80% Y Pre-Application Review:
3 Single Family Districts $3,011 $3,186 5.80% Y
4 All Others Multi-Family / Non-Residential $9,594 $10,150 5.80% Y Tentative Maps:
5 Parcel Map $14,255 $15,082 5.80% Y
6 Tract Map $20,673 $21,872 5.80% Y
Minor Site Development:
7 Over the Counter Review $258 $273 5.80% Y
8 Staff Review Fee Zoning Administrator
a) Staff Review - Zoning Administrator $3,384 $3,580 5.80% Y b) Staff Review Hill Side - Zoning Administrator $4,705 $4,978 5.80% Y 9 Requiring PC / CC Approval Planning Commission / City Council $9,882 $10,455 5.80% Y Site Development:
10 New Development Requiring PC / CC Approval $18,927 $20,025 5.80% Y 11 Zoning Administrator $14,636 $15,485 5.80% Y
12 SB35 Housing Project $11,041 $11,681 5.80% Y
Minor Conditional Use Permit:
13 Staff Review - Zoning Administrator $1,431 $1,514 5.80% Y 14 Requiring PC / CC Approval Planning Commission / City Council $3,232 $3,420 5.80% Y 15 Telecommunications $1,008 $1,066 5.80% Y
Conditional Use Permit:
16 Single Family Districts $695 $736 5.80% Y
17 Temporary Use Permit $897 $949 5.80% Y
18 All Other CUPs Multi-Family / Non-Residential $16,078 $17,010 5.80% Y Activity Description
24

Page 954 of 990 ends

City of Milpitas

PLANNING
FY 23/24 Fee FY 24/25 Fee Percent
Change
Y'rly
Infl'tr
Activity Description Note
Signs:
19 Temporary (Including Banners) $121 $129 5.80% Y
20 Permanent (Including Wall Signs) $352 $372 5.80% Y
21 Freestanding signs over 6ft in height $595 $629 5.80% Y Variance:
22 Single Family Districts $1,058 $1,119 5.80% Y
23 Signs $1,039 $1,099 5.80% Y
24 Multi-Family / Non-Residential $3,258 $3,447 5.80% Y Special Use Permit:
25 Staff Review $1,008 z Y
26 Requiring PC / CC Approval $2,581 3.50% Y
Short-Term Rental Permit
25 Short-Term Rental Permit - Initial $520 $550 5.80% Y 26 Short-Term Rental Permit - Renewal $520 $550 5.80% Y Deposit-Based Fees:
27 Amendments, General Plan, Zoning, or Specific Plan (Map or Text) $20,000 $20,000 0.00% N 28 Development Agreements $20,000 $20,000 0.00% N
29 Environmental Review/CEQA clearance $35,000 $35,000 0.00% N 30 Planned Unit Development $20,000 $20,000 0.00% N
31 Billboards $2,500 $2,500 0.00% N
32 Initial Deposit to Offset Costs of Legal Review, Peer Review, Other Agency Review, etc. $5,000 $5,000 0.00% N [b] Miscellaneous: Fees:
33 Amendments/Modifications to an Existing Permit
a) Permit Adjustment 25% of permit fee 25% of permit fee N b) Permit Amendment 50% of permit fee 50% of permit fee 0.00% N 34 Appeal To Planning Commission/City Council $2,060 $2,179 5.80% Y 35 Time Extensions $850 $899 5.80% Y
36 Public Noticing Fee $615 $615 0.00% Y
37 Copies - per page $0.10 $0.10 0.00% N
38 Planning Research - per hour $257 $272 5.80% Y
39 Zoning Conformance Letter $243 $257 5.80% Y
40 Home Occupation Permit / Business License Review $61 $64 5.80% Y 41 Tree Removal $247 $261 5.80% Y
25

Page 955 of 990 ends

City of Milpitas

PLANNING
FY 23/24 Fee FY 24/25 Fee Percent
Change
Y'rly
Infl'tr
Activity Description Note
42 Building Plan Check Support $258 $273 5.80% Y
43 Building Inspection Support $258 $273 5.80% Y
44 Certificate of Occupancy Review $129 $136 5.80% Y
45 Permit Compliance Review $514 $544 5.80% Y
46 Letter of Determination / Interpretation $1,029 $1,088 5.80% Y 47 Pass Through for Legal Fees Pass - Through Pass - Through N 48 Vendor Payment Processing Fees Pass - Through Pass - Through N [c] 49 Technology Fee - % of Permit 3.80% 3.80% 0.00% N
[b] This deposit will be collected in addition to any other deposits or fixed fees. Any unused deposit amounts will be returned to applicant. [c] For payments made using vendor portal services, applicant shall be responsible for processing fees charged by vendor, as applicable. * Applicants for full cost (deposit-based) submittals shall pay for all City staff and contract service provider time and materials required to process the application. Hourly rates for City staff time vary by position, as outlined in the City's full cost allocation plan. [a] Minor events are for permits issued over-the-counter for small private events. Regular events permits are typically issued for events less than four consecutive days, including block parties, or that require review by multiple departments. Major event permits are typically issued for events that exceed four consecutive days and/or anticipate crowds exceeding 1,000 people.
26

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City of Milpitas

ENGINEERING
FY 23/24 Fee FY 24/25 Fee Percent
Change
Y'rly
Infl'tr Note
1 Minor Encroachment Permit $1,186 $1,255 5.80% Y
2 Lot Line / Merger Adjustment $3,500 $3,703 5.80% Y [a] 3 Street / Alley Easement Vacation $2,542 $2,690 5.80% Y Bldg Permit Reviews:
4 Single Family New Building / Addition $651 $689 5.80% Y 5 Commercial / Industrial New Building $2,170 $2,296 5.80% Y 6 Commercial / Industrial Tenant Improvement $217 $230 5.80% Y 7 Commercial / Industrial Site Improvement (including Grading) $1,953 $2,066 5.80% Y 8 All Other Permit Application Reviews (per hour) $217 $230 5.80% Y Engineering Plan Review: (Construction Cost Estimate)
9 Up to $50,000 $5,542 $5,864 5.80% Y
10 $50,001-$200,000 $11,085 $11,728 5.80% Y
11 $200,001-$500,000 $16,627 $17,591 5.80% Y
12 Over $500,001 $22,169 $23,455 5.80% Y
Engineering Inspection: (Construction Cost Estimate)
13 Up to $50,000 $5,542 $5,864 5.80% Y
14 Greater than $50,000 - % of Construction Cost Estimate 10% 10% 0.00% N 15 Technology Fee - % of Permit 3.80% 3.80% 0.00% N
[a] Fee includes Planning and Engineering review.

Activity Description
27

Page 957 of 990 ends

City of Milpitas

PUBLIC WORKS
FY 23/24 Fee / Rate FY 24/25 Fee / Rate Percent
Change
Y'rly
Infl'tr Note
Utilities
1 Service Request and Basic Inspection $136 $144 5.80% Y 2 Discontinuance of Service $136 $144 5.80% Y
3 Meter Removal / Installation
a) Less than 2" $110 $116 5.80% Y
b) Greater than or Equal to 2" $324 $343 5.80% Y
4 Water Meter Testing
a) Residential Deposit $110 $110 0.00% N [a]
b) Commercial Deposit $300 $300 0.00% N [a]
5 Hydrant Flow Test
a) Two or Fewer Hydrants $677 $716 5.80% Y
b) Three Hydrants $702 $743 5.80% Y
c) Four Hydrants $731 $774 5.80% Y
6 Sewer Lateral Inspection
a) Visual Inspection $110 $116 5.80% Y
b) Video Inspection - Residential $477 $505 5.80% Y
c) Video Inspection - Commercial $714 $756 5.80% Y
7 Backflow Testing Fee Actual Cost; per hour Actual Cost; per hour 8 Late Payment Penalty Fee (% of amount due) 5% 5% 0.00% N 9 Final Notice Penalty 5% 5% 0.00% N
10 Discontinuance of Service Warning Notice $10 $10 0.00% N 11 Restoration Fee - During Normal Operating Hours
a) Low Income $54 $56 3.67% CPI [b]
b) All Others $131 $138 5.80% Y
12 Restoration Fee - During Non-Operational Hours
a) Low Income $163 $169 3.67% CPI [b]
b) All Others $344 $364 5.80% Y
Notes
[a] If meter is not accurate, deposit is refunded. If meter has been tampered with, the resident or business is charged for the repair. [b]
* The City's utility rate schedule is adopted separately. Beginning in Fiscal Year 2023/24 the City will consolidate the listing of utility rates into a separate schedule.

Activity Description
For residential customers who demonstrate to the City a household income below 200 percent of the federal poverty line, the City will limit any service restoration charges during normal operating hours to fifty dollars ($50), and during nonoperational hours to one hundred fifty dollars ($150) for 2020. The limits will only apply if the City’s service restoration charges actually exceed these amounts. These limits are subject to an annual adjustment for changes in the Bureau of Labor Statistics’ Consumer Price Index for All Urban Consumers (CPI-U) beginning January 1, 2021.
28

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City of Milpitas

PUBLIC WORKS
FY 23/24 Fee FY 24/25 Fee Percent
Change
Y'rly
Infl'tr Note
Public Sewers
1 Delinquent Fees varies varies N [a]
2 Civil Penalties varies varies N [b]
3 Unmetered Wastes varies varies N [c]
4 Authority to Disconnect varies varies N [d]
5 Payment for Sewage Services varies varies N [e]
6 Inspection Fees varies varies N [f]
7 House Lateral Fee varies varies N [g]
8 Disbursements of Short Side Charges varies varies N [h] FOG and Stormwater Industrial/Commercial Violation
9 First Citation $500 $500 0.00% N [i]
10 Second Citation $625 $625 0.00% N [i]
11 Third Citation $750 $750 0.00% N [i]
Water Service Charges
12 Construction Water $2,000 $2,000 0.00% N
13 Deposits for service $150 $150 0.00% N
Notes
[a]
[b]
[c]
[d]
Activity Description
See City of Milpitas Municipal Code Section VIII-2-5.33. Permit applications are due ninety (90) days prior to commencing discharge to the sanitary system or expiration of existing discharge permit. Any person who fails to file an application for a discharge permit prior to discharge shall be assessed a penalty for delinquent filing as follows: (1) Up to and including thirty (30) days delinquency, the penalty shall be fifty percent (50%) of the permit fee. More than thirty (30) days but less than one year delinquency, the penalty shall be one hundred percent (100%) of the permit fee. (3) More than one(1) year delinquency, the penalty shall be one thousand percent (1,000%) of the permit fee. (b) Such penalties shall be in addition to any other penalties or fines that may be levied, and in addition to any other remedies that the City may have with respect to the discharge.

See City of Milpitas Municipal Code Section VIII-2-5.50. Any person who intentionally, accidentally, or negligently violates any provisions of this Chapter, any provision of any permit issued pursuant to this Chapter, or who intentionally, accidentally, or negligently discharges waste or wastewater which causes pollution, or violates any effluent limitation, national standard of performance, or national pretreatment or toxicity standard, shall be civilly liable to the City in a sum up to ten thousand dollars ($10,000) for the first day in which such violation occurs, up to twenty-five thousand dollars ($25,000) for the second day in which such violation occurs, and fifty thousand dollars ($50,000) for each additional day.

See City of Milpitas Municipal Code Section VIII-2-6.02. Where rates are herein specified to be in accordance with the use of water, all such premises shall be separately metered.

Where such metering is not provided, or for newly constructed units, the City shall make a reasonable estimate of the volume of water consumed to be used as a basis for sewer service charges.

See City of Milpitas Municipal Code Section VIII-2-6.03. In the event of a failure to pay the charges as provided for sewage service, the City is authorized to disconnect sewer or water service, or both.
29

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City of Milpitas

PUBLIC WORKS
FY 23/24 Fee FY 24/25 Fee Percent
Change
Y'rly
Infl'tr
Activity Description Note
[e]
[f]
[g]
[h]
[i] See City of Milpitas Municipal Code Section XI-16-14. Any person who intentionally or negligently violates any provision of this Chapter or any provision of any permit or certificate issued pursuant to this Chapter shall be civilly liable to the city in a sum not to exceed $25,000.00 per day for each day in which such violation occurs.

See City of Milpitas Municipal Code Section VIII-2-7.01. Each connector shall pay a fee to City for issuing of each permit, for the inspection of each house lateral, house sewer or side sewer, the sum of five dollars ($5). Where connector has on file with the City cash deposit for inspection of work, no inspection fee shall be required. In such case, all cost and expenses incurred by City in inspection of the connection shall be made from said deposit.

See City of Milpitas Municipal Code Section VIII-2-7.02. Before the issuance of a permit for the installation of a house lateral, connector shall pay City a fee which shall include the following: (A) An engineering charge to defray the cost of processing the permit application, which shall be an amount equal to forty cents ($0.40) times one-half the width of the street expressed in feet in which the house lateral is being constructed. (B) A short side charge shall be collected in all cases where the main or trunk to which connection is being made is located between the center line of the street and the property to be served. Said short side charge shall be an amount equal to four dollars and fifty cents ($4.50) times the distance in feet between the center line of the street and the main or trunk sewer to which the connection is being made. The purpose of this charge is to equalize connection cost for property on both sides of the street.

See City of Milpitas Municipal Code Section VIII-2-7.03. The City Council may disburse to connectors whose house laterals connect to a main or trunk sewer at a point beyond the center line of the street an amount equal to $4.50 times the distance in feet between the center of the street and the main or trunk sewer to which said connection was made.

See City of Milpitas Municipal Code Section VIII-2-6.04. All accounts are due and payable within fifteen (15) days of the date of the bill. Accounts shall become delinquent and a late fee equal to five percent (5%) of the amount due shall be imposed of a payment has not been received by 5:00 p.m. on the due date. 30

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City of Milpitas
FIRE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr Note

FIRE INVESTIGATION/ENFORCEMENT/RESPONSE
1 Emergency Response – Haz Mat Calls, Minimum 1-hr HR(s) * hourly rate HR(s) * hourly rate N 2 Response to DUI HR(s) * hourly rate HR(s) * hourly rate N 3 Non-Milpitas Response HR(s) * hourly rate HR(s) * hourly rate N 4 Response/Investigation Fee HR(s) * hourly rate HR(s) * hourly rate N 5 Referral Inspection (Life/Safety) 2 hrs minimum charge HR(s) * hourly rate HR(s) * hourly rate N 6 Referral Inspection (Haz Mat) 2 hrs minimum charge HR(s) * hourly rate HR(s) * hourly rate N 7 Fire Code Chapter 50 (Haz Mat) - Release Cleanup 2hrs minimum charge HR(s) * hourly rate HR(s) * hourly rate N 8 Enforcement Cost Recovery HR(s) * hourly rate HR(s) * hourly rate N

FALSE ALARM
9 False Alarm
a) First two in 12 month time-frame no charge no charge N b) 3rd occurrence $300 $300 0.00% N
c) 4th occurrence $600 $600 0.00% N
d) 5th or more $900 $900 0.00% N

MISCELLANEOUS
10 Data input (HMBP/HMIS), Minimum of 2 hours HR(s) * hourly rate HR(s) * hourly rate N 11 Late fee – over 60 days Collection Cost Collection Cost N 12 Failure to obtain a permit Double permit fee Double permit fee N 13 Weed Abatement. Fee = (hrs * $/HR), minimum 1-hr HR(s) * hourly rate HR(s) * hourly rate N 14 Fire Watch, Fee = (hrs * hourly rate). Std. or OT rate HR(s) * hourly rate HR(s) * hourly rate N [a] 15 Pre-inspection (residential care facilities) Per Code Per Code N 16 Confined Space permits HR(s) * hourly rate HR(s) * hourly rate N 17 Electronic Archive, per permit $25 $25 0.00% N
18 Use of Trailer $60 $60 per hour 0.00% N
19 Administrative Fee $70 $70 per hour 0.00% N
20 Instructor Actual Cost Actual Cost N
21 Fire Reports $13 $13 0.00% N
22 Other Services Not Listed HR(s) * hourly rate HR(s) * hourly rate N Activity Description
31

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City of Milpitas
FIRE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note

FIRE PREVENTION

ANNUAL OPERATIONAL PERMITS
23 A-1 Occupancy (theaters and other small viewing halls) $1,264 $1,341 6.06% Y 24 A-2 Occupancy (Food & Drink Establishment) $956 $1,013 6.06% Y 25 A-3 Occupancy (Worship, recreation, or amusement) $956 $1,013 6.06% Y 26 A-4 & A-5 Occupancy (indoors or outdoors sport event structures) $2,190 $2,322 6.06% Y 27 High Piled Storage $1,264 $1,341 6.06% Y
28 Malls
a) Small (0 to 50,000 s.f.) $941 $998 6.06% Y
b) Medium (50,001 to 100,000 s.f.) $1,573 $1,668 6.06% Y c) Large (over 100,000 s.f.) $2,190 $2,322 6.06% Y
29 Combustible Dust Producing Facility $632 $670 6.06% Y 30 Motels $956 $1,013 6.06% Y
31 Hotels & Multi-Story Structures
a) <5 stories $1,881 $1,995 6.06% Y
b) 5+ stories - per floor $316 $335 6.06% Y
32 Commercial Daycare
a) Small (<100 children or elderly) $617 $654 6.06% Y
b) Large (100+ children or elderly) $1,234 $1,309 6.06% Y 33 Residential Daycare
a) Small Family Daycare (8 or fewer children) $0 $0 N
b) Large Family Daycare (9-14 children) $0 $0 N
c) Elderly Care (6 or fewer people) $0 $0 N
34 Small Apartments (3-4 units) $310 $328 6.06% Y
35 Medium Apartments (5-15 units) $1,234 $1,309 6.06% Y 36 Large Apartments (more than 15 units) $1,851 $1,963 6.06% Y 37 Small Chemical User (Example: doctor/dentist, dry cleaner, photo shop, graphic design, print shop, automobile engine repair, propane, CO2 beverage dispensing system, battery systems, emergency generators, pools, etc.) $647 $686 6.06% Y
38 Medium Chemical User (Example: automobile body shop, research and design, analytical labs, pool supplies, big-box retail stores)
$1,602 $1,700 6.06% Y
39 Large Chemical User (Semiconductor or similar facilities) $2,528 $2,681 6.06% Y 40 Plating Shops $1,911 $2,027 6.06% Y
32

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City of Milpitas
FIRE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
41 Toxic Gas
a) Small Toxic Gas - Annual Monitoring Certification $1,234 $1,309 6.06% Y b) Large Toxic Gas - Annual Monitoring Certification $2,468 $2,618 6.06% Y 42 Mobile Fueling
a) Vendor $1,602 $1,700 6.06% Y
b) Site $1,602 $1,700 6.06% Y
43 Underground Tanks $972 $1,031 6.06% Y
44 Urban Runoff Inspections
a) Industrial $647 $686 6.06% Y
b) Restaurants (once every 2 years) $647 $686 6.06% Y
45 Other Miscellaneous Annual Inspections Fee - per hour HR(s) * hourly rate HR(s) * hourly rate N

CONSTRUCTION REVIEW / PERMIT / INSPECTION
Building Life / Safety:

Demolition Fees:
46 Interior or Partial Building or Misc. Demolition $618 $655 6.06% Y 47 Complete Building with or without Site Demolition $928 $984 6.06% Y 48 Grading Fees: These are only assessed if permits are submitted separately to Building Department from new construction or remodel permits. a) Less than 1 acre $618 $655 6.06% Y
b) 1-5 acres $928 $984 6.06% Y
c) Greater than 5 acres $1,237 $1,312 6.06% Y
49 Site Improvement Fees: These are only assessed if permits are submitted separately to Building Department from new construction or remodel permits. a) Less than 1 acre $928 $984 6.06% Y
b) 1-5 acres $1,855 $1,967 6.06% Y
c) Greater than 5 acres $310 $328 per acre 6.06% Y
50 New Building – Shell:
a) Less than 5,000 sq. ft. $928 $984 6.06% Y
b) 5,000-25,000 sq. ft. $1,855 $1,967 6.06% Y
c) 25,000-50,000 sq. ft. $2,783 $2,951 6.06% Y
d) 50,000+ sq. ft. – per sq. ft. $0.07 $0.07 per sq ft 6.06% Y 33

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City of Milpitas
FIRE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
51 New Building – New Construction:
a) Less than 5,000 sq. ft. $928 $984 6.06% Y
b) 5,000-25,000 sq. ft. $2,473 $2,623 6.06% Y
c) 25,000-50,000 sq. ft. $4,638 $4,919 6.06% Y
d) 50,000+ sq. ft. – per sq. ft. $0.10 $0.10 per sq ft 6.06% Y 52 Additions, Alterations, and Tenant Improvements:
a) Less than 5,000 sq. ft. $589 $625 6.06% Y
b) 5,000-25,000 sq. ft. $2,328 $2,469 6.06% Y
c) 25,000-50,000 sq. ft. $4,348 $4,612 6.06% Y
d) 50,000+ sq. ft. – per sq. ft. $0.10 $0.10 per sq ft 6.06% Y 53 Missed Plan Check by Appointment $310 $328 6.06% Y
54 Revision to Project Fee - per hour (min 1 hr) HR(s) * hourly rate HR(s) * hourly rate N 55 Tents, Canopies, or Membrane Structures:
a) 4 or less $927 $983 6.06% Y
b) 5+ $1,236 $1,311 6.06% Y
56 Temporary Assembly (Indoors or outdoors), with or w/out tent a) Occupancy 50-299 $927 $983 6.06% Y
b) Occupancy 300-999 $1,545 $1,638 6.06% Y
c) Occupancy 1000+ $2,472 $2,622 6.06% Y
Fire Extinguishing Systems: These are typically deferred submittals and reviewed and inspected after building plan submittals.
57 Fire Service Underground:
a) New or Replace - each $1,545 $1,638 6.06% Y
b) Repairs $618 $655 6.06% Y
58 Fire Sprinkler Systems:
a) Less than 2,000 sq. ft $898 $952 6.06% Y
b) 2,000+ sq. ft. – per sq. ft., fee = Base Fee + [(project sq. ft. - 2,000 sq. ft.) * per sq. ft. fee]
$0.23 $0.24 6.06% Y
59 Hood & Duct Systems – Each $1,236 $1,311 6.06% Y
60 FM 2000 (under floor systems, etc.) each $1,236 $1,311 6.06% Y 61 Other (deluge, foam, preaction, etc.) each $1,236 $1,311 6.06% Y 34

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City of Milpitas
FIRE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
Fire Alarm Systems:
62 Additions, Alterations, or Repairs: If more than 10 devices then the New Fire Alarm fee applies.
a) 1-5 Devices $618 $655 6.06% Y
b) 6-10 Devices $1,236 $1,311 6.06% Y
63 New Fire Alarm:
a) Less than 5,000 sq. ft. $1,236 $1,311 6.06% Y
b) 5,000+ sq. ft. – per sq. ft., fee = Base Fee + [(project sq. ft. - 5,000 sq. ft.) * per sq. ft. fee]
$0.21 $0.22 6.06% Y
64 Hazardous Materials - Building Construction:
a) Small TI without process piping or tools. (Example: registration form, inert compressed gas system installations, CO2 for beverage, small auto repair or retail).
$626 $664 6.06% Y
b) Facility TI with process piping or tanks < 4,000 sq. ft. (Example: H or F Occupancy, Plating Facility, chemical bunker). Does not include tools (tool fee is $1,240 $1,315 6.06% Y
c) Facility TI with process piping or tanks > 4,000 sq. ft. (Example: H or F Occupancy, Plating Facility, chemical bunker). Does not include tools (tool fee is $0.31 $0.33 per sq ft 6.06% Y
65 Tools with Hazardous Materials (Example: emergency generator, lift stations, aboveground tanks, treatment systems, battery module per 50KWh, propane system, large tank installations).
a) Up to Two Tools $1,240 $1,315 up to 2 tools 6.06% Y
b) Each Additional Tool $465 $493 per tool 6.06% Y
66 Closure - process / tools $943 $1,000 each 6.06% Y
67 Closure - Facility
a) Small TI without process piping or tools. (Example: registration form, inert compressed gas system installations, CO2 for beverage, small auto repair or retail).
$626 $664 6.06% Y
b) Facility TI with process piping or tanks < 4,000 sq. ft. (Example: H or F Occupancy, Plating Facility, chemical bunker). Tools included. $1,240 $1,315 6.06% Y
c) Facility TI with process piping or tanks > 4,000 sq. ft. (Example: H or F Occupancy, Plating Facility, chemical bunker). Tools included. $0.31 $0.33 per sq ft 6.06% Y
68 Underground Tank Installation:
a) 4 Tank System or less $5,642 $5,984 6.06% Y
b) Each additional tank $633 $672 6.06% Y
69 Underground Tank Removal:
a) 2 Tank System or Less $2,519 $2,671 6.06% Y
b) Each additional tank $317 $336 6.06% Y
35

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City of Milpitas
FIRE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
70 CERS & APSA - Fee no longer applicable
a) CERS - Fee no longer applicable $0 $0 N
b) APSA - Fee no longer applicable $0 $0 N
MISCELLANEOUS FEES:
71 After Hours or Fast-Track Plan Check, Inspection - 3 hrs min at OT Rate $1,089 $1,155 6.06% Y [a] 72 Alternate Materials & Methods Review $1,122 $1,190 6.06% Y 73 New Occupancy (new business)
a) No Hazardous Materials $310 $328 6.06% Y
b) With Hazardous Materials $617 $654 6.06% Y
74 Smoke Detectors Verifications (new owner) $310 $328 6.06% Y 75 Title 19 5-year automatic fire sprinkler certification a) Commercial, Industrial, Mixed Use, Hotel/Motel, Apartments, Condomimiums, etc. i. Building less than or equal to 50,000 sq. ft. $619 $657 6.06% Y ii. Building over 50,000 sq. ft.
a) First 50,000 sq. ft. $619 $657 6.06% Y
b) Each additional 50,000 sq. ft. or fraction thereof $310 $328 6.06% Y b) Townhome Buildings
i. Building less than or equal to 25,000 sq. ft. $310 $328 6.06% Y ii. Building over 25,000 sq. ft.
a) First 25,000 sq. ft. $310 $328 6.06% Y
b) Each additional 25,000 sq. ft. or fraction thereof $310 $328 6.06% Y 76 Failure to cancel a scheduled inspection 24 hrs. prior $310 $328 6.06% Y 77 Temporary Certificate of Occupancy $154 $164 6.06% Y 78 Standard Hourly Rate - per hour $310 $328 6.06% Y
79 Overtime Hourly Fee - per hour $363 $385 6.06% Y
80 Other activities not listed - per hour $310 $328 6.06% Y 81 Additional Plan Review Time - Std. or OT per hr. HR(s) * hourly rate HR(s) * hourly rate N 82 Additional Inspection Time - Std. or OT per hr. HR(s) * hourly rate HR(s) * hourly rate N 83 Fire Department Technology Fee - % of permit 3.80% 3.80% 0.00% N 84 Emergency Response Mapping - new projects - per hour $281 $298 6.06% Y [a] Minimum 3 hours.
36

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City of Milpitas

AMBULANCE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr Note

SERVICE FEES
1 ALS-1 (Advanced Life Support) $2,055.53 $2,055.53 0.00% N
2 ALS-2 (Advanced Life Support) $2,055.53 $2,055.53 0.00% N
3 BLS $1,644.43 $1,644.43 0.00%
N
4 Mileage $69.79 $69.79 0.00%
N
5 Hourly Ambulance Standby $260.13 $260.13 0.00%
N
6 Hourly Paramedic – Individual $130.06 $130.06 0.00%
N
7 Hourly EMT – Individual $86.71 $86.71 0.00%
N

EQUIPMENT/SUPPLIES
8 Airway/Nasal $39.97 $39.97 0.00%
N
9 Airway/Oral $21.80 $21.80 0.00%
N
10 Bag Valve Mask $132.62 $132.62 0.00%
N
11 Bandage, Elastic $10.72 $10.72 0.00%
N
12 Bandages Triangular $18.17 $18.17 0.00%
N
13 Bed Pan $18.17 $18.17 0.00%
N
14 Blanket, Disposable $43.60 $43.60 0.00%
N
15 Blood Glucose Test $36.34 $36.34 0.00%
N
16 Burn Sheet $67.22 $67.22 0.00%
N
17 Cervical Collar $130.81 $130.81 0.00%
N
18 Cold/Hot Pack $27.25 $27.25 0.00%
N
19 Cpap Procedure $563.19 $563.19 0.00%
N
20 Defib Pads $79.94 $79.94 0.00%
N
21 Dressing - Major $18.17 $18.17 0.00%
N
22 Dressing - Minor $18.17 $18.17 0.00%
N
23 Ekg Electrodes $34.52 $34.52 0.00%
N
24 Ekg Monitor 12 Lead $172.59 $172.59 0.00%
N
25 Emesis Basin/Bag $14.16 $14.16 0.00%
N
26 Endotracheal Tube Introducer/Gum Elastic Bougie $121.36 $121.36 0.00% N
27 Headbed Immobilizer $30.88 $30.88 0.00%
N
28 Hepa Mask $45.42 $45.42 0.00%
N
29 Hood, Spit Sock $29.91 $29.91 0.00%
N
30 Intravenous Saline Lock $95.65 $95.65 0.00%
N
31 Intravenous Infusion Set $161.69 $161.69 0.00%
N
32 Intravenous Start Kit $72.69 $72.69 0.00%
N
Activity Description
37

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City of Milpitas

AMBULANCE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
33 Intubation Supplies $81.75 $81.75 0.00% N
34 IO Supplies $541.39 $541.39 0.00% N
35 King Vision Video Larynoscope Channel Blade $30.05 $30.05 0.00% N 36 Lma Supreme - Supraglottic Airway $36.06 $36.06 0.00% N 37 Meconium Aspirator $16.15 $16.15 0.00% N
38 Nebulizer $85.39 $85.39 0.00% N
39 Non-Rebreather Mask $19.98 $19.98 0.00% N
40 O2 Cannula With End-Tidal $61.72 $61.72 0.00% N
41 O2 Mask/Cannula $41.79 $41.79 0.00% N
42 OB Pack $145.34 $145.34 0.00% N
43 Patient Mover $58.31 $58.31 0.00% N
44 Plueral Decompression $123.62 $123.62 0.00% N
45 Pulse Oximetry $76.30 $76.30 0.00% N
46 Razor, Disposable $1.51 $1.51 0.00% N
47 Splint Arm $27.25 $27.25 0.00% N
48 Splint Leg $27.25 $27.25 0.00% N
49 Splinting (Extremity) $130.81 $130.81 0.00% N
50 Strap, 5 Foot Immobization $20.10 $20.10 0.00% N
51 Suction Tube $56.32 $56.32 0.00% N
52 Suctioning $114.46 $114.46 0.00% N
53 Temperature Measurement $30.67 $30.67 0.00% N
54 Tourniquet, Combat $109.23 $109.23 0.00% N
55 Universal Precautions $50.87 $50.87 0.00% N
56 Urinal $18.17 $18.17 0.00% N
38

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City of Milpitas

AMBULANCE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note

MEDICATIONS
57 Acetaminophen (Ofirmev) $219.96 $219.96 0.00% N
58 Activated Charcoal $36.92 $36.92 0.00% N
59 Adenosine $105.37 $105.37 0.00% N
60 Albuterol $43.60 $43.60 0.00% N
61 Amiodarone $70.08 $70.08 0.00% N
62 Asprin $10.90 $10.90 0.00% N
63 Atrophine $30.88 $30.88 0.00% N
64 Atrophine High Dose $145.69 $145.69 0.00% N
65 Benadryl $30.88 $30.88 0.00% N
66 Calcium Chloride $30.88 $30.88 0.00% N
67 Dextrose 10% 25G In 250Ml Bag $44.03 $44.03 0.00% N
68 Dopamine Drip $98.10 $98.10 0.00% N
69 Duodote Autoinjector $91.29 $91.29 0.00% N
70 Epi 1:1,000 1Mg/1Cc $50.87 $50.87 0.00% N
71 Epi 1:10,000 $50.87 $50.87 0.00% N
72 Glucagon $517.78 $517.78 0.00% N
73 Glucose Paste $15.82 $15.82 0.00% N
74 Lidocaine 2% $39.97 $39.97 0.00% N
75 Midazolem $2.89 $2.89 0.00% N
76 Morphine $30.88 $30.88 0.00% N
77 Narcan $58.14 $58.14 0.00% N
78 Nitroglycerin Tablet $1.55 $1.55 0.00% N
79 Nitropaste $14.15 $14.15 0.00% N
80 Normal Saline Flush Pls 10Cc $27.16 $27.16 0.00% N
81 Normal Saline 1000Cc $176.23 $176.23 0.00% N
82 Ondansetron Injectable $63.22 $63.22 0.00% N
83 Ondansetron Oral Dissolving Tablet $52.21 $52.21 0.00% N 84 Sodium Bicarb $54.50 $54.50 0.00% N
85 Sterile Water $43.60 $43.60 0.00% N
86 Tranexamic Acid 1,000mg $10.37 $10.37 0.00% N
* These fees are intended to mirror fees authorized by the Santa Clara County Emergency Services Agency. If Santa Clara County EMS updates fees subsequent to the adoption of this schedule, this schedule shall be presumed to reflect updated amounts. In the case of discrepancies, fee amounts authorized by Santa Clara County EMS shall supersede the amounts listed above. The City will periodically examine costs to ensure that fees collected do not exceed the City's program costs of service. 39

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City of Milpitas
POLICE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr Note
Citations
1 Citation Sign off for Non Milpitas Residents $20 $20 0.00% N 2 Parking Citations $65 - $280 $65 - $280 0.00% N [a]
3 Copy of Traffic & Parking citations $5 $5 0.00% N
Alarm Fees and Fines
4 Alarm Permit
a) Alarm Permit - Initial $44 $46 per year 6.06% Y [b]
b) Alarm Permit - Renewal $22 $23 per year 6.06% Y [b]
c) Alarm Permit - Late Filing Fee 50% of permit fee 50% of permit fee N 5 False Alarm Response (per calendar year)
a) First No Charge No Charge N
b) Second No Charge No Charge N
c) Third $82 $87 6.06% Y
d) Fourth $136 $144 6.06% Y
e) Fifth $272 $289 6.06% Y
f) Sixth or More $272 $289 per response 6.06% Y
6 False Alarm Response - Additional Fee for Unregistered Alarm $27 $29 per response 6.06% Y Concealed Weapon Permit
7 Concealed Weapon Permit
a) Initial Application $330 $330 0.00% N [c]
b) Renewal Application $25 $25 0.00% N [c]
c) Psychological Testing $150 Actual Cost N [c]
d) Modification of Permit $10 $10 0.00% N [c]
Activity Description
40

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City of Milpitas
POLICE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
Miscellaneous
8 Fingerprints
a) Ink Card Up to (2) Cards $25 $25 0.00% N
b) Ink Card Over (2) Cards $5 $5 Each Additional Card 0.00% N c) Live Scan plus DOJ and FBI fees $25 $25 0.00% N
9 Subpoenas
a) Officer $275 $275 0.00% N
b) Records $15 $15 0.00% N
10 Administrative Tow Fees
a) Impound $346 $346 0.00% N
b) Stored $50 $50 0.00% N
11 Repossession Fee $15 $15 0.00% N
12 Incident (Log Event) Reports $5 $5 0.00% N
13 Photos on CD / Digital Media $15 $15 0.00% N
14 Police Reports
a) Up to (10) Pages $13 $13 0.00% N
b) Police Reports Over (10) Pages $1 $1 per page 0.00% N 15 US Investigative Request for Law Enforcement Data $15 $15 0.00% N 16 Videos / Digital Reproduction Actual Cost billed in 15 minute increments; $50 minimum Actual Cost billed in 15 minute increments;
$50 minimum
N [d]
17 Massage Permits $1,000 $1,000 0.00% N
[a] Amounts vary depending on citation type.
[b] Alarm permits are issued per calendar year. Permits will expire annually on December 31st. [c] Additional fees may apply (e.g., other agency fees, fingerprinting, background testing, firearm training, etc.). [d] For requests requiring special programming or formatting the City will recover actual costs, including a pass-through of any vendor costs incurred. 41

Page 971 of 990 ends

City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr Note

ADULT RECREATION
Adult Sports Enrichment Fees
1 Sports League (full season)
a) per team $545 - $775 $545 - $775 per season varies Y b) Additional fee per non-resident player $11 $11 per season 0% Y

AQUATICS
2 Recreational Swim $3 - $8 $3 - $8 per person varies Y 3 Swimming Lessons Group
a) Residents $85 - $116 $85 - $116 per session varies Y 4 Private Swimming Lessons
a) Residents $40 - $50 $40 - $50 per half hour lesson varies Y 5 Parent-Tot Drop-in swim pass
a) Residents $17 $17 per 5 visits 0% Y

ARTS & CULTURE PROGRAMS
5 Cultural Facilities Entrance Fee $0 - $20 $0 - $20 per person Y 6 Cultural Event Activity Fee $0 - $20 $0 - $20 per person Y 7 Busker Fee $0 - $20 $0 - $20 per event Y
8 Artisan/Cottage Vendor Fee $25 - $105 $25 - $105 per event Y 9 Theatre Audition/Cast Fee
a) Residents $0 - $138 $0 - $138 per production Y
10 Theatre Entrance Fees
a) General Production $0 - $20 $0 - $20 per person Y
b) Special Production $0 - $50 $0 - $50 per person Y
11 CONTRACT CLASSES / PROGRAMS Instructor:

Negotiated Rate
Instructor:

Negotiated Rate
N
Activity Description
42

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note

MEMBERSHIP
12 Senior Center Membership
a) Residents $14 - $18 $14 - $18 per year Y
b) Non-Resident $33 $33 per year 0% Y
Sports Center Membership
13 Fitness Passes- Per Visit Packages
a) 5 visits $27 $27 per package 0% Y
b) 10 visits $54 $54 per package 0% Y
c) 15 visits $81 $81 per package typo - adjust Y
d) 20 visits $108 $108 per package typo - adjust Y
14 Fitness Passes Senior (50+)- Per Visit Packages
a) 5 visits $17 $17 per package 0% Y
b) 10 visits $34 $34 per package 0% Y
c) 15 visits $51 $51 per package typo - adjust Y
d) 20 visits $68 $68 per package typo - adjust Y
15 Drop-In Fee $8 - $14 $8 - $14 per package varies Y
16 Sports Center Unlimited Packages
a) Monthly $70 $70 per package 0% Y
b) 3 Months $210 $210 per package 0% Y
c) 6 Months $310 $310 per package 0% Y
d) 12 Months $510 $510 per package 0% Y
17 Sports Center Unlimited Packages - Senior (50+)
a) Monthly $40 $40 per package 0% Y
b) 3 Months $95 $95 per package 0% Y
c) 6 Months $145 $145 per package 0% Y
d) 12 Months $255 $255 per package 0% Y
18 Annual Non-Resident Fee $55 - $109 $55 - $109 per year varies Y 18 Fitness Passes-Per Visit Packages - Non Resident
5 visits - Non Resident n/a $32 per package Y
10 visits - Non Resident n/a $64 per package Y
15 visits - Non Resident n/a $96 per package Y
20 visits - Non Resident n/a $128 per package Y
43

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
19 Fitness Passes Senior (50+)-Per Visit Packages
5 visits - Non Resident n/a $22 per package Y
10 visits - Non Resident n/a $44 per package Y
15 visits - Non Resident n/a $66 per package Y
20 visits - Non Resident n/a $88 per package Y
20 Sports Center Unlimited Packages
Monthly - Non Resident n/a $80 per package Y
3 Months - Non Resident n/a $238 per package Y
6 Months - Non Resident n/a $362 per package Y
12 Months - Non Resident n/a $611 per package Y
21 Sports Center Unlimited Packages-Senior (50+)
Monthly - Non Resident n/a $49 per package Y
3 Months - Non Resident n/a $119 per package Y
6 Months - Non Resident n/a $191 per package Y
12 Months - Non Resident n/a $347 per package Y
Artificial Turf Field
22 Deposit (Football/Soccer)
a) Priority II & III n/a n/a 0% N
b) Priority IV & V $1,000 $1,000 0% N
23 Deposit (Soccer/Volleyball)
a) Priority II & III n/a n/a 0% N
b) Priority IV & V $750 $750 0% N
24 Artificial Turf Football/Soccer w/o lights
a) Priority II & III n/a n/a 0% N
b) Priority IV $155 $155 per hour 0% N
c) Priority V $310 $310 per hour 0% N
25 Artificial Turf Football/Soccer w/ lights
a) Priority II & III n/a n/a 0% N
b) Priority IV $165 $165 per hour 0% N
c) Priority V $330 $330 per hour 0% N
44

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
26 Artificial Turf Volleyball/Soccer w/o lights
a) Priority II & III n/a n/a 0% N
b) Priority IV $105 $105 per hour 0% N
c) Priority V $210 $210 per hour 0% N
27 Artificial Turf Volleyball/Soccer w/ lights
a) Priority II & III n/a n/a 0% N
b) Priority IV $115 $115 per hour 0% N
c) Priority V $230 $230 per hour 0% N
28 Tournament: Field w/o lights (Football)
a) Priority II & III n/a n/a 0% N
b) Priority IV $220 $220 per hour 0% N
c) Priority V $330 $330 per hour 0% N
29 Tournament: Field w/ lights (Football)
a) Priority II & III n/a n/a 0% N
b) Priority IV $230 $230 per hour 0% N
c) Priority V $345 $345 per hour 0% N
30 Tournament: Field w/o lights (Small)
a) Priority II & III n/a n/a 0% N
b) Priority IV $165 $165 per hour 0% N
c) Priority V $248 $248 per hour 0% N
31 Tournament: Field w/ lights (Small)
a) Priority II & III n/a n/a 0% N
b) Priority IV $175 $175 per hour 0% N
c) Priority V $263 $263 per hour 0% N
Community Center Rentals
32 Application Fee (non-refundable) $21 - $31 $21 - $31 per rental 0% N 33 Rental Deposits: Classroom/Conference Room $200 $200 per rental 0% N 34 Rental Deposits: Auditorium $500 $500 per rental 0% N 35 Rental Deposits: Auditorium Screen $250 $250 per rental 0% N 45

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
36 Auditorium (3 hr. minimum)
a) Priority II no fee no fee 0% N
b) Priority III $105 $105 per hour 0% N
c) Priority IV $210 $210 per hour 0% N
d) Priority V $270 $270 per hour 0% N
37 Conference Room (2 hr. minimum)
a) Priority II no fee no fee 0% N
b) Priority III $37 $37 per hour 0% N
c) Priority IV $74 $74 per hour 0% N
d) Priority V $134 $134 per hour 0% N
38 Dance Studio. Craft Classroom (2 hr. minimum)
a) Priority II no fee no fee 0% N
b) Priority III $21 $21 per hour 0% N
c) Priority IV $42 $42 per hour 0% N
d) Priority V $102 $102 per hour 0% N
39 Facility Attendant Fees
a) Priority II,III, IV $31 $31 per hour 0% N
b) Priority V $62 $62 per hour 0% N
40 Piano
a) Priority III, IV $21 $21 per day 0% N
b) Priority V $84 $84 per day 0% N
41 Auditorium Sound System (includes staff time) $53 $53 per hour 0% N Field Rentals
42 Application Fee (non-refundable) $21 - $31 $21 - $31 0% N [a] 43 Rental Deposits
a) Priority II & III n/a n/a 0% N
b) Priority IV & V $750 $750 0% N
44 Cricket Pitch
a) Priority II & III n/a n/a 0% N
b) Priority IV $31 $31 per hour 0% N
c) Priority V $62 $62 per hour 0% N
46

Page 976 of 990 ends

City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
45 Soccer Field w/o lights (2hr. Minimum)
a) Priority II & III n/a n/a 0% N
b) Priority IV $31 $31 per hour 0% N
c) Priority V $62 $62 per hour 0% N
46 Soccer Field w/ lights (2hr. Minimum)
a) Priority II & III n/a n/a 0% N
b) Priority IV $42 $42 per hour 0% N
c) Priority V $84 $84 per hour 0% N
47 Softball/ Baseball Field w/o lights (2hr minimum)
a) Priority II & III n/a n/a 0% N
b) Priority IV $21 $21 per hour 0% N
c) Priority V $42 $42 per hour 0% N
48 Softball/ Baseball Field w/ lights (2hr minimum)
a) Priority II & III n/a n/a 0% N
b) Priority IV $31 $31 per hour 0% N
c) Priority V $62 $62 per hour 0% N
49 Tournaments: Field w/o lights
a) Priority II & III n/a n/a 0% N
b) Priority IV $63 $63 per hour 0% N
c) Priority V $126 $126 per hour 0% N
50 Tournaments: Field w/ lights
a) Priority II & III n/a n/a 0% N
b) Priority IV $83 $83 per hour 0% N
c) Priority V $166 $166 per hour 0% N
Gym, Courts & Pool Rentals
51 Application Fee (non-refundable) $21 - $31 $21 - $31 0% N 52 Rental Deposit
a) Priority II & III n/a n/a 0% N
b) Priority IV & V $750 $750 0% N
47

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
53 Large Gymnasium (3 hr. minimum)
a) Priority II & III n/a n/a 0% N
b) Priority IV $85 $85 0% N
c) Priority V $170 $170 0% N
54 MSC Dance Studio (2 hr. minimum)
a) Priority II no fee no fee 0% N
b) Priority III $21 $21 per hour 0% N
c) Priority IV $42 $42 per hour 0% N
d) Priority V $102 $102 per hour 0% N
55 Tournaments: Large Gymnasium (3 hr. Minimum)
a) Priority II & III n/a n/a 0% N
b) Priority IV $145 $145 0% N
c) Priority V $225 $225 0% N
56 Training Pool (2hr. minimum)
a) Priority II & III n/a n/a 0% N
b) Priority IV $52 $54-$74 per hr + 2 guards 4% N
c) Priority V $104 $108 - $128 per hr + 2 guards 4% N
57 Yard Pool (2 hr. minimum)
a) Priority II & III n/a n/a 0% N
b) Priority IV $65 $67-$87 per hr + 2 guards 4% N
c) Priority V $130 $135 - $155 per hr + 2 guards 4% N
58 Meter Pool (2 hr. minimum)
a) Priority II & III n/a n/a 0% N
b) Priority IV $75 $78-$98 per hr + 2 guards 4% N
c) Priority V $150 $155-$175 per hr + 2 guards 4% N
59 Facility Attendant/Scorekeeper (per attendant) [a]
a) Priority II & IV $31 $31 per hour 0% N
b) Priority V $62 $62 per hour 0% N
60 Lifeguard Fees (per Lifeguard) [a]
a) Priority II & IV $20 $20 per hour 0% N
b) Priority V $40 $40 per hour 0% N
48

Page 978 of 990 ends

City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
Higuera Adobe
61 Application Fee (non-refundable) $21 - $31 $21 - $31 0% N [b] 62 Rental Deposit $500 $500 0% N [b]
63 Auditorium (3hr. Minimum)
a) Priority II no fee no fee 0% N
b) Priority III $52 $52 per hour 0% N
c) Priority IV $104 $104 per hour 0% N
d) Priority V $164 $164 per hour 0% N
64 Facility Attendant Fees (per attendant)
a) Priority II, III, & IV $31 $31 per hour 0% N
b) Priority V $62 $62 per hour 0% N
City Hall
65 Application Fee (non-refundable) $30 $30 per rental 0% N 66 Rental Deposit $500 $500 0% N [b]
67 City Hall Rotunda (2 hr. minimum)
a) Priority II no fee no fee 0% N
b) Priority III $40 $40 per hour 0% N
c) Priority IV $80 $80 per hour 0% N
d) Priority V $160 $160 per hour 0% N
68 City Hall City Council Chambers (2 hr. minimum)
a) Priority II no fee no fee 0% N
b) Priority III $78 $78 per hour 0% N
c) Priority IV $260 $260 per hour 0% N
d) Priority V $520 $520 per hour 0% N
69 City Hall Veterans Plaza (2 hr. minimum)
a) Priority II no fee no fee N
b) Priority III $40 $40 per hour 0% N
c) Priority IV $80 $80 per hour 0% N
d) Priority V $160 $160 per hour 0% N
70 Staff/hour - Maintenance and/or IT (per attendent / per staff member) $50 $50 per hour 0% N Special Event Venue/Open Space
49

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
71 Application Fee (non-refundable) $31 $31 per application 0% N 72 Rental Deposits $1,000 $1,000 per day 0% N
73 Rental Fee
a) Priority II & III $1,033 $1,033 per day 0% N
b) Priority IV $2,066 $2,066 per day 0% N
c) Priority V $3,099 $3,099 per day 0% N
74 Facility Attendant Fees (per attendant) $31 $31 per hour 0% N Mobile Stage Rental
75 Deposit (All Priorities) $1,000 $1,000 0% N
76 Rental (All Priorities) $1,370 - $2,740 $1,370 - $2,740 per day 5% Y 77 Light Package $110 - $1,100 $110 - $1,100 per rental 5% Y [c] 78 Light Mixer $110 - $440 $110 - $440 per rental 5% Y [d] 79 Light Tech $33 - $110 $33 - $110 per hour varies Y [e] 80 Staff Fee $110 - $2,750 $110 - $2,750 per hour 5% Y [f] 81 Mileage $0.50 - $3.50 $0.50 - $3.50 per mile
outside City
0% Y [g]
82 ADA Ramp $270 $270 4% Y
83 Truss Roof Cover/ Banner Support $110 - $440 $110 - $440 per rental 5% Y [c] Picnic Area Rentals
84 Application Fee (non-refundable) $21 - $31 $21 - $31 0% N 85 Rental Deposit: Large Picnic Area $250 $250 0% N
86 Small Parks with Restrooms (50 or less capacity)
a) Priority III & IV $85 $85 per day per area 0% N [b]
b) Priority V $150 $150 per day per area 0% N [b]
87 Small Parks without Restrooms (50 or less capacity)
a) Priority III & IV $65 $65 per day per area 0% N [b]
b) Priority V $130 $130 per day per area 0% N [b]
50

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
88 Medium Parks 50 to 100 or less capacity
a) Priority III & IV $145 $145 per day per area 0% N [b] b) Priority V $205 $205 per day per area 0% N [b]
89 Large Parks More than 100+ capacity
a) Priority III & IV $330 $330 per day per area 0% N [b] b) Priority V $390 $390 per day per area 0% N [b]
Sal Cracolice Facility Rental
90 Application Fee (non-refundable) $21 - $32 $22 - $34 6% N 91 Rental Deposit Meeting Room $200 $200 per rental 0% N [h] 92 Rental Deposit Amphitheater n/a $500 per rental 0% N [h] 93 Rental Deposit Auditorium $500 $500 0% N [h]
94 Auditorium w/kitchenette (3hr. Minimum)
a) Priority II no fee no fee 0% N
b) Priority III $85 $85 per hour 0% N
c) Priority IV $170 $170 per hour 0% N
d) Priority V $230 $230 per hour 0% N
95 Facility Attendant Fees (per attendant)
a) Priority II, III, & IV $31 $31 per hour 0% N
b) Priority V $62 $62 per hour 0% N
96 Amphitheatre
a) Priority II, III, & IV $130 $130 per hour 0% N
b) Priority V $190 $190 per hour 0% N
97 Meeting Room (2 hr Minimum)
a) Priority II no fee no fee 0% N
b) Priority III $47 $47 per hour 0% N
c) Priority IV $94 $94 per hour 0% N
d) Priority V $154 $154 per hour 0% N
Senior Center Rentals
98 Application Fee (non-refundable) $21 - $32 $22 - $34 6% N 99 Rental Deposits: Auditorium $500 $500 0% N [h]
51

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
100 Rental Deposits: Classrooms
a) Priority II no fee no fee 0% N
b) Priority III $200 $200 0% N
c) Priority IV $200 $200 0% N
d) Priority V $200 $200 0% N
101 Community Room Auditorium ( 3hr. Minimum)
a) Priority II no fee no fee per hour 0% N
b) Priority III $95 $95 per hour 0% N
c) Priority IV $190 $190 per hour 0% N
d) Priority V $250 $250 per hour 0% N
102 Classroom 140 and 141 (Full) (2 hr. Minimum)
a) Priority II no fee no fee per hour 0% N
b) Priority III $47 $47 per hour 0% N
c) Priority IV $94 $94 per hour 0% N
d) Priority V $154 $154 per hour 0% N
103 Classroom 140 and 141 (Half)
a) Priority II no fee no fee per hour 0% N
b) Priority III $26 $26 per hour 0% N
c) Priority IV $52 $52 per hour 0% N
d) Priority V $112 $112 per hour 0% N
104 Facility Attendant Fees (per attendant)
a) Priority II, III, & IV $31 $31 per hour 0% N
b) Priority V $62 $62 per hour 0% N
105 Dance Studio
a) Priority II no fee no fee per hour N
b) Priority III $21 $21 per hour 0% N
c) Priority IV $42 $42 per hour 0% N
d) Priority V $102 $102 per hour 0% N
52

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
Community Garden
106 Garden Plots (Residents Only)
a) Potable Water Community Gardens $.75 -$ 1.15 $.75 -$ 1.15 per sq. foot 0% N b) Recycled Water Community Gardens $.15 - $.55 $.15 - $.55 per sq. foot 7% N Pickleball / Tennis Court Rentals
107 Deposit $250 $250 0% N [h]
108 Tennis Courts w/o lights (per court)
a) Priority II & III n/a n/a per hour / per court 0% N
b) Priority IV $8 $8 per hour / per court 0% N
c) Priority V $10 $10 per hour / per court 0% N
109 Tennis Courts w/ lights (per court)
a) Priority II & III n/a n/a per hour / per court 0% N
b) Priority IV $10 $10 per hour / per court 0% N
c) Priority V $13 $13 per hour / per court 0% N
110 Tournament: Tennis Courts w/o lights
a) Priority II & III n/a n/a per hour / per court 0% N
b) Priority IV $27 $27 per hour / per court 0% N
c) Priority V $54 $54 per hour / per court 0% N
111 Tournament: Tennis Courts w/ lights
a) Priority II & III n/a n/a per hour / per court 0% N
b) Priority IV $31 $31 per hour / per court 0% N
c) Priority V $63 $63 per hour / per court 0% N
Senior Enrichment Fees(50+ years of age)
112 Senior Center Programs-Classes $5 - $8 $5 - $8 per hour instruction varies Y 113 Senior Center Citizen Trip Admin Fee Actual cost to City + Trip Admission Fee Actual cost to City + Trip Admission Fee
per activity varies Y [i]
114 Senior Center Events $0 - $20 $0 - $20 per day/ticket varies Y [j] 115 Senior Center Event Non-Member Fee n/a $5-$10 per day/ticket varies Y 116 Senior Center Program/Class Non-Resident Fee $11 $11 per class 10% Y 53

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note

SPECIAL EVENTS
Special Event Fees
117 Special Event Entrance Fee $0 - $150 $0 - $150 per event varies Y 118 Special Events Activity Fee $0 - $40 $0 - $40 per activity varies Y 119 Special Event Vendor Fees $105 - $545 $105 - $545 per space OR 5% - 20% net sales
varies Y
120 Special Event Non-Profit Vendor Fees $0 - $275 $0 - $275 per space OR 0% - 10% net sales
varies Y
YOUTH
Youth Enrichment Fees
121 Youth Sports User Fee
a) Outdoor $10 $10 per player per season 0% Y
b) Indoor $21 $21 per player per season 0% Y
122 After School Program
a) Residents $8 - $14 $8 - $14 per day for residents varies Y 123 Late fee for After-School/Day Camp Programs
a) 1st offense & 2nd offense $11 $11 per each 10 minutes 10% Y b) 3rd offense or more $27 $27 per each 10 minutes 5% Y 124 Day Camp (Regular Day) – Internal Staff Run $195 - $215 $202 - $223 per week 4% Y 125 Day Camp Extended Care – Internal Staff Run $44 $44 per week 0% Y Department General Fees
126 General Internal Class Program Fees Staff time + Materials Staff time + Materials Y 127 Membership Card replacement fee $5 $5 0% Y
128 Transaction Fee $1 - $6 $4 - $7 per receipt 4% Y
129 Trips Actual cost to City +
Trip Admission Fee
Actual cost to City +
Trip Admission Fee
0% Y
130 General Non-Resident Fees $22 - $33 $22 - $33 per person/class/ month/program or trip
varies Y
131 Rental Deposits: All other rooms $200 $200 0% N [h] 54

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City of Milpitas

RECREATION
Legend for Recreation Fees:

Priority II= Milpitas Public Schools, Chamber, and Gov. Agencies; Priority III= Resident Non-Profits; Priority IV= Milpitas Residents; Priority V= Non-Resident FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
Infl'tr
Activity Description Note
132 Recreation Services Merchandise actual cost + % markupactual cost + % markup0% Y 133 Milpitas Resident Senior Citizen Discount (50 years+) 25% off any nonsenior center based class
25% off any nonsenior center based
class
0% Y
Notes:
[a] No fee for Priority III.
[b] No fee for Priority II.
[c] Based on needs and packages.
[d] Based on needs and days.
[e] Based on cost of tech.
[f] Based on needs, actual costs of staff used in rental, time for load in/out and transportation. [g] Based on current gas prices.
[h] No fee for Milpitas residents.
[i] Depending on trip costs.

Additional Notes:
* Recreation Fees recovery goals may be adjusted/balanced based on market factors. 55

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City of Milpitas

FINANCE
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
In'fltr Note
1 Bond Payoff Calculation $175 $185 5.80% Y
2 Business License
a) New Application Processing Fee $50 $50 per year 0.00% N b) Processing Fee (renewal) $25 $25 per year 0.00% N
3 Phone Check Fee (User Fee - Finance) $15 $15 0.00% N
4 Property Damage Invoice Processing Fee $30 $30 plus replacement cost 0.00% N 5 Credit Card Transaction Processing Fee 2.4% 2.4% % of amount paid by credit card 0.00% N Activity Description
56

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City of Milpitas

CITY CLERK
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
In'fltr Note
Miscellaneous
1 Late Fine for Political Reform Act Filings $10 $10 per day; up to $100 maximum
fine

0.00% N [a]
2 Retrieval Fee for Political Reform Act Statements (5 or more years old) $5 per search plus $0.10 per page
$5 per search plus
$0.10 per page
N [b]
3 Bingo License Renewals (Municipal Code) $50 $50 0.00% N 4 Public Records Requests N
a) Copies $0 $0.10 per page
b) Requests Requiring Special Programming or Formatting Actual Cost Actual Cost per hour / T&M 5 Lobbyist Annual Registration Fee $50 $50 per registration a) For each client with compensation in excess of $500 $15 $15 6 City Council Meeting Agenda Subscription $20 plus postage $20 plus postage per mailed hard copy [a] Set by California Government Code Section 91013.
[b] Set by California Government Code Section 81008.

Activity Description
57

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City of Milpitas

INFORMATION SERVICES
FY 23/24 Fee FY 24/25 Fee Charge Basis Percent
Change
Y'rly
In'fltr Note
1 Digital Media Reproduction $20 $20 per flash drive/DVD, etc. 0.00% N 2 Requests Requiring Special Programming or Formatting Actual Cost Actual Cost per hour / T&M N Activity Description
58

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CITY OF MILPITAS

AGENDA REPORT
(AR)
Item Title: Presentation from Bay Area Air Quality Management District Staff on the Results of the South Bay Odor Attribution Study (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602; and Elaine Marshall, Deputy Public Works Director, 408-586-2603)
Category: Presentations
Meeting Date: 5/21/2024
Recommendation: Receive a presentation from Bay Area Air Quality Management District Staff on the Results of the South Bay Odor Attribution Study.

BACKGROUND:

Communities in and around Milpitas near a cluster of waste-handling facilities have experienced air quality and odor issues for many years. These facilities, which are all located in San José and border Milpitas, include the Newby Island Resource Recovery Park landfill and associated composting facility operated by Republic Services (NIRRP), the San José-Santa Clara Regional Wastewater Facility operated by the City of San José (RWF), and a dry anaerobic food waste digestion facility operated by ZeroWaste Energy Development Company (ZWED). There have been improvements to air quality in Milpitas due to Bay Area Air Quality Management District (BAAQMD) actions with assistance from the community. However, odors continue to be a concern. Odors have been difficult to attribute to a single facility or process as the different facilities produce many of the same odor-causing compounds.

The South Bay Odor Stakeholder Group (SBOSG) was formed in 2015 as a transparent forum to address odors that affect the Milpitas community, and discuss enforcement activities, permit and regulatory requirements, and odor mitigation and control measures. Quarterly meetings are attended by community and industry stakeholders, BAAQMD staff, staff representing the Cities of Fremont, Milpitas, and San José, and staff representing Assemblymember Alex Lee and Congressman Ro Khanna. The SBOSG identified the need for an independent odor study to better understand the contribution of different odor sources on the Milpitas community.

In 2019, BAAQMD committed to conduct an Odor Attribution Study to identify compounds from odor-producing facilities affecting Milpitas and nearby communities. BAAQMD released a Request for Proposal (RFP 2019- 004 Odor Study) to identify contractors with the expertise to measure sources of odors from the landfill, transfer station, sewage treatment plant, and the compost and organic waste processing operations associated with the above mentioned facilities. In November 2019, BAAQMD Board of Directors authorized the Executive Officer/APCO to execute a contract for up to $500,000 for Jacobs Engineering Group, Inc (Jacobs). BAAQMD also executed a contract in 2019 for $92,000 with Montrose Environmental Group. In October 2020, the BAAQMD Board authorized an amendment to the Jacobs Engineering Group, Inc. contract for up to $506,000.

The goal of the Odor Attribution Study was to determine the contribution and variability of odors from these facilities and any other sources in the vicinity, as well as support a strategy to reduce the odors impacting the local community.

ANALYSIS:

BAAQMD completed the Odor Attribution Study, which consisted of an overall source attribution study and a targeted odor compound fingerprint study. The source attribution study characterized the diurnal and seasonal odors through focused field sampling and data collection, while the targeted odor compound fingerprint study was a preliminary screening to identify compounds for further investigation.

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