Baldwin Park City Council
February 2, 2022

Start 27-May-21 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 24 52 3
12:15 3 40 5 29
12:30 4 41 44 5
12:45 0 36 10 141 0 34 14 131 24 272
01:00 3 19 32 8
01:15 4 31 3 26
01:30 4 27 03 0
01:45 2 27 13 104 3 24 9 108 22 212
02:00 2 26 22 5
02:15 2 28 2 24
02:30 1 27 03 2
02:45 2 29 7 110 0 29 4 110 11 220
03:00 0 23 42 5
03:15 6 24 2 28
03:30 1 26 14 1
03:45 5 23 12 96 4 31 11 125 23 221
04:00 5 23 32 7
04:15 1 21 4 41
04:30 11 31 24 3
04:45 9 34 26 109 4 31 13 142 39 251
05:00 9 25 64 2
05:15 5 32 2 43
05:30 15 30 10 56
05:45 18 28 47 115 8 45 26 186 73 301
06:00 14 34 92 8
06:15 13 24 7 29
06:30 26 33 10 36
06:45 35 24 88 115 16 25 42 118 130 233
07:00 23 20 12 29
07:15 33 32 23 15
07:30 36 22 29 27
07:45 48 19 140 93 39 22 103 93 243 186
08:00 28 22 26 22
08:15 26 20 23 26
08:30 23 14 22 15
08:45 31 12 108 68 28 18 99 81 207 149
09:00 24 18 14 13
09:15 17 7 21 12
09:30 27 15 24 16
09:45 20 13 88 53 11 15 70 56 158 109
10:00 17 14 17 13
10:15 20 6 15 12
10:30 20 15 15 7
10:45 19 9 76 44 22 12 69 44 145 88
11:00 15 5 16 6
11:15 15 7 19 9
11:30 17 13 14 5
11:45 26 6 73 31 18 2 67 22 140 53
Total 688 1079 527 1216 1215 2295
Percent 38.9% 61.1% 30.2% 69.8% 34.6% 65.4%
Grand
Total 688 1079 527 1216 1215 2295
Percent 38.9% 61.1% 30.2% 69.8% 34.6% 65.4%
ADT ADT 3,510 AADT 3,510
City Traffic Counters
www.ctcounters.com
Live Oak Avenue
Btwn Rivergrade Rd & Baldwin Park Blvd

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 27 153 24 168
12:15 21 169 22 181
12:30 25 175 18 212
12:45 21 188 94 685 24 193 88 754 182 1439
01:00 19 236 18 176
01:15 32 193 21 172
01:30 18 181 17 197
01:45 19 242 88 852 15 173 71 718 159 1570
02:00 20 280 21 178
02:15 12 292 16 206
02:30 14 369 29 250
02:45 17 328 63 1269 25 205 91 839 154 2108
03:00 32 304 42 218
03:15 29 327 40 223
03:30 34 397 54 249
03:45 38 326 133 1354 67 208 203 898 336 2252
04:00 22 387 37 184
04:15 39 405 79 192
04:30 64 393 91 218
04:45 103 412 228 1597 81 193 288 787 516 2384
05:00 83 431 166 205
05:15 90 363 198 187
05:30 97 401 237 180
05:45 136 340 406 1535 228 149 829 721 1235 2256
06:00 127 296 183 154
06:15 88 296 252 123
06:30 157 246 282 146
06:45 179 285 551 1123 283 136 1000 559 1551 1682
07:00 120 225 275 110
07:15 135 138 397 102
07:30 163 133 345 94
07:45 187 119 605 615 317 111 1334 417 1939 1032
08:00 152 102 293 118
08:15 157 121 272 130
08:30 141 99 221 100
08:45 132 88 582 410 272 74 1058 422 1640 832
09:00 125 100 199 90
09:15 149 58 217 87
09:30 128 74 172 68
09:45 136 63 538 295 157 70 745 315 1283 610
10:00 148 77 194 88
10:15 118 57 187 56
10:30 129 73 173 43
10:45 107 41 502 248 169 55 723 242 1225 490
11:00 159 54 145 44
11:15 136 32 170 43
11:30 201 65 181 39
11:45 137 36 633 187 144 22 640 148 1273 335
Total 4423 10170 7070 6820 11493 16990
Percent 30.3% 69.7% 50.9% 49.1% 40.4% 59.6%
Grand
Total 4423 10170 7070 6820 11493 16990
Percent 30.3% 69.7% 50.9% 49.1% 40.4% 59.6%
ADT ADT 28,483 AADT 28,483
City Traffic Counters
www.ctcounters.com
Los Angeles Street
Btwn Center St & Maine Ave

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 19 88 9 101
12:15 22 104 13 86
12:30 16 103 98 4
12:45 11 120 68 415 17 83 48 354 116 769
01:00 5 117 12 112
01:15 4 97 8 91
01:30 6 118 59 6
01:45 6 136 21 468 9 85 34 384 55 852
02:00 6 133 89 8
02:15 7 141 10 81
02:30 3 144 3 110
02:45 10 150 26 568 11 70 32 359 58 927
03:00 8 171 13 96
03:15 16 169 14 108
03:30 34 147 12 124
03:45 19 183 77 670 10 106 49 434 126 1104
04:00 17 200 25 91
04:15 15 204 23 116
04:30 23 204 26 113
04:45 37 188 92 796 30 97 104 417 196 1213
05:00 22 192 44 87
05:15 37 182 41 98
05:30 34 178 53 105
05:45 48 180 141 732 65 104 203 394 344 1126
06:00 36 156 66 108
06:15 48 139 81 108
06:30 43 147 84 87
06:45 76 124 203 566 111 81 342 384 545 950
07:00 49 112 90 66
07:15 78 118 99 89
07:30 92 91 128 81
07:45 103 99 322 420 111 65 428 301 750 721
08:00 75 96 96 66
08:15 81 78 112 69
08:30 83 71 99 79
08:45 92 81 331 326 93 65 400 279 731 605
09:00 82 76 85 65
09:15 81 80 89 37
09:30 96 73 88 52
09:45 85 63 344 292 90 48 352 202 696 494
10:00 75 56 84 50
10:15 79 38 89 37
10:30 82 40 72 32
10:45 77 31 313 165 73 29 318 148 631 313
11:00 92 33 65 18
11:15 117 34 82 21
11:30 105 26 80 21
11:45 108 26 422 119 108 11 335 71 757 190
Total 2360 5537 2645 3727 5005 9264
Percent 29.9% 70.1% 41.5% 58.5% 35.1% 64.9%
Grand
Total 2360 5537 2645 3727 5005 9264
Percent 29.9% 70.1% 41.5% 58.5% 35.1% 64.9%
ADT ADT 14,269 AADT 14,269
City Traffic Counters
www.ctcounters.com
Los Angeles Street
Btwn Maine Ave & East City Limit

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 56 10 50
12:15 6 60 10 55
12:30 2 69 45 2
12:45 8 64 23 249 12 57 36 214 59 463
01:00 2 71 74 4
01:15 3 78 7 53
01:30 6 75 55 1
01:45 0 76 11 300 5 65 24 213 35 513
02:00 4 92 14 2
02:15 3 91 2 42
02:30 1 104 27 2
02:45 6 109 14 396 9 49 14 205 28 601
03:00 7 115 56 0
03:15 20 117 4 60
03:30 27 120 77 4
03:45 24 142 78 494 8 78 24 272 102 766
04:00 6 164 12 72
04:15 13 135 12 65
04:30 14 163 12 84
04:45 26 149 59 611 14 62 50 283 109 894
05:00 13 155 22 54
05:15 19 142 13 66
05:30 28 145 28 83
05:45 28 121 88 563 29 64 92 267 180 830
06:00 18 107 41 69
06:15 39 103 46 59
06:30 25 94 66 53
06:45 57 80 139 384 67 41 220 222 359 606
07:00 29 68 65 41
07:15 57 58 84 52
07:30 49 69 84 50
07:45 66 57 201 252 85 33 318 176 519 428
08:00 55 49 79 51
08:15 50 44 67 34
08:30 53 32 68 43
08:45 47 51 205 176 50 38 264 166 469 342
09:00 42 39 67 31
09:15 38 40 48 23
09:30 47 42 43 32
09:45 55 39 182 160 57 22 215 108 397 268
10:00 45 32 49 29
10:15 41 20 53 18
10:30 42 14 42 19
10:45 53 20 181 86 47 21 191 87 372 173
11:00 38 16 42 16
11:15 62 26 42 13
11:30 70 22 57 12
11:45 64 9 234 73 53 11 194 52 428 125
Total 1415 3744 1642 2265 3057 6009
Percent 27.4% 72.6% 42.0% 58.0% 33.7% 66.3%
Grand
Total 1415 3744 1642 2265 3057 6009
Percent 27.4% 72.6% 42.0% 58.0% 33.7% 66.3%
ADT ADT 9,066 AADT 9,066
City Traffic Counters
www.ctcounters.com
Los Angeles Street
Btwn West City Limit & Center St

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 43 117 12 121
12:15 44 120 18 111
12:30 32 119 13 117
12:45 24 145 143 501 25 126 68 475 211 976
01:00 20 151 21 116
01:15 6 154 11 118
01:30 16 143 9 124
01:45 10 152 52 600 8 114 49 472 101 1072
02:00 18 157 10 119
02:15 12 162 14 131
02:30 6 197 13 130
02:45 12 202 48 718 21 103 58 483 106 1201
03:00 13 201 25 115
03:15 21 187 30 127
03:30 42 210 42 143
03:45 20 244 96 842 27 122 124 507 220 1349
04:00 15 266 42 122
04:15 9 282 66 111
04:30 20 302 73 137
04:45 27 275 71 1125 72 106 253 476 324 1601
05:00 21 246 96 102
05:15 30 258 115 138
05:30 32 265 141 125
05:45 36 244 119 1013 147 110 499 475 618 1488
06:00 40 227 166 115
06:15 38 202 175 105
06:30 48 207 202 117
06:45 63 196 189 832 191 96 734 433 923 1265
07:00 49 183 194 76
07:15 70 145 178 110
07:30 80 165 241 88
07:45 83 158 282 651 213 87 826 361 1108 1012
08:00 79 129 186 96
08:15 88 107 164 73
08:30 90 110 199 88
08:45 77 111 334 457 158 80 707 337 1041 794
09:00 95 133 150 78
09:15 81 134 144 60
09:30 86 103 144 59
09:45 71 104 333 474 121 60 559 257 892 731
10:00 83 93 124 66
10:15 94 74 107 47
10:30 91 74 126 49
10:45 104 59 372 300 126 41 483 203 855 503
11:00 106 55 104 32
11:15 117 54 91 30
11:30 116 53 122 32
11:45 115 39 454 201 137 10 454 104 908 305
Total 2493 7714 4814 4583 7307 12297
Percent 24.4% 75.6% 51.2% 48.8% 37.3% 62.7%
Grand
Total 2493 7714 4814 4583 7307 12297
Percent 24.4% 75.6% 51.2% 48.8% 37.3% 62.7%
ADT ADT 19,604 AADT 19,604
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Arrow Hwy & Olive St

Start 02-Jun-21 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 63 85 2
12:15 5 67 4 55
12:30 4 67 12 69
12:45 6 63 22 260 6 46 30 222 52 482
01:00 2 65 54 3
01:15 1 76 3 61
01:30 4 51 36 3
01:45 4 60 11 252 6 75 17 242 28 494
02:00 4 64 57 4
02:15 2 67 2 57
02:30 1 72 36 6
02:45 5 62 12 265 2 86 12 283 24 548
03:00 6 60 66 2
03:15 3 70 3 63
03:30 7 56 37 4
03:45 7 58 23 244 3 80 15 279 38 523
04:00 11 64 26 8
04:15 20 59 3 78
04:30 28 77 88 1
04:45 18 62 77 262 6 85 19 312 96 574
05:00 39 48 98 0
05:15 42 51 8 71
05:30 51 46 15 70
05:45 62 48 194 193 23 92 55 313 249 506
06:00 56 58 19 63
06:15 78 41 10 61
06:30 84 65 13 69
06:45 76 50 294 214 25 82 67 275 361 489
07:00 85 60 24 60
07:15 100 49 32 58
07:30 83 35 34 71
07:45 101 45 369 189 41 46 131 235 500 424
08:00 98 49 38 52
08:15 72 35 35 39
08:30 89 38 32 55
08:45 53 22 312 144 23 42 128 188 440 332
09:00 69 33 38 37
09:15 70 35 31 32
09:30 71 37 32 37
09:45 57 26 267 131 45 27 146 133 413 264
10:00 55 31 28 38
10:15 66 29 38 27
10:30 70 17 26 21
10:45 49 16 240 93 40 29 132 115 372 208
11:00 53 14 55 23
11:15 48 12 53 12
11:30 59 8 44 25
11:45 62 9 222 43 57 15 209 75 431 118
Total 2043 2290 961 2672 3004 4962
Percent 47.1% 52.9% 26.5% 73.5% 37.7% 62.3%
Grand
Total 2043 2290 961 2672 3004 4962
Percent 47.1% 52.9% 26.5% 73.5% 37.7% 62.3%
ADT ADT 7,966 AADT 7,966
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Los Angeles St & Ramona Blvd

Start 02-Jun-21 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 15 117 13 129
12:15 15 122 15 127
12:30 15 127 11 149
12:45 8 106 53 472 7 123 46 528 99 1000
01:00 9 121 7 129
01:15 10 116 6 144
01:30 9 113 5 141
01:45 4 101 32 451 1 132 19 546 51 997
02:00 10 112 2 110
02:15 6 127 4 131
02:30 5 128 6 145
02:45 5 131 26 498 6 154 18 540 44 1038
03:00 3 144 6 139
03:15 7 153 4 144
03:30 9 128 12 132
03:45 7 115 26 540 16 157 38 572 64 1112
04:00 8 108 14 113
04:15 12 138 16 161
04:30 18 127 28 158
04:45 15 105 53 478 20 131 78 563 131 1041
05:00 24 115 36 130
05:15 27 135 28 124
05:30 44 136 34 134
05:45 48 124 143 510 58 136 156 524 299 1034
06:00 36 124 55 129
06:15 60 116 50 126
06:30 66 115 55 100
06:45 74 101 236 456 65 120 225 475 461 931
07:00 64 106 79 117
07:15 73 101 80 142
07:30 92 88 72 118
07:45 101 86 330 381 94 105 325 482 655 863
08:00 80 80 95 111
08:15 82 98 86 75
08:30 100 91 89 78
08:45 79 85 341 354 104 94 374 358 715 712
09:00 65 72 95 66
09:15 96 84 85 76
09:30 99 68 117 54
09:45 82 59 342 283 109 38 406 234 748 517
10:00 104 59 116 42
10:15 87 40 110 31
10:30 88 40 110 43
10:45 85 36 364 175 126 21 462 137 826 312
11:00 98 32 134 29
11:15 105 30 136 20
11:30 121 17 115 29
11:45 126 22 450 101 137 23 522 101 972 202
Total 2396 4699 2669 5060 5065 9759
Percent 33.8% 66.2% 34.5% 65.5% 34.2% 65.8%
Grand
Total 2396 4699 2669 5060 5065 9759
Percent 33.8% 66.2% 34.5% 65.5% 34.2% 65.8%
ADT ADT 14,824 AADT 14,824
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Merced Ave & Francisquito Ave

Start 02-Jun-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 38 87 1
12:15 3 32 3 63
12:30 2 29 10 59
12:45 4 28 13 127 6 58 27 251 40 378
01:00 1 34 36 3
01:15 2 34 4 71
01:30 2 32 46 8
01:45 1 30 6 130 1 58 12 260 18 390
02:00 6 42 66 9
02:15 3 36 7 62
02:30 1 27 25 6
02:45 3 33 13 138 3 52 18 239 31 377
03:00 0 29 16 0
03:15 2 31 5 58
03:30 4 40 66 5
03:45 2 35 8 135 6 59 18 242 26 377
04:00 2 35 86 3
04:15 3 28 8 50
04:30 1 30 12 59
04:45 5 41 11 134 10 64 38 236 49 370
05:00 1 41 10 76
05:15 3 33 13 59
05:30 2 44 14 68
05:45 6 40 12 158 20 66 57 269 69 427
06:00 2 33 11 72
06:15 7 43 29 74
06:30 4 37 21 58
06:45 11 28 24 141 36 55 97 259 121 400
07:00 11 27 31 59
07:15 23 24 48 48
07:30 22 22 47 47
07:45 21 28 77 101 42 48 168 202 245 303
08:00 17 39 37 71
08:15 16 22 51 38
08:30 21 21 48 40
08:45 23 27 77 109 47 54 183 203 260 312
09:00 20 28 42 44
09:15 16 22 47 39
09:30 26 23 49 39
09:45 18 22 80 95 52 47 190 169 270 264
10:00 25 13 46 29
10:15 35 13 65 26
10:30 23 12 49 22
10:45 35 12 118 50 70 21 230 98 348 148
11:00 31 13 53 22
11:15 28 12 51 19
11:30 21 10 49 11
11:45 37 10 117 45 57 16 210 68 327 113
Total 556 1363 1248 2496 1804 3859
Percent 29.0% 71.0% 33.3% 66.7% 31.9% 68.1%
Grand
Total 556 1363 1248 2496 1804 3859
Percent 29.0% 71.0% 33.3% 66.7% 31.9% 68.1%
ADT ADT 5,663 AADT 5,663
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Olive St & Los Angeles St

Start 02-Jun-21 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 97 10 85
12:15 8 84 3 82
12:30 9 96 11 96
12:45 7 98 34 375 5 89 29 352 63 727
01:00 6 91 67 5
01:15 8 108 7 96
01:30 7 76 59 4
01:45 3 91 24 366 3 102 21 367 45 733
02:00 6 97 38 1
02:15 4 81 3 87
02:30 2 92 7 104
02:45 5 99 17 369 5 107 18 379 35 748
03:00 2 112 8 114
03:15 3 108 4 88
03:30 4 90 6 102
03:45 6 96 15 406 8 108 26 412 41 818
04:00 10 108 67 5
04:15 9 101 10 107
04:30 20 92 25 96
04:45 21 101 60 402 17 102 58 380 118 782
05:00 27 77 24 96
05:15 27 106 17 91
05:30 44 85 31 84
05:45 42 86 140 354 51 112 123 383 263 737
06:00 40 106 40 110
06:15 64 89 33 80
06:30 64 90 49 71
06:45 63 87 231 372 54 98 176 359 407 731
07:00 72 100 41 91
07:15 67 83 54 80
07:30 74 69 52 79
07:45 98 98 311 350 68 78 215 328 526 678
08:00 79 66 73 86
08:15 65 82 55 63
08:30 87 62 65 71
08:45 63 61 294 271 66 64 259 284 553 555
09:00 78 68 68 55
09:15 78 55 58 55
09:30 90 51 64 56
09:45 79 38 325 212 86 31 276 197 601 409
10:00 79 52 80 44
10:15 76 41 69 36
10:30 75 33 87 31
10:45 68 30 298 156 76 30 312 141 610 297
11:00 88 25 89 27
11:15 68 17 72 10
11:30 84 15 89 27
11:45 89 24 329 81 85 16 335 80 664 161
Total 2078 3714 1848 3662 3926 7376
Percent 35.9% 64.1% 33.5% 66.5% 34.7% 65.3%
Grand
Total 2078 3714 1848 3662 3926 7376
Percent 35.9% 64.1% 33.5% 66.5% 34.7% 65.3%
ADT ADT 11,302 AADT 11,302
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Pacific Ave & Merced Ave

Start 02-Jun-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 34 43 7
12:15 1 35 2 41
12:30 3 28 43 4
12:45 1 29 10 126 4 43 14 155 24 281
01:00 4 26 03 7
01:15 1 30 0 19
01:30 3 27 33 8
01:45 1 32 9 115 2 41 5 135 14 250
02:00 2 27 02 9
02:15 0 21 4 27
02:30 1 21 02 4
02:45 0 29 3 98 0 27 4 107 7 205
03:00 1 26 13 3
03:15 0 31 0 42
03:30 5 27 02 5
03:45 2 32 8 116 2 27 3 127 11 243
04:00 2 31 34 1
04:15 2 31 2 34
04:30 4 30 43 7
04:45 5 30 13 122 2 38 11 150 24 272
05:00 2 30 42 8
05:15 7 28 5 37
05:30 11 42 62 4
05:45 5 34 25 134 7 41 22 130 47 264
06:00 7 31 13 36
06:15 11 34 14 54
06:30 6 29 11 28
06:45 11 22 35 116 9 32 47 150 82 266
07:00 15 24 15 34
07:15 16 18 22 20
07:30 25 23 21 34
07:45 23 16 79 81 16 26 74 114 153 195
08:00 27 22 20 31
08:15 14 21 21 26
08:30 28 23 24 21
08:45 27 13 96 79 17 22 82 100 178 179
09:00 21 16 19 26
09:15 17 18 20 16
09:30 21 9 25 22
09:45 30 15 89 58 31 19 95 83 184 141
10:00 27 11 19 11
10:15 24 9 26 12
10:30 29 7 35 8
10:45 29 8 109 35 27 4 107 35 216 70
11:00 29 8 30 8
11:15 26 3 26 3
11:30 33 4 22 3
11:45 29 5 117 20 22 7 100 21 217 41
Total 593 1100 564 1307 1157 2407
Percent 35.0% 65.0% 30.1% 69.9% 32.5% 67.5%
Grand
Total 593 1100 564 1307 1157 2407
Percent 35.0% 65.0% 30.1% 69.9% 32.5% 67.5%
ADT ADT 3,564 AADT 3,564
City Traffic Counters
www.ctcounters.com
Merced Avenue
Btwn Baldwin Park Blvd & Vineland Ave

Start 25-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 107 78 3
12:15 7 136 8 121
12:30 10 154 11 131
12:45 11 108 34 505 5 134 31 469 65 974
01:00 10 116 5 114
01:15 8 111 4 107
01:30 3 88 49 5
01:45 4 104 25 419 5 92 18 408 43 827
02:00 5 101 2 104
02:15 6 141 5 106
02:30 4 98 4 117
02:45 6 127 21 467 3 110 14 437 35 904
03:00 4 111 5 130
03:15 4 135 5 114
03:30 3 131 10 122
03:45 4 108 15 485 5 122 25 488 40 973
04:00 5 124 11 141
04:15 6 113 15 150
04:30 10 133 13 136
04:45 9 123 30 493 19 142 58 569 88 1062
05:00 19 117 22 137
05:15 20 132 23 142
05:30 16 141 29 150
05:45 28 134 83 524 34 118 108 547 191 1071
06:00 49 120 37 155
06:15 47 116 41 129
06:30 47 102 43 133
06:45 47 122 190 460 52 119 173 536 363 996
07:00 60 89 62 86
07:15 92 101 69 86
07:30 110 115 90 84
07:45 122 82 384 387 119 98 340 354 724 741
08:00 94 83 96 85
08:15 69 73 75 88
08:30 68 94 83 69
08:45 81 62 312 312 96 60 350 302 662 614
09:00 86 80 75 48
09:15 80 68 87 61
09:30 65 57 70 30
09:45 88 35 319 240 73 27 305 166 624 406
10:00 87 38 77 30
10:15 77 28 74 33
10:30 88 58 72 25
10:45 81 29 333 153 81 21 304 109 637 262
11:00 98 21 87 10
11:15 98 17 92 17
11:30 115 14 81 12
11:45 77 13 388 65 113 9 373 48 761 113
Total 2134 4510 2099 4433 4233 8943
Percent 32.1% 67.9% 32.1% 67.9% 32.1% 67.9%
Grand
Total 2134 4510 2099 4433 4233 8943
Percent 32.1% 67.9% 32.1% 67.9% 32.1% 67.9%
ADT ADT 13,176 AADT 13,176
City Traffic Counters
www.ctcounters.com
Merced Avenue
Btwn Los Angeles St & Ramona Blvd

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 45 83 9
12:15 9 75 11 58
12:30 9 63 57 8
12:45 9 64 36 247 3 58 27 233 63 480
01:00 4 49 25 1
01:15 7 59 2 51
01:30 2 49 14 5
01:45 2 46 15 203 2 46 7 193 22 396
02:00 6 64 16 1
02:15 4 56 1 41
02:30 1 60 35 8
02:45 7 65 18 245 1 61 6 221 24 466
03:00 4 54 45 6
03:15 4 63 5 47
03:30 3 62 55 7
03:45 6 55 17 234 4 64 18 224 35 458
04:00 5 56 37 1
04:15 4 56 3 72
04:30 4 86 12 73
04:45 8 77 21 275 16 70 34 286 55 561
05:00 13 70 14 67
05:15 20 77 16 73
05:30 16 64 20 55
05:45 20 74 69 285 24 67 74 262 143 547
06:00 20 53 29 85
06:15 31 77 24 64
06:30 37 63 35 67
06:45 38 43 126 236 48 49 136 265 262 501
07:00 32 47 38 53
07:15 65 49 44 46
07:30 60 55 81 42
07:45 75 57 232 208 95 40 258 181 490 389
08:00 70 44 76 52
08:15 50 53 54 46
08:30 37 33 54 36
08:45 27 45 184 175 44 28 228 162 412 337
09:00 39 42 49 28
09:15 44 40 43 33
09:30 37 35 41 27
09:45 44 25 164 142 31 20 164 108 328 250
10:00 41 26 41 22
10:15 36 23 49 15
10:30 42 38 35 13
10:45 41 17 160 104 43 12 168 62 328 166
11:00 28 13 38 9
11:15 46 18 40 12
11:30 36 10 44 11
11:45 42 13 152 54 52 8 174 40 326 94
Total 1194 2408 1294 2237 2488 4645
Percent 33.1% 66.9% 36.6% 63.4% 34.9% 65.1%
Grand
Total 1194 2408 1294 2237 2488 4645
Percent 33.1% 66.9% 36.6% 63.4% 34.9% 65.1%
ADT ADT 7,133 AADT 7,133
City Traffic Counters
www.ctcounters.com
Merced Avenue
Btwn Olive St & Los Angeles St

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 22 42 2
12:15 5 25 3 41
12:30 0 39 05 2
12:45 7 31 15 117 3 20 10 135 25 252
01:00 1 37 32 9
01:15 5 31 2 24
01:30 1 22 33 7
01:45 2 31 9 121 2 27 10 117 19 238
02:00 2 32 32 7
02:15 0 31 5 22
02:30 0 20 33 2
02:45 1 27 3 110 2 18 13 99 16 209
03:00 2 33 12 5
03:15 0 33 3 29
03:30 1 28 32 5
03:45 0 30 3 124 1 25 8 104 11 228
04:00 0 39 22 5
04:15 2 38 3 19
04:30 1 44 10 30
04:45 3 41 6 162 6 32 21 106 27 268
05:00 1 46 83 4
05:15 7 45 7 25
05:30 6 34 23 23
05:45 10 43 24 168 18 26 56 108 80 276
06:00 6 34 21 27
06:15 8 34 22 23
06:30 7 41 23 19
06:45 17 31 38 140 27 22 93 91 131 231
07:00 9 30 31 24
07:15 12 31 30 25
07:30 33 20 56 31
07:45 22 30 76 111 37 30 154 110 230 221
08:00 15 23 38 21
08:15 18 25 27 25
08:30 15 27 30 20
08:45 10 26 58 101 30 23 125 89 183 190
09:00 13 25 21 16
09:15 12 24 20 16
09:30 17 15 30 11
09:45 15 16 57 80 21 11 92 54 149 134
10:00 18 7 24 14
10:15 17 16 23 9
10:30 7 16 17 8
10:45 15 13 57 52 23 10 87 41 144 93
11:00 20 9 20 2
11:15 16 11 13 2
11:30 23 3 30 5
11:45 12 2 71 25 15 6 78 15 149 40
Total 417 1311 747 1069 1164 2380
Percent 24.1% 75.9% 41.1% 58.9% 32.8% 67.2%
Grand
Total 417 1311 747 1069 1164 2380
Percent 24.1% 75.9% 41.1% 58.9% 32.8% 67.2%
ADT ADT 3,544 AADT 3,544
City Traffic Counters
www.ctcounters.com
Merced Avenue
Btwn Ramona Blvd & Baldwin Park Blvd

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 53 44 8
12:15 9 82 17 72
12:30 8 74 47 8
12:45 12 72 35 281 5 72 30 270 65 551
01:00 5 64 45 5
01:15 5 61 3 74
01:30 0 58 45 1
01:45 4 57 14 240 4 62 15 242 29 482
02:00 6 81 46 1
02:15 3 77 2 54
02:30 1 68 37 0
02:45 4 75 14 301 4 67 13 252 27 553
03:00 3 79 46 9
03:15 3 80 4 66
03:30 5 84 77 2
03:45 4 65 15 308 7 81 22 288 37 596
04:00 3 77 58 0
04:15 6 66 6 78
04:30 7 85 13 84
04:45 6 90 22 318 18 75 42 317 64 635
05:00 16 93 21 76
05:15 17 93 27 78
05:30 8 100 28 70
05:45 25 86 66 372 21 87 97 311 163 683
06:00 27 74 30 96
06:15 25 88 24 96
06:30 34 68 33 84
06:45 41 58 127 288 50 53 137 329 264 617
07:00 38 55 46 63
07:15 55 59 49 53
07:30 74 77 77 42
07:45 68 54 235 245 94 54 266 212 501 457
08:00 63 60 63 58
08:15 56 56 56 56
08:30 35 51 72 45
08:45 60 52 214 219 63 41 254 200 468 419
09:00 46 52 55 38
09:15 60 52 59 48
09:30 38 33 34 30
09:45 55 37 199 174 47 21 195 137 394 311
10:00 53 26 48 21
10:15 51 29 56 15
10:30 47 48 39 15
10:45 45 16 196 119 53 19 196 70 392 189
11:00 43 12 56 16
11:15 68 13 52 13
11:30 47 14 52 9
11:45 51 18 209 57 80 11 240 49 449 106
Total 1346 2922 1507 2677 2853 5599
Percent 31.5% 68.5% 36.0% 64.0% 33.8% 66.2%
Grand
Total 1346 2922 1507 2677 2853 5599
Percent 31.5% 68.5% 36.0% 64.0% 33.8% 66.2%
ADT ADT 8,452 AADT 8,452
City Traffic Counters
www.ctcounters.com
Merced Avenue
Btwn Vineland Ave & Puente Ave

Start 25-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 90 11 89
12:15 4 100 16 114
12:30 8 153 6 109
12:45 5 123 24 466 10 87 43 399 67 865
01:00 4 105 8 105
01:15 5 105 8 97
01:30 2 104 48 3
01:45 7 83 18 397 4 98 24 383 42 780
02:00 0 101 69 3
02:15 3 107 5 127
02:30 3 94 59 2
02:45 2 106 8 408 6 118 22 430 30 838
03:00 3 84 5 108
03:15 6 109 4 128
03:30 9 118 3 110
03:45 4 108 22 419 4 94 16 440 38 859
04:00 9 114 5 122
04:15 17 109 1 100
04:30 13 116 6 130
04:45 18 127 57 466 8 110 20 462 77 928
05:00 28 114 13 129
05:15 26 116 17 125
05:30 30 115 19 134
05:45 37 103 121 448 22 131 71 519 192 967
06:00 38 120 36 121
06:15 39 119 26 113
06:30 47 96 40 105
06:45 49 95 173 430 54 117 156 456 329 886
07:00 58 84 50 92
07:15 69 77 89 98
07:30 83 70 105 113
07:45 113 96 323 327 119 84 363 387 686 714
08:00 109 85 77 74
08:15 86 75 60 79
08:30 81 65 63 82
08:45 95 51 371 276 63 69 263 304 634 580
09:00 86 55 73 76
09:15 85 58 67 72
09:30 75 31 64 57
09:45 75 18 321 162 68 44 272 249 593 411
10:00 76 30 80 38
10:15 84 32 73 36
10:30 69 28 78 48
10:45 83 20 312 110 79 36 310 158 622 268
11:00 79 15 88 20
11:15 87 14 83 15
11:30 79 10 94 18
11:45 110 7 355 46 75 16 340 69 695 115
Total 2105 3955 1900 4256 4005 8211
Percent 34.7% 65.3% 30.9% 69.1% 32.8% 67.2%
Grand
Total 2105 3955 1900 4256 4005 8211
Percent 34.7% 65.3% 30.9% 69.1% 32.8% 67.2%
ADT ADT 12,216 AADT 12,216
City Traffic Counters
www.ctcounters.com
Olive Avenue
Btwn Baldwin Park Blvd & East City Limit

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 50 55 4
12:15 9 60 7 43
12:30 4 70 35 4
12:45 4 65 19 245 3 61 18 212 37 457
01:00 3 45 25 1
01:15 4 60 5 68
01:30 3 55 35 8
01:45 3 64 13 224 4 51 14 228 27 452
02:00 6 57 25 9
02:15 2 60 2 48
02:30 2 56 06 5
02:45 3 68 13 241 4 60 8 232 21 473
03:00 1 63 66 2
03:15 5 72 2 57
03:30 8 79 56 4
03:45 2 75 16 289 5 46 18 229 34 518
04:00 2 98 37 2
04:15 1 95 11 58
04:30 14 75 94 3
04:45 11 96 28 364 4 59 27 232 55 596
05:00 10 83 18 71
05:15 11 88 22 53
05:30 14 88 32 40
05:45 26 67 61 326 40 62 112 226 173 552
06:00 20 96 42 56
06:15 15 77 38 54
06:30 15 59 41 47
06:45 26 61 76 293 46 48 167 205 243 498
07:00 19 66 28 53
07:15 22 64 51 52
07:30 35 51 51 46
07:45 37 55 113 236 66 43 196 194 309 430
08:00 45 52 51 47
08:15 24 42 41 38
08:30 45 43 46 36
08:45 26 34 140 171 59 38 197 159 337 330
09:00 35 40 46 26
09:15 27 26 45 19
09:30 40 29 42 32
09:45 36 35 138 130 53 25 186 102 324 232
10:00 31 28 51 23
10:15 43 19 45 24
10:30 38 15 44 23
10:45 40 22 152 84 50 21 190 91 342 175
11:00 53 14 59 12
11:15 46 15 37 7
11:30 39 9 59 11
11:45 44 8 182 46 34 3 189 33 371 79
Total 951 2649 1322 2143 2273 4792
Percent 26.4% 73.6% 38.2% 61.8% 32.2% 67.8%
Grand
Total 951 2649 1322 2143 2273 4792
Percent 26.4% 73.6% 38.2% 61.8% 32.2% 67.8%
ADT ADT 7,065 AADT 7,065
City Traffic Counters
www.ctcounters.com
Olive Avenue
Btwn West City Limit & Baldwin Park Blvd

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 19 22 7
12:15 6 29 7 27
12:30 5 24 23 3
12:45 1 26 15 98 0 33 11 120 26 218
01:00 3 37 14 9
01:15 0 22 0 33
01:30 0 31 04 1
01:45 1 24 4 114 2 36 3 159 7 273
02:00 2 40 14 0
02:15 0 41 5 32
02:30 4 35 03 1
02:45 1 50 7 166 1 46 7 149 14 315
03:00 4 44 22 6
03:15 1 34 4 33
03:30 4 39 33 4
03:45 5 36 14 153 7 28 16 121 30 274
04:00 1 52 23 6
04:15 2 39 9 19
04:30 5 39 23 5
04:45 4 38 12 168 5 33 18 123 30 291
05:00 4 32 11 35
05:15 9 42 16 43
05:30 9 26 15 27
05:45 12 46 34 146 13 37 55 142 89 288
06:00 5 37 14 33
06:15 12 27 26 25
06:30 16 32 21 30
06:45 21 24 54 120 21 30 82 118 136 238
07:00 23 27 20 30
07:15 13 16 24 28
07:30 23 16 43 33
07:45 13 32 72 91 39 16 126 107 198 198
08:00 18 29 20 31
08:15 13 28 21 28
08:30 21 20 23 25
08:45 13 22 65 99 21 26 85 110 150 209
09:00 29 16 30 18
09:15 28 16 28 10
09:30 22 19 30 13
09:45 16 10 95 61 30 18 118 59 213 120
10:00 16 12 25 10
10:15 25 13 24 13
10:30 26 10 33 13
10:45 20 8 87 43 26 12 108 48 195 91
11:00 27 7 27 8
11:15 22 7 31 4
11:30 30 11 29 8
11:45 22 8 101 33 26 6 113 26 214 59
Total 560 1292 742 1282 1302 2574
Percent 30.2% 69.8% 36.7% 63.3% 33.6% 66.4%
Grand
Total 560 1292 742 1282 1302 2574
Percent 30.2% 69.8% 36.7% 63.3% 33.6% 66.4%
ADT ADT 3,876 AADT 3,876
City Traffic Counters
www.ctcounters.com
Pacific Avenue
Btwn Big Dalton Ave & South City Limit

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 113 26 151
12:15 15 130 18 155
12:30 11 148 11 143
12:45 12 135 59 526 14 164 69 613 128 1139
01:00 5 156 14 148
01:15 5 106 8 144
01:30 5 153 5 149
01:45 6 162 21 577 4 188 31 629 52 1206
02:00 6 148 12 143
02:15 10 194 4 167
02:30 8 156 15 167
02:45 6 201 30 699 8 166 39 643 69 1342
03:00 6 186 11 180
03:15 4 176 18 195
03:30 9 176 20 224
03:45 10 203 29 741 19 179 68 778 97 1519
04:00 12 169 15 190
04:15 16 211 46 202
04:30 19 208 61 221
04:45 12 190 59 778 61 200 183 813 242 1591
05:00 20 178 55 217
05:15 26 210 64 228
05:30 34 185 90 186
05:45 40 151 120 724 66 188 275 819 395 1543
06:00 45 175 81 186
06:15 69 198 75 168
06:30 62 129 102 166
06:45 85 152 261 654 70 148 328 668 589 1322
07:00 94 105 97 117
07:15 97 116 79 150
07:30 89 129 129 143
07:45 113 119 393 469 132 113 437 523 830 992
08:00 88 113 121 115
08:15 93 103 117 116
08:30 94 108 131 105
08:45 93 71 368 395 120 82 489 418 857 813
09:00 110 94 129 66
09:15 103 54 99 65
09:30 105 62 117 55
09:45 90 61 408 271 93 77 438 263 846 534
10:00 123 64 140 50
10:15 122 36 98 46
10:30 100 44 141 47
10:45 118 32 463 176 101 41 480 184 943 360
11:00 108 36 106 35
11:15 119 28 119 38
11:30 129 22 117 20
11:45 138 21 494 107 111 32 453 125 947 232
Total 2705 6117 3290 6476 5995 12593
Percent 30.7% 69.3% 33.7% 66.3% 32.3% 67.7%
Grand
Total 2705 6117 3290 6476 5995 12593
Percent 30.7% 69.3% 33.7% 66.3% 32.3% 67.7%
ADT ADT 18,588 AADT 18,588
City Traffic Counters
www.ctcounters.com
Pacific Avenue
Btwn Ramona Blvd & Big Dalton Ave

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 22 129 16 148
12:15 17 132 17 147
12:30 11 165 13 159
12:45 9 141 59 567 8 151 54 605 113 1172
01:00 5 147 12 151
01:15 5 124 4 152
01:30 7 150 5 155
01:45 5 151 22 572 5 156 26 614 48 1186
02:00 9 143 10 165
02:15 7 145 7 163
02:30 5 140 9 171
02:45 5 170 26 598 1 157 27 656 53 1254
03:00 9 140 6 189
03:15 2 134 12 185
03:30 13 131 19 211
03:45 14 155 38 560 18 175 55 760 93 1320
04:00 13 162 17 174
04:15 16 164 36 191
04:30 21 150 46 192
04:45 24 159 74 635 39 189 138 746 212 1381
05:00 28 139 40 189
05:15 16 162 49 172
05:30 58 141 57 136
05:45 45 150 147 592 49 186 195 683 342 1275
06:00 59 144 69 190
06:15 69 142 74 171
06:30 70 119 90 151
06:45 83 137 281 542 57 152 290 664 571 1206
07:00 97 131 78 130
07:15 89 129 83 156
07:30 117 120 121 146
07:45 122 115 425 495 103 141 385 573 810 1068
08:00 110 135 120 132
08:15 107 93 122 125
08:30 105 94 96 114
08:45 122 89 444 411 117 101 455 472 899 883
09:00 101 85 121 79
09:15 104 68 98 79
09:30 133 69 115 73
09:45 109 69 447 291 96 84 430 315 877 606
10:00 119 50 122 58
10:15 125 40 101 45
10:30 122 46 120 56
10:45 118 34 484 170 119 37 462 196 946 366
11:00 113 31 128 48
11:15 123 26 132 23
11:30 130 26 142 21
11:45 112 22 478 105 123 24 525 116 1003 221
Total 2925 5538 3042 6400 5967 11938
Percent 34.6% 65.4% 32.2% 67.8% 33.3% 66.7%
Grand
Total 2925 5538 3042 6400 5967 11938
Percent 34.6% 65.4% 32.2% 67.8% 33.3% 66.7%
ADT ADT 17,905 AADT 17,905
City Traffic Counters
www.ctcounters.com
Puente Avenue
Btwn Merced Ave & Root St

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 32 105 78 9
12:15 20 96 9 94
12:30 17 96 68 9
12:45 17 109 86 406 11 90 33 362 119 768
01:00 3 93 10 90
01:15 10 101 3 83
01:30 8 102 28 2
01:45 8 118 29 414 9 86 24 341 53 755
02:00 15 97 89 7
02:15 7 117 11 92
02:30 6 121 39 1
02:45 9 122 37 457 3 111 25 391 62 848
03:00 8 124 99 3
03:15 5 140 2 90
03:30 11 138 7 116
03:45 17 139 41 541 15 98 33 397 74 938
04:00 6 110 11 107
04:15 25 142 8 86
04:30 24 130 19 96
04:45 35 135 90 517 23 103 61 392 151 909
05:00 24 127 18 94
05:15 23 121 25 95
05:30 21 133 37 79
05:45 17 133 85 514 36 91 116 359 201 873
06:00 24 100 54 92
06:15 34 85 55 108
06:30 45 108 59 72
06:45 44 111 147 404 87 71 255 343 402 747
07:00 56 84 95 81
07:15 65 78 86 90
07:30 76 103 89 73
07:45 73 80 270 345 106 91 376 335 646 680
08:00 50 74 87 80
08:15 56 75 92 57
08:30 59 71 63 66
08:45 80 62 245 282 93 55 335 258 580 540
09:00 39 59 74 54
09:15 69 70 80 37
09:30 75 41 64 44
09:45 77 40 260 210 69 45 287 180 547 390
10:00 78 40 82 43
10:15 79 38 78 36
10:30 76 41 70 24
10:45 83 34 316 153 82 24 312 127 628 280
11:00 85 30 80 31
11:15 71 23 76 22
11:30 90 15 81 16
11:45 83 31 329 99 84 22 321 91 650 190
Total 1935 4342 2178 3576 4113 7918
Percent 30.8% 69.2% 37.9% 62.1% 34.2% 65.8%
Grand
Total 1935 4342 2178 3576 4113 7918
Percent 30.8% 69.2% 37.9% 62.1% 34.2% 65.8%
ADT ADT 12,031 AADT 12,031
City Traffic Counters
www.ctcounters.com
Puente Avenue
Btwn Root St & Ramona Blvd

Start 27-May-21 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 28 73 9
12:15 5 32 7 57
12:30 3 57 65 2
12:45 3 38 17 155 7 62 27 210 44 365
01:00 1 41 43 6
01:15 2 28 4 64
01:30 0 25 34 6
01:45 1 25 4 119 4 57 15 203 19 322
02:00 2 33 44 5
02:15 2 26 6 69
02:30 3 37 44 4
02:45 1 37 8 133 4 62 18 220 26 353
03:00 2 50 68 4
03:15 3 48 7 103
03:30 4 40 9 100
03:45 1 47 10 185 9 89 31 376 41 561
04:00 2 34 76 2
04:15 2 47 8 50
04:30 3 46 15 59
04:45 6 44 13 171 13 49 43 220 56 391
05:00 6 38 14 60
05:15 5 51 17 51
05:30 4 36 23 42
05:45 9 53 24 178 16 44 70 197 94 375
06:00 15 34 21 41
06:15 10 34 17 40
06:30 18 27 19 22
06:45 28 31 71 126 24 41 81 144 152 270
07:00 25 25 38 29
07:15 22 17 27 34
07:30 26 23 43 27
07:45 34 26 107 91 48 28 156 118 263 209
08:00 32 30 39 24
08:15 20 28 33 24
08:30 14 25 25 22
08:45 26 16 92 99 37 21 134 91 226 190
09:00 17 25 22 21
09:15 10 21 25 16
09:30 19 7 31 18
09:45 18 13 64 66 26 12 104 67 168 133
10:00 30 13 29 11
10:15 17 12 24 21
10:30 10 11 27 7
10:45 12 5 69 41 34 12 114 51 183 92
11:00 17 9 40 13
11:15 26 5 33 9
11:30 16 2 29 8
11:45 28 4 87 20 37 6 139 36 226 56
Total 566 1384 932 1933 1498 3317
Percent 29.0% 71.0% 32.5% 67.5% 31.1% 68.9%
Grand
Total 566 1384 932 1933 1498 3317
Percent 29.0% 71.0% 32.5% 67.5% 31.1% 68.9%
ADT ADT 4,815 AADT 4,815
City Traffic Counters
www.ctcounters.com
Puente Avenue
Btwn South City Limit & Merced Ave

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 39 226 30 164
12:15 27 206 20 178
12:30 20 196 25 184
12:45 28 211 114 839 19 188 94 714 208 1553
01:00 11 217 19 222
01:15 15 244 17 205
01:30 14 252 8 218
01:45 16 212 56 925 14 233 58 878 114 1803
02:00 15 250 11 222
02:15 11 217 15 217
02:30 14 268 12 223
02:45 15 242 55 977 6 215 44 877 99 1854
03:00 16 272 13 187
03:15 20 281 26 207
03:30 25 279 17 179
03:45 21 251 82 1083 23 206 79 779 161 1862
04:00 32 254 22 199
04:15 34 293 23 182
04:30 60 254 40 212
04:45 84 304 210 1105 43 197 128 790 338 1895
05:00 61 273 37 259
05:15 55 286 43 208
05:30 52 239 71 196
05:45 69 284 237 1082 88 172 239 835 476 1917
06:00 121 196 89 171
06:15 117 197 72 202
06:30 117 220 106 161
06:45 111 189 466 802 136 165 403 699 869 1501
07:00 148 151 149 156
07:15 139 143 147 151
07:30 169 181 192 121
07:45 178 151 634 626 179 148 667 576 1301 1202
08:00 166 136 145 169
08:15 159 142 152 124
08:30 165 156 160 147
08:45 161 125 651 559 171 112 628 552 1279 1111
09:00 144 119 158 124
09:15 142 102 151 118
09:30 167 79 151 95
09:45 160 78 613 378 145 102 605 439 1218 817
10:00 196 71 191 106
10:15 168 65 150 76
10:30 169 57 159 75
10:45 178 52 711 245 209 51 709 308 1420 553
11:00 164 51 157 49
11:15 163 36 155 45
11:30 198 29 158 35
11:45 154 37 679 153 174 35 644 164 1323 317
Total 4508 8774 4298 7611 8806 16385
Percent 33.9% 66.1% 36.1% 63.9% 35.0% 65.0%
Grand
Total 4508 8774 4298 7611 8806 16385
Percent 33.9% 66.1% 36.1% 63.9% 35.0% 65.0%
ADT ADT 25,191 AADT 25,191
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn Badillo St & East City Limit

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 31 11 47
12:15 1 38 13 70
12:30 1 51 55 4
12:45 4 38 6 158 2 53 31 224 37 382
01:00 0 53 35 2
01:15 4 32 8 51
01:30 1 38 35 8
01:45 2 38 7 161 2 55 16 216 23 377
02:00 1 29 36 2
02:15 3 50 1 54
02:30 5 37 24 9
02:45 1 34 10 150 2 58 8 223 18 373
03:00 0 40 55 8
03:15 3 49 5 69
03:30 8 56 47 3
03:45 8 53 19 198 5 80 19 280 38 478
04:00 1 63 87 6
04:15 2 38 2 59
04:30 2 47 45 4
04:45 9 45 14 193 15 89 29 278 43 471
05:00 9 41 15 67
05:15 12 58 12 64
05:30 11 28 12 45
05:45 16 28 48 155 29 44 68 220 116 375
06:00 7 38 36 53
06:15 14 35 24 46
06:30 11 29 40 33
06:45 39 26 71 128 31 28 131 160 202 288
07:00 23 25 34 38
07:15 23 31 44 41
07:30 19 16 58 33
07:45 32 20 97 92 47 38 183 150 280 242
08:00 32 14 39 39
08:15 32 31 47 41
08:30 15 15 41 28
08:45 51 15 130 75 61 26 188 134 318 209
09:00 21 12 49 34
09:15 29 13 45 17
09:30 28 10 60 18
09:45 28 14 106 49 47 30 201 99 307 148
10:00 29 10 44 19
10:15 35 10 40 17
10:30 35 11 35 16
10:45 39 7 138 38 51 15 170 67 308 105
11:00 36 13 55 10
11:15 30 4 57 11
11:30 31 8 36 18
11:45 54 8 151 33 51 16 199 55 350 88
Total 797 1430 1243 2106 2040 3536
Percent 35.8% 64.2% 37.1% 62.9% 36.6% 63.4%
Grand
Total 797 1430 1243 2106 2040 3536
Percent 35.8% 64.2% 37.1% 62.9% 36.6% 63.4%
ADT ADT 5,576 AADT 5,576
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn Baldwin Park Blvd & Badillo St

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 16 162 17 131
12:15 12 177 22 151
12:30 10 196 21 182
12:45 5 201 43 736 7 180 67 644 110 1380
01:00 9 186 6 134
01:15 7 196 6 148
01:30 5 170 6 130
01:45 5 191 26 743 16 187 34 599 60 1342
02:00 4 169 10 135
02:15 8 199 4 162
02:30 15 217 0 192
02:45 4 255 31 840 5 182 19 671 50 1511
03:00 13 253 13 158
03:15 13 332 10 159
03:30 27 272 9 167
03:45 24 278 77 1135 8 153 40 637 117 1772
04:00 8 280 9 150
04:15 12 287 11 142
04:30 27 236 23 149
04:45 22 284 69 1087 24 136 67 577 136 1664
05:00 24 260 21 167
05:15 31 229 32 118
05:30 40 299 39 146
05:45 43 180 138 968 49 168 141 599 279 1567
06:00 35 144 55 128
06:15 35 173 64 140
06:30 70 140 87 140
06:45 64 140 204 597 94 95 300 503 504 1100
07:00 58 112 99 81
07:15 67 125 115 102
07:30 127 119 137 113
07:45 120 110 372 466 136 86 487 382 859 848
08:00 131 87 128 94
08:15 101 88 112 76
08:30 67 96 112 82
08:45 115 74 414 345 112 84 464 336 878 681
09:00 84 47 125 79
09:15 132 57 112 50
09:30 109 60 114 51
09:45 109 47 434 211 92 54 443 234 877 445
10:00 122 42 91 47
10:15 145 40 147 45
10:30 141 45 125 54
10:45 117 57 525 184 139 22 502 168 1027 352
11:00 155 85 153 26
11:15 172 51 140 42
11:30 138 33 118 29
11:45 149 27 614 196 136 25 547 122 1161 318
Total 2947 7508 3111 5472 6058 12980
Percent 28.2% 71.8% 36.2% 63.8% 31.8% 68.2%
Grand
Total 2947 7508 3111 5472 6058 12980
Percent 28.2% 71.8% 36.2% 63.8% 31.8% 68.2%
ADT ADT 19,038 AADT 19,038
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn Francisquito Ave & Merced Ave

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 18 166 24 139
12:15 13 174 17 141
12:30 11 187 13 179
12:45 11 206 53 733 13 121 67 580 120 1313
01:00 15 169 13 149
01:15 14 191 9 152
01:30 8 170 7 164
01:45 15 197 52 727 7 131 36 596 88 1323
02:00 12 183 4 135
02:15 13 266 6 131
02:30 14 233 7 181
02:45 10 236 49 918 9 156 26 603 75 1521
03:00 16 247 19 125
03:15 8 279 15 161
03:30 15 342 8 137
03:45 14 328 53 1196 13 139 55 562 108 1758
04:00 6 318 16 138
04:15 9 269 16 141
04:30 9 323 19 148
04:45 26 261 50 1171 27 131 78 558 128 1729
05:00 27 295 42 170
05:15 28 298 36 126
05:30 42 267 46 110
05:45 32 298 129 1158 69 115 193 521 322 1679
06:00 43 244 85 128
06:15 65 209 86 157
06:30 69 181 108 114
06:45 74 196 251 830 113 91 392 490 643 1320
07:00 82 197 124 129
07:15 87 189 141 104
07:30 104 120 152 114
07:45 108 147 381 653 146 90 563 437 944 1090
08:00 99 114 139 107
08:15 88 129 150 94
08:30 125 108 129 86
08:45 131 114 443 465 124 107 542 394 985 859
09:00 105 95 120 76
09:15 121 98 116 68
09:30 105 82 135 62
09:45 131 70 462 345 136 65 507 271 969 616
10:00 121 74 116 57
10:15 117 57 111 48
10:30 141 58 152 50
10:45 155 62 534 251 119 31 498 186 1032 437
11:00 153 39 145 37
11:15 153 33 111 25
11:30 157 35 132 32
11:45 167 29 630 136 113 18 501 112 1131 248
Total 3087 8583 3458 5310 6545 13893
Percent 26.5% 73.5% 39.4% 60.6% 32.0% 68.0%
Grand
Total 3087 8583 3458 5310 6545 13893
Percent 26.5% 73.5% 39.4% 60.6% 32.0% 68.0%
ADT ADT 20,438 AADT 20,438
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn I-605 Frwy & Francisquito Ave

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 45 246 30 217
12:15 39 228 24 181
12:30 25 228 26 207
12:45 22 255 131 957 15 163 95 768 226 1725
01:00 24 204 22 194
01:15 25 243 17 184
01:30 18 243 8 188
01:45 20 240 87 930 8 184 55 750 142 1680
02:00 15 261 13 161
02:15 17 268 12 168
02:30 19 292 16 175
02:45 22 267 73 1088 12 200 53 704 126 1792
03:00 14 336 20 165
03:15 18 348 18 177
03:30 20 425 26 167
03:45 19 409 71 1518 22 170 86 679 157 2197
04:00 18 384 29 190
04:15 20 370 31 169
04:30 22 395 36 189
04:45 29 350 89 1499 47 169 143 717 232 2216
05:00 34 376 72 202
05:15 37 378 77 163
05:30 43 370 87 155
05:45 40 382 154 1506 133 142 369 662 523 2168
06:00 60 353 143 171
06:15 64 335 150 177
06:30 81 315 213 148
06:45 99 292 304 1295 194 121 700 617 1004 1912
07:00 87 288 217 139
07:15 109 253 233 136
07:30 121 192 271 133
07:45 141 193 458 926 251 130 972 538 1430 1464
08:00 117 169 214 133
08:15 130 189 245 114
08:30 153 163 238 132
08:45 154 158 554 679 213 138 910 517 1464 1196
09:00 149 130 194 113
09:15 138 127 179 72
09:30 132 135 214 88
09:45 169 102 588 494 182 88 769 361 1357 855
10:00 155 104 166 87
10:15 161 85 165 71
10:30 169 88 197 60
10:45 181 76 666 353 183 56 711 274 1377 627
11:00 217 54 197 53
11:15 179 77 151 38
11:30 208 62 156 42
11:45 194 49 798 242 171 20 675 153 1473 395
Total 3973 11487 5538 6740 9511 18227
Percent 25.7% 74.3% 45.1% 54.9% 34.3% 65.7%
Grand
Total 3973 11487 5538 6740 9511 18227
Percent 25.7% 74.3% 45.1% 54.9% 34.3% 65.7%
ADT ADT 27,738 AADT 27,738
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn Merced Ave & Baldwin Park Blvd

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 207 24 199
12:15 9 238 22 183
12:30 12 199 20 180
12:45 16 236 47 880 18 158 84 720 131 1600
01:00 9 233 14 195
01:15 9 225 12 235
01:30 10 210 10 194
01:45 12 248 40 916 9 196 45 820 85 1736
02:00 11 231 4 188
02:15 14 290 8 197
02:30 10 305 12 239
02:45 10 295 45 1121 6 220 30 844 75 1965
03:00 12 294 16 189
03:15 7 299 10 236
03:30 18 384 7 231
03:45 23 369 60 1346 10 208 43 864 103 2210
04:00 7 366 14 213
04:15 12 271 12 213
04:30 15 410 20 204
04:45 31 304 65 1351 18 225 64 855 129 2206
05:00 31 345 26 205
05:15 31 275 21 173
05:30 61 303 42 161
05:45 40 247 163 1170 56 155 145 694 308 1864
06:00 46 281 72 211
06:15 62 196 84 196
06:30 71 206 82 159
06:45 115 175 294 858 104 132 342 698 636 1556
07:00 81 199 118 156
07:15 112 188 142 126
07:30 98 138 147 132
07:45 158 150 449 675 138 113 545 527 994 1202
08:00 128 121 122 135
08:15 115 125 143 115
08:30 147 102 126 148
08:45 149 124 539 472 151 126 542 524 1081 996
09:00 140 115 135 121
09:15 143 85 137 91
09:30 147 89 179 70
09:45 216 85 646 374 172 82 623 364 1269 738
10:00 204 67 175 68
10:15 153 68 152 54
10:30 164 39 199 49
10:45 192 54 713 228 189 45 715 216 1428 444
11:00 187 29 164 46
11:15 165 33 138 37
11:30 221 22 209 33
11:45 207 23 780 107 167 19 678 135 1458 242
Total 3841 9498 3856 7261 7697 16759
Percent 28.8% 71.2% 34.7% 65.3% 31.5% 68.5%
Grand
Total 3841 9498 3856 7261 7697 16759
Percent 28.8% 71.2% 34.7% 65.3% 31.5% 68.5%
ADT ADT 24,456 AADT 24,456
City Traffic Counters
www.ctcounters.com
Rivergrade Road
Btwn Brooks Dr & Live Oak Ave

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 14 92 69 7
12:15 21 95 6 60
12:30 16 103 11 94
12:45 17 100 68 390 7 83 30 334 98 724
01:00 16 80 38 9
01:15 26 76 9 80
01:30 10 88 12 73
01:45 8 128 60 372 7 65 31 307 91 679
02:00 10 99 16 4
02:15 13 108 7 76
02:30 8 120 4 116
02:45 5 104 36 431 6 76 18 332 54 763
03:00 11 82 88 4
03:15 9 97 11 78
03:30 15 96 10 107
03:45 11 102 46 377 9 90 38 359 84 736
04:00 13 85 56 5
04:15 31 85 13 55
04:30 29 97 23 84
04:45 44 93 117 360 16 57 57 261 174 621
05:00 40 99 24 85
05:15 60 77 44 81
05:30 65 104 67 51
05:45 78 79 243 359 56 64 191 281 434 640
06:00 51 51 68 62
06:15 59 58 83 61
06:30 86 53 90 52
06:45 79 47 275 209 115 43 356 218 631 427
07:00 63 51 108 34
07:15 90 45 118 26
07:30 72 52 114 30
07:45 71 36 296 184 130 29 470 119 766 303
08:00 78 42 115 17
08:15 78 28 134 30
08:30 93 28 112 27
08:45 67 38 316 136 107 15 468 89 784 225
09:00 87 53 87 14
09:15 69 33 75 20
09:30 79 27 63 12
09:45 62 32 297 145 63 6 288 52 585 197
10:00 91 18 72 4
10:15 66 25 84 8
10:30 84 29 53 9
10:45 83 22 324 94 75 8 284 29 608 123
11:00 103 20 77 5
11:15 93 12 80 9
11:30 74 7 106 13
11:45 95 9 365 48 86 6 349 33 714 81
Total 2443 3105 2580 2414 5023 5519
Percent 44.0% 56.0% 51.7% 48.3% 47.6% 52.4%
Grand
Total 2443 3105 2580 2414 5023 5519
Percent 44.0% 56.0% 51.7% 48.3% 47.6% 52.4%
ADT ADT 10,542 AADT 10,542
City Traffic Counters
www.ctcounters.com
Root Street
Btwn Puente Ave & East City Limit

Start 27-May-21 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 16 39 23 8
12:15 10 45 6 48
12:30 10 66 44 4
12:45 6 58 42 208 7 39 19 169 61 377
01:00 4 45 33 8
01:15 3 45 2 43
01:30 2 48 15 6
01:45 1 48 10 186 1 52 7 189 17 375
02:00 2 49 03 3
02:15 3 65 6 51
02:30 1 75 25 4
02:45 1 63 7 252 2 51 10 189 17 441
03:00 2 76 24 1
03:15 2 87 1 45
03:30 1 84 54 5
03:45 9 82 14 329 5 59 13 190 27 519
04:00 3 76 44 7
04:15 8 86 4 46
04:30 16 85 10 51
04:45 18 74 45 321 15 52 33 196 78 517
05:00 8 80 55 1
05:15 9 74 12 65
05:30 9 86 19 53
05:45 10 63 36 303 23 49 59 218 95 521
06:00 13 68 24 42
06:15 17 58 21 50
06:30 16 54 39 50
06:45 19 62 65 242 42 39 126 181 191 423
07:00 23 43 56 48
07:15 23 26 60 37
07:30 27 55 63 39
07:45 38 42 111 166 82 41 261 165 372 331
08:00 25 32 51 35
08:15 31 35 49 31
08:30 26 27 35 37
08:45 52 27 134 121 49 20 184 123 318 244
09:00 33 21 37 27
09:15 31 29 38 23
09:30 30 21 43 19
09:45 29 7 123 78 32 33 150 102 273 180
10:00 30 27 32 12
10:15 38 25 41 16
10:30 34 17 34 12
10:45 34 11 136 80 35 14 142 54 278 134
11:00 35 9 36 9
11:15 44 7 26 8
11:30 43 4 38 10
11:45 43 7 165 27 30 8 130 35 295 62
Total 888 2313 1134 1811 2022 4124
Percent 27.7% 72.3% 38.5% 61.5% 32.9% 67.1%
Grand
Total 888 2313 1134 1811 2022 4124
Percent 27.7% 72.3% 38.5% 61.5% 32.9% 67.1%
ADT ADT 6,146 AADT 6,146
City Traffic Counters
www.ctcounters.com
Stewart Avenue
Btwn Live Oak Ave & Olive St

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 26 71 9
12:15 2 14 10 40
12:30 3 26 62 8
12:45 4 24 9 90 3 23 26 110 35 200
01:00 4 31 53 1
01:15 2 21 3 29
01:30 0 23 22 6
01:45 2 12 8 87 3 34 13 120 21 207
02:00 1 28 73 1
02:15 4 29 5 44
02:30 3 18 43 6
02:45 2 25 10 100 5 39 21 150 31 250
03:00 5 27 14 6
03:15 4 25 1 52
03:30 7 25 15 7
03:45 3 22 19 99 1 73 4 228 23 327
04:00 5 23 15 5
04:15 4 30 1 63
04:30 10 17 16 2
04:45 14 28 33 98 3 64 6 244 39 342
05:00 11 23 57 7
05:15 16 27 7 62
05:30 23 21 56 7
05:45 27 23 77 94 5 44 22 250 99 344
06:00 28 18 11 49
06:15 40 25 7 65
06:30 42 25 18 33
06:45 48 16 158 84 12 39 48 186 206 270
07:00 46 16 16 43
07:15 39 17 22 34
07:30 50 16 25 26
07:45 53 12 188 61 17 23 80 126 268 187
08:00 35 14 24 26
08:15 30 16 22 20
08:30 46 23 18 28
08:45 23 15 134 68 15 23 79 97 213 165
09:00 30 13 10 15
09:15 18 13 16 18
09:30 26 13 16 18
09:45 26 5 100 44 19 21 61 72 161 116
10:00 20 18 91 5
10:15 21 5 19 18
10:30 27 7 26 15
10:45 16 8 84 38 23 16 77 64 161 102
11:00 29 5 15 10
11:15 15 6 17 7
11:30 13 2 23 10
11:45 18 2 75 15 29 3 84 30 159 45
Total 895 878 521 1677 1416 2555
Percent 50.5% 49.5% 23.7% 76.3% 35.7% 64.3%
Grand
Total 895 878 521 1677 1416 2555
Percent 50.5% 49.5% 23.7% 76.3% 35.7% 64.3%
ADT ADT 3,971 AADT 3,971

City Traffic Counters
www.ctcounters.com
Stewart Avenue
Btwn Los Angeles St & Ramona Blvd

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 24 21 5
12:15 1 19 3 20
12:30 1 19 02 5
12:45 0 12 3 74 1 20 6 80 9 154
01:00 0 25 21 6
01:15 2 26 1 14
01:30 3 16 13 5
01:45 2 24 7 91 0 32 4 97 11 188
02:00 1 26 12 1
02:15 0 19 2 18
02:30 0 18 01 9
02:45 1 15 2 78 1 17 4 75 6 153
03:00 1 27 01 4
03:15 2 11 1 6
03:30 3 19 21 5
03:45 1 21 7 78 0 13 3 48 10 126
04:00 3 22 11 8
04:15 1 20 3 26
04:30 5 15 22 9
04:45 5 15 14 72 3 36 9 109 23 181
05:00 1 21 73 3
05:15 1 22 3 16
05:30 7 22 42 0
05:45 3 27 12 92 2 16 16 85 28 177
06:00 11 23 51 8
06:15 5 15 6 25
06:30 8 27 72 2
06:45 9 25 33 90 15 12 33 77 66 167
07:00 5 23 10 12
07:15 6 20 15 18
07:30 17 13 18 11
07:45 24 22 52 78 22 3 65 44 117 122
08:00 21 13 16 15
08:15 15 13 12 18
08:30 7 10 10 15
08:45 17 16 60 52 16 14 54 62 114 114
09:00 10 13 13 13
09:15 12 10 17 5
09:30 14 7 19 5
09:45 15 12 51 42 13 9 62 32 113 74
10:00 15 10 12 6
10:15 8 6 10 5
10:30 19 8 10 7
10:45 18 3 60 27 18 3 50 21 110 48
11:00 23 8 11 0
11:15 14 2 13 7
11:30 13 2 14 4
11:45 15 0 65 12 14 4 52 15 117 27
Total 366 786 358 745 724 1531
Percent 31.8% 68.2% 32.5% 67.5% 32.1% 67.9%
Grand
Total 366 786 358 745 724 1531
Percent 31.8% 68.2% 32.5% 67.5% 32.1% 67.9%
ADT ADT 2,255 AADT 2,255
City Traffic Counters
www.ctcounters.com
Syracuse Ave
Btwn Bess Ave & Ramona Blvd

Start 27-May-21 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 35 82 8
12:15 3 35 4 34
12:30 3 26 52 9
12:45 2 24 12 120 4 33 21 124 33 244
01:00 3 19 53 5
01:15 1 24 3 37
01:30 4 23 34 0
01:45 1 18 9 84 2 29 13 141 22 225
02:00 1 20 32 4
02:15 4 22 4 34
02:30 1 18 03 7
02:45 0 21 6 81 2 27 9 122 15 203
03:00 2 23 02 7
03:15 4 31 1 36
03:30 8 12 24 8
03:45 2 19 16 85 0 54 3 165 19 250
04:00 3 21 23 9
04:15 8 27 2 47
04:30 8 24 26 7
04:45 8 22 27 94 2 59 8 212 35 306
05:00 11 26 15 5
05:15 8 22 3 52
05:30 15 23 35 6
05:45 18 19 52 90 4 63 11 226 63 316
06:00 15 17 95 2
06:15 18 17 8 44
06:30 24 18 10 45
06:45 22 26 79 78 16 34 43 175 122 253
07:00 25 21 14 34
07:15 29 22 16 36
07:30 37 21 16 40
07:45 30 17 121 81 27 29 73 139 194 220
08:00 33 25 16 24
08:15 24 27 20 35
08:30 16 17 12 26
08:45 18 15 91 84 22 21 70 106 161 190
09:00 21 16 16 27
09:15 34 9 28 22
09:30 25 14 16 23
09:45 23 12 103 51 28 22 88 94 191 145
10:00 23 8 14 20
10:15 22 9 27 11
10:30 11 10 20 15
10:45 23 9 79 36 34 8 95 54 174 90
11:00 28 6 22 13
11:15 22 4 24 15
11:30 25 3 25 12
11:45 27 9 102 22 29 10 100 50 202 72
Total 697 906 534 1608 1231 2514
Percent 43.5% 56.5% 24.9% 75.1% 32.9% 67.1%
Grand
Total 697 906 534 1608 1231 2514
Percent 43.5% 56.5% 24.9% 75.1% 32.9% 67.1%
ADT ADT 3,745 AADT 3,745
City Traffic Counters
www.ctcounters.com
Vineland Avenue
Btwn Merced Ave & Pacific Ave

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 29 43 3
12:15 9 29 4 56
12:30 3 68 54 5
12:45 3 46 19 172 5 36 18 170 37 342
01:00 4 34 24 1
01:15 2 38 2 42
01:30 1 31 43 3
01:45 2 29 9 132 1 41 9 157 18 289
02:00 2 37 24 0
02:15 2 31 2 41
02:30 1 28 13 9
02:45 1 38 6 134 3 43 8 163 14 297
03:00 2 40 13 1
03:15 2 28 6 29
03:30 2 44 55 4
03:45 8 56 14 168 3 41 15 155 29 323
04:00 9 53 83 5
04:15 3 49 13 40
04:30 3 46 16 29
04:45 6 35 21 183 16 41 53 145 74 328
05:00 3 43 15 40
05:15 2 44 18 34
05:30 11 24 22 38
05:45 9 35 25 146 25 32 80 144 105 290
06:00 5 30 27 44
06:15 11 27 26 40
06:30 12 27 48 38
06:45 19 38 47 122 38 30 139 152 186 274
07:00 14 40 39 34
07:15 16 37 65 30
07:30 21 29 73 30
07:45 39 26 90 132 66 22 243 116 333 248
08:00 34 19 55 26
08:15 22 19 44 35
08:30 30 33 26 31
08:45 17 15 103 86 33 26 158 118 261 204
09:00 15 17 23 27
09:15 17 18 28 15
09:30 18 16 28 17
09:45 19 17 69 68 28 15 107 74 176 142
10:00 17 18 37 20
10:15 31 9 18 13
10:30 22 9 26 14
10:45 18 10 88 46 41 16 122 63 210 109
11:00 20 11 38 14
11:15 21 9 44 12
11:30 28 11 32 5
11:45 38 3 107 34 24 10 138 41 245 75
Total 598 1423 1090 1498 1688 2921
Percent 29.6% 70.4% 42.1% 57.9% 36.6% 63.4%
Grand
Total 598 1423 1090 1498 1688 2921
Percent 29.6% 70.4% 42.1% 57.9% 36.6% 63.4%
ADT ADT 4,609 AADT 4,609
City Traffic Counters
www.ctcounters.com
Vineland Avenue
Btwn Pacific Ave & Badillo St

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 41 54
12:15 9 39 1 7
12:30 6 90 52
12:45 6 51 28 221 1 1 12 14 40 235
01:00 6 36 11 3
01:15 3 60 0 7
01:30 9 47 41 1
01:45 5 48 23 191 1 1 6 32 29 223
02:00 1 35 01 1
02:15 5 48 0 15
02:30 0 44 11 0
02:45 0 56 6 183 0 26 1 62 7 245
03:00 1 69 33
03:15 3 70 0 5
03:30 9 70 31 0
03:45 16 66 29 275 2 20 8 38 37 313
04:00 11 64 17
04:15 6 57 6 23
04:30 6 63 41
04:45 13 53 36 237 2 20 13 51 49 288
05:00 5 43 47
05:15 3 68 7 4
05:30 19 41 61 7
05:45 19 39 46 191 9 8 26 36 72 227
06:00 11 45 78
06:15 16 46 17 20
06:30 14 43 19 9
06:45 22 61 63 195 14 9 57 46 120 241
07:00 15 56 17 6
07:15 16 33 34 18
07:30 29 30 25 8
07:45 38 31 98 150 19 6 95 38 193 188
08:00 39 31 16 11
08:15 27 30 22 17
08:30 26 33 10 16
08:45 19 31 111 125 6 7 54 51 165 176
09:00 25 32 61 0
09:15 21 22 7 1
09:30 28 18 13 13
09:45 22 9 96 81 9 7 35 31 131 112
10:00 30 15 11 16
10:15 43 11 2 10
10:30 32 8 21 1
10:45 34 6 139 40 10 6 25 43 164 83
11:00 16 8 17 9
11:15 20 9 16 5
11:30 20 10 10 0
11:45 34 4 90 31 6 2 49 16 139 47
Total 765 1920 381 458 1146 2378
Percent 28.5% 71.5% 45.4% 54.6% 32.5% 67.5%
Grand
Total 765 1920 381 458 1146 2378
Percent 28.5% 71.5% 45.4% 54.6% 32.5% 67.5%
ADT ADT 3,524 AADT 3,524
City Traffic Counters
www.ctcounters.com
Vineland Avenue
Btwn South City Limit & Merced Ave

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 42 84 4
12:15 8 38 6 47
12:30 7 43 93 1
12:45 11 28 43 151 5 53 28 175 71 326
01:00 5 39 34 4
01:15 4 32 5 34
01:30 2 50 24 4
01:45 6 33 17 154 6 38 16 160 33 314
02:00 4 50 36 0
02:15 0 47 4 40
02:30 2 36 15 1
02:45 0 41 6 174 5 40 13 191 19 365
03:00 5 44 53 6
03:15 1 42 9 38
03:30 4 47 14 55
03:45 3 39 13 172 8 42 36 171 49 343
04:00 4 33 84 4
04:15 7 46 21 47
04:30 6 52 20 55
04:45 2 58 19 189 20 57 69 203 88 392
05:00 10 59 33 46
05:15 12 49 27 53
05:30 9 50 42 39
05:45 18 50 49 208 41 72 143 210 192 418
06:00 10 53 48 56
06:15 21 42 39 50
06:30 18 43 40 50
06:45 22 50 71 188 46 36 173 192 244 380
07:00 25 38 56 40
07:15 20 47 63 40
07:30 18 45 68 43
07:45 22 47 85 177 71 30 258 153 343 330
08:00 28 37 65 37
08:15 17 29 58 38
08:30 21 39 56 41
08:45 22 35 88 140 39 30 218 146 306 286
09:00 28 35 46 24
09:15 25 43 51 31
09:30 20 25 47 35
09:45 28 41 101 144 39 19 183 109 284 253
10:00 24 18 37 21
10:15 24 22 36 19
10:30 35 15 30 12
10:45 28 15 111 70 31 18 134 70 245 140
11:00 30 17 38 13
11:15 35 20 49 7
11:30 36 19 46 12
11:45 41 16 142 72 51 7 184 39 326 111
Total 745 1839 1455 1819 2200 3658
Percent 28.8% 71.2% 44.4% 55.6% 37.6% 62.4%
Grand
Total 745 1839 1455 1819 2200 3658
Percent 28.8% 71.2% 44.4% 55.6% 37.6% 62.4%
ADT ADT 5,858 AADT 5,858
City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

B

Appendix “B”
Engineering and Traffic Survey Sheets

Engineering and Traffic Survey
(CVC Section 627)
Street: Badillo St
Segment: Ramona Blvd to East City Limit
Segment #: 1
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 5
Mid-Block Collisions: 6
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 40 39
Eastbound Westbound
5/27/2021
85th Percentile Speed: 45 45
10 MPH Pace (Minimum): 34 34
Percent in Pace: 65 58
Mid-Block Collision Rate Per Million Vehicle Miles: 0.67 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 14,588
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Ramona, Puente, & Willow
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: Yes No
Length of Segment (Miles): 0.56
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential/Commercial
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
39 Combined
45 34
62 5/27/2021

WestboundEastbound

Yes
Yes
Consistent posting with adjacent segment justifies reduction of 85th by 5 MPH. This is a transition segment as it changes to 45 MPH as this street enters the City of West Covina
Result JUSTIFIED
B - 1Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Live Oak Ave to Olive St
Segment #: 2
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 1
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 38 41
Northbound Southbound
5/26/2021
85th Percentile Speed: 44 47
10 MPH Pace (Minimum): 35 39
Percent in Pace: 65 61
Mid-Block Collision Rate Per Million Vehicle Miles: 0.23 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 7,907
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Live Oak, Calais, & Olive
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.5
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
39 Combined
46 36
62 5/26/2021

SouthboundNorthbound

Yes
No
Consistent posting with adjacent segment justified reduction of 85th by 5 MPH Result JUSTIFIED
B - 2Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Olive St to Los Angeles St
Segment #: 3
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 18
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 39 39
Northbound Southbound
5/26/2021
85th Percentile Speed: 45 43
10 MPH Pace (Minimum): 35 34
Percent in Pace: 68 76
Mid-Block Collision Rate Per Million Vehicle Miles: 0.82 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 11,607
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Olive, Ohio, & Los Angeles Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential/School
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
39 Combined
43 34
72 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent by 85th percentile
Result NO CHANGE
B - 3Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Los Angeles St to Ramona Blvd
Segment #: 4
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 14
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 35 37
Northbound Southbound
5/26/2021
85th Percentile Speed: 39 42
10 MPH Pace (Minimum): 31 33
Percent in Pace: 79 72
Mid-Block Collision Rate Per Million Vehicle Miles: 1.16 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 12,844
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Los Angeles, Clark, & Ramona. Signalized PED XING at midblock.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.43
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
40 Community Center and Library at this segment.

PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
41 31
75 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 4Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Ramona Blvd to Merced Ave
Segment #: 5
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 8
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 35 36
Northbound Southbound
5/26/2021
85th Percentile Speed: 40 42
10 MPH Pace (Minimum): 32 31
Percent in Pace: 72 67
Mid-Block Collision Rate Per Million Vehicle Miles: 0.91 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 14,529
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Ramona, Sterling, Stewart, and Merced Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.55
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential/Commercial
40 Horizontal curve from La Rica to Ramona. Bus route at segment.

PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
41 31
69 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 5Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Merced Ave to Francisquito Ave
Segment #: 6
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 9
Mid-Block Collisions: 8
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 40 38
Northbound Southbound
5/26/2021
85th Percentile Speed: 44 43
10 MPH Pace (Minimum): 35 35
Percent in Pace: 73 64
Mid-Block Collision Rate Per Million Vehicle Miles: 0.62 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 17,775
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Merced, Foster, & Francisquito Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.66
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 40 Bus Route
PART IV: Additional Remarks
Posted Speed Limit 40 40
39 Combined
44 35
69 5/26/2021

SouthboundNorthbound

Yes
No
Consistent posting with adjacent segment justified reduction of 85th by 5 MPH Result JUSTIFIED
B - 6Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Francisquito Ave to I-10
Segment #: 7
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 5
Mid-Block Collisions: 17
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 27 31
Northbound Southbound
5/26/2021
85th Percentile Speed: 39 38
10 MPH Pace (Minimum): 23 25
Percent in Pace: 58 68
Mid-Block Collision Rate Per Million Vehicle Miles: 2.08 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 21,948
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Francisquito,Tracy, and the I-10 Interchange Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes No
Length of Segment (Miles): 0.34
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
40 Shopping Center at Segment. A portion of the segment becomes a 4-Lane Un-divided.

PART IV: Additional Remarks
Posted Speed Limit 40 40
30 Combined
38 24
62 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 7Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: I-10 to South City Limit
Segment #: 8
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 9
Mid-Block Collisions: 10
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 32 31
Northbound Southbound
5/26/2021
85th Percentile Speed: 38 36
10 MPH Pace (Minimum): 26 26
Percent in Pace: 68 78
Mid-Block Collision Rate Per Million Vehicle Miles: 0.99 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 25,696
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Dalewood & Bess
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
Verticle Curves: Yes
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
40 A portion of the segment is 4-lane un-divided
PART IV: Additional Remarks
Posted Speed Limit 40 40
31 Combined
37 26
73 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 8Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Bess Ave
Segment: I-10 to Baldwin Park Blvd
Segment #: 9
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 26 26
Northbound Southbound
6/2/2021
85th Percentile Speed: 32 30
10 MPH Pace (Minimum): 22 23
Percent in Pace: 70 90
Mid-Block Collision Rate Per Million Vehicle Miles: 1.56 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 7,337
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Baldwin Park. Stop Control ad Judith, Leorita, and Frazier.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.32
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential
30 At a medical Center
PART IV: Additional Remarks
Posted Speed Limit 30 30
26 Combined
31 22
80 6/2/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 9Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Bess Ave
Segment: Syracuse Ave to Frazier St
Segment #: 10
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 11
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 25 26
Northbound Southbound
6/2/2021
85th Percentile Speed: 30 30
10 MPH Pace (Minimum): 20 20
Percent in Pace: 67 79
Mid-Block Collision Rate Per Million Vehicle Miles: 6.14 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,411
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop Control at Athol, Barnes, Frazier and Syracuse Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential/School
25 Within School Zone
PART IV: Additional Remarks
Posted Speed Limit 25 25
26 Combined
30 20
74 6/2/2021

SouthboundNorthbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352(b)(1) Result JUSTIFIED
B - 10Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Big Dalton Ave
Segment: Pacific Ave. to I-10
Segment #: 11
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 32 30
Northbound Southbound
6/3/2021
85th Percentile Speed: 39 39
10 MPH Pace (Minimum): 30 26
Percent in Pace: 48 50
Mid-Block Collision Rate Per Million Vehicle Miles: 1.90 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,361
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Pacific. Stop control at Merced Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 1
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential
25 PART IV: Additional Remarks
Posted Speed Limit 25 25
31 Combined
39 29
46 6/3/2021

SouthboundNorthbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352 (b)(1) Result JUSTIFIED
B - 11Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Center St
Segment: Olive St to Los Angeles St
Segment #: 12
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 7
Mid-Block Collisions: 2
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 31 33
Northbound Southbound
5/27/2021
85th Percentile Speed: 37 39
10 MPH Pace (Minimum): 24 32
Percent in Pace: 53 53
Mid-Block Collision Rate Per Million Vehicle Miles: 2.25 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 1,690
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Los Angeles
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/School Residential
35 School Zone
PART IV: Additional Remarks
Posted Speed Limit 30 30
31 Combined
38 30
50 5/27/2021

SouthboundNorthbound

No
No
Uncontrolled crosswalk and high calculated collision rate of 3.38 justify round down of 85th percentile speed Result INCREASED
B - 12Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Center St
Segment: Los Angeles St. to Ramona Blvd
Segment #: 13
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 0
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 28 29
Northbound Southbound
6/2/2021
85th Percentile Speed: 34 36
10 MPH Pace (Minimum): 23 24
Percent in Pace: 67 67
Mid-Block Collision Rate Per Million Vehicle Miles: 4.57 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 922
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Los Angeles. Stop control at Palm & Ramona Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.65
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
35 No centerline striping
PART IV: Additional Remarks
Posted Speed Limit 30 30
28 Combined
35 23
66 6/2/2021

SouthboundNorthbound

No
No
Consistent with adjacent roadway segments and supported by the 85th percentile speed Result INCREASED
B - 13Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Commerce Dr.

Segment: Rivergrade Rd to Live Oak Ave
Segment #: 14
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 0
Mid-Block Collisions: 1
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 30 32
Northbound Southbound
6/3/2021
85th Percentile Speed: 35 38
10 MPH Pace (Minimum): 25 27
Percent in Pace: 75 70
Mid-Block Collision Rate Per Million Vehicle Miles: 0.97 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 1,545
Lane Configuration: 2-Lane Divided
Traffic Controls: Stop Control at Rivergrade and Live Oak. Signalized pedestrian crossing at midblock.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: No No
Length of Segment (Miles): 0.61
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
31 Combined
37 27
69 6/3/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 14Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Francisquito Ave
Segment: Ramona Blvd to Frazier St
Segment #: 15
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 14
Mid-Block Collisions: 9
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 37 39
Northbound Southbound
5/25/2021
85th Percentile Speed: 43 43
10 MPH Pace (Minimum): 32 34
Percent in Pace: 70 76
Mid-Block Collision Rate Per Million Vehicle Miles: 1.60 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 10,732
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Ramona & Frazier
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 40 PART IV: Additional Remarks
Posted Speed Limit 35 35
38 Combined
43 34
71 5/25/2021

SouthboundNorthbound

No
No
Uncontrolled crosswalk justifies reduction of 85th percentile by 5 MPH.

Result INCREASED
B - 15Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Francisquito Ave
Segment: Frazier St to Baldwin Park Blvd
Segment #: 16
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 10
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 35 36
Northbound Southbound
5/25/2021
85th Percentile Speed: 41 40
10 MPH Pace (Minimum): 32 31
Percent in Pace: 72 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.31 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 14,339
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Fraziers and Baldwin Park
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.34
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: School/Commercial Residential/Commercial 35 School Zone
PART IV: Additional Remarks
Posted Speed Limit 35 35
36 Combined
40 30
72 5/25/2021

SouthboundNorthbound

No
No
Two (2) uncontrolled crosswalk justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 16Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Francisquito Ave
Segment: Baldwin Park Blvd to South City Limit
Segment #: 17
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 31
Mid-Block Collisions: 34
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 31 30
Northbound Southbound
5/25/2021
85th Percentile Speed: 34 34
10 MPH Pace (Minimum): 25 26
Percent in Pace: 89 86
Mid-Block Collision Rate Per Million Vehicle Miles: 2.22 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 26,371
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Baldwin Park, Maine, Garvey, Vineland, & Dalewood Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: No No
Length of Segment (Miles): 0.53
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 A portion is 4-Lane Un-divided. A railroad and bus route present.

PART IV: Additional Remarks
Posted Speed Limit 35 35
30 Combined
34 25
86 5/25/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 17Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Frazier St
Segment: Bess Ave to Francisquito Ave.

Segment #: 18
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 10
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 31 35
Northbound Southbound
6/2/2021
85th Percentile Speed: 36 40
10 MPH Pace (Minimum): 27 32
Percent in Pace: 70 64
Mid-Block Collision Rate Per Million Vehicle Miles: 1.64 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 5,500
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Francisquito. Stop Control at Waco, Fairgrove, and Bess.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.71
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/School Residential
35 School Zone
PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
38 29
65 6/2/2021

SouthboundNorthbound

No
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 18Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Harlan Ave
Segment: Los Angeles St. to Ramona Blvd
Segment #: 19
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 32 33
Northbound Southbound
6/2/2021
85th Percentile Speed: 37 39
10 MPH Pace (Minimum): 28 28
Percent in Pace: 79 68
Mid-Block Collision Rate Per Million Vehicle Miles: 1.08 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,510
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop Control at Los Angeles & Palm. Signals at Ramona.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.72
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
25 PART IV: Additional Remarks
Posted Speed Limit 25 25
33 Combined
37 28
74 6/2/2021

SouthboundNorthbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352(b)(1).

Result JUSTIFIED
B - 19Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Live Oak Ave
Segment: Rivergrade Rd to Baldwin Park Blvd
Segment #: 20
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 10
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 38 37
Eastbound Westbound
5/26/2021
85th Percentile Speed: 44 41
10 MPH Pace (Minimum): 32 32
Percent in Pace: 72 82
Mid-Block Collision Rate Per Million Vehicle Miles: 0.58 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 25,483
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Rivergrade, Stewart, & Baldwin Park Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.55
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
45 A portion of the segment is a 5-Lane Divided
PART IV: Additional Remarks
Posted Speed Limit 45 45
37 Combined
43 32
77 5/26/2021

WestboundEastbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 20Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Los Angeles St.

Segment: West City Limit to Center St
Segment #: 21
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 8
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 38 36
Eastbound Westbound
5/27/2021
85th Percentile Speed: 44 40
10 MPH Pace (Minimum): 33 32
Percent in Pace: 65 78
Mid-Block Collision Rate Per Million Vehicle Miles: 1.04 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 19,604
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Littlejohn, Hornbrook, & Center Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential/Commercial
40 A portion is 4-Lane Divided
PART IV: Additional Remarks
Posted Speed Limit 40 40
37 Combined
43 33
70 5/27/2021

WestboundEastbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 21Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Los Angeles St.

Segment: Center St to Maine Ave
Segment #: 22
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 30
Mid-Block Collisions: 16
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 34 35
Eastbound Westbound
5/27/2021
85th Percentile Speed: 39 38
10 MPH Pace (Minimum): 28 30
Percent in Pace: 76 84
Mid-Block Collision Rate Per Million Vehicle Miles: 1.02 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 14,269
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Center, Walnut, Merced, Bressee, Stewart, La Rica, Baldwin Park, and Maine
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 1
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 40 PART IV: Additional Remarks
Posted Speed Limit 40 40
35 Combined
39 29
79 5/27/2021

WestboundEastbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 22Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Los Angeles St.

Segment: Maine Ave to East City Limit
Segment #: 23
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 37 35
Eastbound Westbound
5/27/2021
85th Percentile Speed: 41 40
10 MPH Pace (Minimum): 33 31
Percent in Pace: 72 75
Mid-Block Collision Rate Per Million Vehicle Miles: 0.77 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 9,066
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Los Angeles. Stop control at Phelan Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.39
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 40 PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
41 32
71 5/27/2021

WestboundEastbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 23Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Arrow Hwy to Olive St
Segment #: 24
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 33 34
Northbound Southbound
5/25/2021
85th Percentile Speed: 36 39
10 MPH Pace (Minimum): 29 29
Percent in Pace: 80 64
Mid-Block Collision Rate Per Million Vehicle Miles: 1.17 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 7,966
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Arrow & Olive.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.49
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
38 29
72 5/25/2021

SouthboundNorthbound

No
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 24Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Olive St to Los Angeles St.

Segment #: 25
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 4
Mid-Block Collisions: 9
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 29 29
Northbound Southbound
5/25/2021
85th Percentile Speed: 33 33
10 MPH Pace (Minimum): 25 25
Percent in Pace: 89 89
Mid-Block Collision Rate Per Million Vehicle Miles: 1.48 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 11,302
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Olive, Ohio/Hallwood, & Los Angeles Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.49
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
29 Combined
33 25
89 5/25/2021

SouthboundNorthbound

No
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 25Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Los Angeles St. to Ramona Blvd
Segment #: 26
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 12
Mid-Block Collisions: 15
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 29 28
Northbound Southbound
5/25/2021
85th Percentile Speed: 33 31
10 MPH Pace (Minimum): 26 24
Percent in Pace: 85 89
Mid-Block Collision Rate Per Million Vehicle Miles: 2.57 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 14,824
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Los Angeles, Clark, Palmrose, Park Plaza, & Ramona Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
28 Combined
32 25
84 5/25/2021

SouthboundNorthbound

No
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 26Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Pacific Ave to Merced Ave.

Segment #: 27
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 11
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 34 33
Northbound Southbound
5/25/2021
85th Percentile Speed: 37 38
10 MPH Pace (Minimum): 28 28
Percent in Pace: 80 64
Mid-Block Collision Rate Per Million Vehicle Miles: 1.76 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 3,564
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Pacific. Stop Control at Merced,& La Rica/Macdevitt Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.73
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
38 28
72 5/25/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 27Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Merced Ave. to Francisquito Ave.

Segment #: 28
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 6
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 32 33
Northbound Southbound
5/25/2021
85th Percentile Speed: 36 38
10 MPH Pace (Minimum): 27 30
Percent in Pace: 78 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.42 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 5,663
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Merced & Francisquito. Stop Control at Foster Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.68
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/School Residential
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
32 Combined
37 28
74 5/25/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 28Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Olive St to Los Angeles St
Segment #: 29
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 9
Mid-Block Collisions: 10
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 39 38
Northbound Southbound
6/1/2021
85th Percentile Speed: 45 44
10 MPH Pace (Minimum): 35 34
Percent in Pace: 59 60
Mid-Block Collision Rate Per Million Vehicle Miles: 5.15 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 3,544
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Los Angeles & Olive
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.5
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential
40 PART IV: Additional Remarks
Posted Speed Limit 35 35
39 Combined
45 33
59 6/1/2021

SouthboundNorthbound

No
No
A high number of residential driveways and high calculated collision rate of 5.15 justifies a reduction of 85th percentile by 5 MPH
Result INCREASED
B - 29Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Los Angeles St. to Ramona Blvd
Segment #: 30
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 1
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 33 33
Northbound Southbound
6/1/2021
85th Percentile Speed: 37 38
10 MPH Pace (Minimum): 28 27
Percent in Pace: 77 78
Mid-Block Collision Rate Per Million Vehicle Miles: 0.21 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 7,133
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Los Angeles and Ramona. Stop Control at Palm Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.6
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential Residential/School
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
37 27
77 6/1/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 30Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Ramona Blvd to Baldwin Park Blvd
Segment #: 31
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 33 33
Northbound Southbound
6/1/2021
85th Percentile Speed: 37 39
10 MPH Pace (Minimum): 29 27
Percent in Pace: 79 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.50 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 8,452
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Ramona & Baldwin Park
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
38 29
75 6/1/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 31Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Baldwin Park Blvd to Vineland Ave
Segment #: 32
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 21
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 31 29
Northbound Southbound
6/1/2021
85th Percentile Speed: 36 33
10 MPH Pace (Minimum): 27 24
Percent in Pace: 76 84
Mid-Block Collision Rate Per Million Vehicle Miles: 1.35 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 13,176
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Baldwin Park, Ahern, & Vineland. Stop Control at Maine.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential/Commerical/School 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
30 Combined
35 24
75 6/1/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 32Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Vineland Ave to Puente Ave
Segment #: 33
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 4
Mid-Block Collisions: 8
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 32 30
Northbound Southbound
6/1/2021
85th Percentile Speed: 36 36
10 MPH Pace (Minimum): 28 25
Percent in Pace: 83 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.76 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 12,216
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Vineland, Market Place, & Puente. Stop Control at Big Dalton.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.34
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
31 Combined
36 28
75 6/1/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 33Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Olive St
Segment: West City Limit to Baldwin Park Blvd
Segment #: 34
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 33 34
Eastbound Westbound
6/1/2021
85th Percentile Speed: 39 39
10 MPH Pace (Minimum): 28 29
Percent in Pace: 60 67
Mid-Block Collision Rate Per Million Vehicle Miles: 0.97 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 3,876
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Baldwin Park. Stop control at Stewart, Merced & and Center
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.73
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential/School
35 PART IV: Additional Remarks
Posted Speed Limit 30 30
34 Combined
39 29
63 6/1/2021

WestboundEastbound

No
No
Uncontrolled crosswalk and high calculated collision rate of 2.26 justifies reduction of 85th percentile speed by 5 MPH Result INCREASED
B - 34Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Olive St
Segment: Baldwin Park Blvd to East City Limit
Segment #: 35
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 11
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 33 35
Eastbound Westbound
6/1/2021
85th Percentile Speed: 40 42
10 MPH Pace (Minimum): 28 30
Percent in Pace: 64 64
Mid-Block Collision Rate Per Million Vehicle Miles: 1.16 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 7,065
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Olive and Azusa Canyon. Stop Control at Phelan Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 1.23
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 A portion of the segment is 2-Lane Un-divided
PART IV: Additional Remarks
Posted Speed Limit 30 30
34 Combined
41 30
63 6/1/2021

WestboundEastbound

No
No
Consistent with adjacent roadway segment justifies reduction of 85th percentile speed by 5 MPH Result INCREASED
B - 35Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Pacific Ave
Segment: Ramona Blvd to Big Dalton Ave
Segment #: 36
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 11
Mid-Block Collisions: 19
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 33 32
Northbound Southbound
5/27/2021
85th Percentile Speed: 37 38
10 MPH Pace (Minimum): 28 28
Percent in Pace: 84 78
Mid-Block Collision Rate Per Million Vehicle Miles: 2.25 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 17,905
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Downey, Big Dalton, & Vineland Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.43
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 Railaroad at segment
PART IV: Additional Remarks
Posted Speed Limit 40 40
33 Combined
37 28
81 5/27/2021

SouthboundNorthbound

No
Yes
A new lane configuration with bike lanes has reduced the 85 percentile speed. Justifies lowering posted speed by 5 MPH Result DECREASED
B - 36Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Pacific Ave
Segment: Big Dalton Ave to South City Limit
Segment #: 37
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 7
Mid-Block Collisions: 10
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 33 31
Northbound Southbound
5/27/2021
85th Percentile Speed: 37 35
10 MPH Pace (Minimum): 28 26
Percent in Pace: 81 85
Mid-Block Collision Rate Per Million Vehicle Miles: 1.36 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 18,588
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Big Dalton & Puente
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 PART IV: Additional Remarks
Posted Speed Limit 40 40
32 Combined
36 27
82 5/27/2021

SouthboundNorthbound

No
Yes
A new lane configuration with bike lanes has reduced the 85 percentile speed. Justifies lowering posted speed by 5 MPH Result DECREASED
B - 37Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Puente Ave.

Segment: South City Limit to Merced Ave.

Segment #: 38
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 12
Mid-Block Collisions: 23
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 37 36
Northbound Southbound
5/27/2021
85th Percentile Speed: 44 40
10 MPH Pace (Minimum): 33 31
Percent in Pace: 63 77
Mid-Block Collision Rate Per Million Vehicle Miles: 1.10 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 25,191
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Francisquito, Dalewood, & Merced Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.76
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 40 A portion of the segment is 4-Lane Un-Divided
PART IV: Additional Remarks
Posted Speed Limit 40 40
37 Combined
43 33
67 5/27/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 38Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Puente Ave.

Segment: Merced Ave. to Root St
Segment #: 39
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 20
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 37 37
Northbound Southbound
5/27/2021
85th Percentile Speed: 42 41
10 MPH Pace (Minimum): 32 32
Percent in Pace: 68 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.74 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 12,031
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Merced, Town Center, & Pacific. Stop control at Root.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.87
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 40 A portion of the segment is 4-Lane Divided
PART IV: Additional Remarks
Posted Speed Limit 40 40
37 Combined
42 32
71 5/27/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 39Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Puente Ave.

Segment: Root St to Ramona Blvd
Segment #: 40
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 5
Mid-Block Collisions: 6
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 30 30
Northbound Southbound
5/27/2021
85th Percentile Speed: 35 35
10 MPH Pace (Minimum): 26 26
Percent in Pace: 76 75
Mid-Block Collision Rate Per Million Vehicle Miles: 2.23 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 4,815
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Puente & Ramona.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.51
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/School/Commercial Residential/Commercial 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
30 Combined
35 26
75 5/27/2021

SouthboundNorthbound

No
No
Two (2) uncontrolled crosswalks justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 40Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: I-605 to Francisquito Ave.

Segment #: 41
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 9
Mid-Block Collisions: 13
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 36 36
Northbound Southbound
5/25/2021
85th Percentile Speed: 40 40
10 MPH Pace (Minimum): 31 31
Percent in Pace: 82 81
Mid-Block Collision Rate Per Million Vehicle Miles: 0.61 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 27,738
Lane Configuration: 4-Lane Divided
Traffic Controls: Two Signals at I-605. Signals at Syracuse/Schabarum, Barnes/Durbin, & Francisquito
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: Yes No
Length of Segment (Miles): 0.7
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial/Residential Commercial
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
40 31
81 5/25/2021

SouthboundNorthbound

Yes
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 41Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: Francisquito Ave. to Merced Ave.

Segment #: 42
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 18
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 37 36
Northbound Southbound
5/25/2021
85th Percentile Speed: 41 44
10 MPH Pace (Minimum): 32 34
Percent in Pace: 76 64
Mid-Block Collision Rate Per Million Vehicle Miles: 0.84 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 20,438
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Merced, Monterey, Foster, Earl, & Francisquito Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: Yes No
Length of Segment (Miles): 0.96
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 40 PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
43 33
69 5/25/2021

SouthboundNorthbound

Yes
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 42Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: Merced Ave. to Baldwin Park Blvd
Segment #: 43
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 11
Mid-Block Collisions: 12
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 35 35
Northbound Southbound
5/26/2021
85th Percentile Speed: 39 39
10 MPH Pace (Minimum): 31 30
Percent in Pace: 82 83
Mid-Block Collision Rate Per Million Vehicle Miles: 1.00 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 24,456
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Merced, Baldwin Park, La Rica & Stewart Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: No No
Length of Segment (Miles): 0.45
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 40 PART IV: Additional Remarks
Posted Speed Limit 40 40
35 Combined
39 30
82 5/26/2021

SouthboundNorthbound

Yes
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 43Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: Baldwin Park Blvd to Badillo St
Segment #: 44
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 18
Mid-Block Collisions: 12
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 28 28
Northbound Southbound
5/26/2021
85th Percentile Speed: 33 33
10 MPH Pace (Minimum): 23 24
Percent in Pace: 77 87
Mid-Block Collision Rate Per Million Vehicle Miles: 1.03 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 19,038
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Maine, Baldwin Park, Cesar Chavez, Bogart, Downing, & Badillo
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: No No
Length of Segment (Miles): 0.56
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: No No
Street Lighting: Yes Yes
Adjacent Land Use: Commercial/Residential Commercial
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
28 Combined
33 23
80 5/26/2021

SouthboundNorthbound

Yes
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 44Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: Badillo St to East City Limit
Segment #: 45
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 4
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 35 35
Northbound Southbound
5/26/2021
85th Percentile Speed: 42 41
10 MPH Pace (Minimum): 31 30
Percent in Pace: 63 72
Mid-Block Collision Rate Per Million Vehicle Miles: 1.17 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 5,576
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Badillo & Puente
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.42
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
35 Combined
42 31
67 5/26/2021

SouthboundNorthbound

Yes
No
Consistent with adjacent roadway segment justifies reduction of 85th by 5 MPH Result JUSTIFIED
B - 45Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Rivergrade Rd
Segment: Brooks Dr to Live Oak Ave
Segment #: 46
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 0
Mid-Block Collisions: 1
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 43 44
Northbound Southbound
5/26/2021
85th Percentile Speed: 51 49
10 MPH Pace (Minimum): 37 36
Percent in Pace: 55 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.12 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 10,542
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Brooks & Live Oak
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: No No
Length of Segment (Miles): 0.74
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: No No
Driveways: Yes No
Street Lighting: Yes Yes
Adjacent Land Use: Commercial San Gabriel River
45 PART IV: Additional Remarks
Posted Speed Limit 45 45
44 Combined
51 37
56 5/26/2021

SouthboundNorthbound

Yes
No
Segment is within a business district justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 46Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Root St
Segment: Puente St to East City Limit
Segment #: 47
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 36 36
Eastbound Westbound
5/27/2021
85th Percentile Speed: 40 41
10 MPH Pace (Minimum): 31 32
Percent in Pace: 86 77
Mid-Block Collision Rate Per Million Vehicle Miles: 1.35 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 6,146
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Stop Control at Puente
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.33
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
41 32
81 5/27/2021

WestboundEastbound

No
No
Existing limit supported by 85th percentile
Result NO CHANGE
B - 47Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Stewart Ave
Segment: Live Oak Ave to Olive St
Segment #: 48
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 5
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 30 33
Northbound Southbound
6/3/2021
85th Percentile Speed: 35 38
10 MPH Pace (Minimum): 25 29
Percent in Pace: 71 61
Mid-Block Collision Rate Per Million Vehicle Miles: 1.92 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 3,971
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Live Oak. Stop Control at Olive Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
31 Combined
37 28
61 6/3/2021

SouthboundNorthbound

No
No
Poor driveway visibility justfies reduction from 85th percentile by 5 MPH Result JUSTIFIED
B - 48Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Stewart Ave
Segment: Olive St to Los Angeles St
Segment #: 49
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 28 28
Northbound Southbound
6/3/2021
85th Percentile Speed: 32 35
10 MPH Pace (Minimum): 23 22
Percent in Pace: 75 61
Mid-Block Collision Rate Per Million Vehicle Miles: 3.38 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 2,254
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Los Angeles. Stop Control at Olive Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential
30 PART IV: Additional Remarks
Posted Speed Limit 30 30
28 Combined
34 22
67 6/3/2021

SouthboundNorthbound

No
No
Poor driveway visibility justfies reduction from 85th percentile by 5 MPH Result JUSTIFIED
B - 49Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Stewart Ave
Segment: Los Angeles St to Ramona Blvd
Segment #: 50
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 28 28
Northbound Southbound
6/3/2021
85th Percentile Speed: 33 32
10 MPH Pace (Minimum): 25 24
Percent in Pace: 69 78
Mid-Block Collision Rate Per Million Vehicle Miles: 3.12 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 2,255
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Los Angles & Ramona. Stop Control at Palm Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.52
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential
30 PART IV: Additional Remarks
Posted Speed Limit 30 30
28 Combined
33 24
73 6/3/2021

SouthboundNorthbound

No
No
Existing limit supported by 85th percentile
Result NO CHANGE
B - 50Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Syracuse Ave
Segment: Bess Ave to Ramona Blvd
Segment #: 51
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 6
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 28 29
Northbound Southbound
6/2/2021
85th Percentile Speed: 34 37
10 MPH Pace (Minimum): 25 24
Percent in Pace: 73 66
Mid-Block Collision Rate Per Million Vehicle Miles: 2.99 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,745
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Ramona. Stop Control at Bess Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.49
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
29 Combined
35 25
69 6/2/2021

SouthboundNorthbound

No
No
Two (2) uncontrolled crosswalks justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 51Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Vineland Ave
Segment: South City Limit to Merced Ave.

Segment #: 52
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 12
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 35 35
Northbound Southbound
6/1/2021
85th Percentile Speed: 40 39
10 MPH Pace (Minimum): 30 31
Percent in Pace: 71 74
Mid-Block Collision Rate Per Million Vehicle Miles: 2.06 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 5,858
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Francisquito & Merced. Stop Control at Garvey Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.91
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/Commercial Residential/Commercial 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
35 Combined
39 30
72 6/1/2021

SouthboundNorthbound

No
No
Uncontrolled crosswalk justifies reduction of 85th percentile by 5 MPH Result INCREASED
B - 52Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Vineland Ave
Segment: Merced Ave. to Pacific Ave
Segment #: 53
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 1
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 34 33
Northbound Southbound
6/1/2021
85th Percentile Speed: 38 37
10 MPH Pace (Minimum): 28 28
Percent in Pace: 78 77
Mid-Block Collision Rate Per Million Vehicle Miles: 1.48 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 4,609
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Merced & Pacific
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.67
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/Commercial Residential/Commercial 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
33 Combined
37 28
78 6/1/2021

SouthboundNorthbound

No
No
Uncontrolled crosswalk justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 53Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Vineland Ave
Segment: Pacific Ave to Badillo 5t
Segment #: 54
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 31 30
Northbound Southbound
6/3/2021
85th Percentile Speed: 37 35
10 MPH Pace (Minimum): 28 25
Percent in Pace: 66 74
Mid-Block Collision Rate Per Million Vehicle Miles: 4.42 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,524
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Pacific. Stop Control at Badillo Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.41
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential Residential
30 PART IV: Additional Remarks
Posted Speed Limit 30 30
30 Combined
36 27
67 6/3/2021

SouthboundNorthbound

No
No
Uncontrolled crosswalk justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 54Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Bogart Ave
Segment: Pacific Ave to Ramona Blvd
Segment #: 55
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 2
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/9/2021
50th Percentile Speed: 25 25
Northbound Southbound
6/9/2021
85th Percentile Speed: 34 30
10 MPH Pace (Minimum): 21 20
Percent in Pace: 64 76
Mid-Block Collision Rate Per Million Vehicle Miles: 7.60 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/9/2021
Average Daily Traffic (ADT): 1,202
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Bogart. Stop Control at Pacific Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.2
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Metrolink/Commercial Commercial
25 PART IV: Additional Remarks
Posted Speed Limit Not Posted Not Posted
25 Combined
31 20
70 6/9/2021

SouthboundNorthbound

No
No
Uncontrolled crosswalk and segment is within a business district justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 55Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Downing Ave
Segment: Pacific Ave to Ramona Blvd
Segment #: 56
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 7
Mid-Block Collisions: 2
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 27 25
Northbound Southbound
6/3/2021
85th Percentile Speed: 35 33
10 MPH Pace (Minimum): 22 20
Percent in Pace: 55 59
Mid-Block Collision Rate Per Million Vehicle Miles: 4.65 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/9/2021
Average Daily Traffic (ADT): 1,571
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Ramona & Pacific
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.25
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes No
Street Lighting: Yes No
Adjacent Land Use: Residential Metrolink
25 Bus Route
PART IV: Additional Remarks
Posted Speed Limit Not Posted Not Posted
26 Combined
34 20
57 6/3/2021

SouthboundNorthbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352 (b)(1) Result JUSTIFIED
B - 56Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Frazier St/Dalewood St
Segment: Judith St to Baldwin Park Blvd
Segment #: 57
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 27 28
Eastbound Westbound
6/3/2021
85th Percentile Speed: 32 32
10 MPH Pace (Minimum): 22 24
Percent in Pace: 79 86
Mid-Block Collision Rate Per Million Vehicle Miles: 1.20 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/9/2021
Average Daily Traffic (ADT): 5,983
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Dalewood & Judith
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: No No
Length of Segment (Miles): 0.51
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/Commercial I-10/Commercial 25 PART IV: Additional Remarks
Posted Speed Limit Not Posted Not Posted
28 Combined
32 22
80 6/3/2021

WestboundEastbound

No
No
Segment is within a business district justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 57Prepared by: Infrastructure Engineers.

Engineering and Traffic Survey
(CVC Section 627)
Street: Garvey Ave
Segment: Syracuse Ave to Tracy St
Segment #: 58
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 4
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 26 25
Eastbound Westbound
6/3/2021
85th Percentile Speed: 33 30
10 MPH Pace (Minimum): 21 21
Percent in Pace: 72 79
Mid-Block Collision Rate Per Million Vehicle Miles: 1.32 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/9/2021
Average Daily Traffic (ADT): 2,380
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop control at Tracy, Frazier, & Bess Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 1.16
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial/I-10 Residential/Commercial 25 On-street parking allowed from Fairgrove to Tracy.

PART IV: Additional Remarks
Posted Speed Limit Not Posted Not Posted
26 Combined
31 21
75 6/3/2021

WestboundEastbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352 (b)(1) Result JUSTIFIED
B - 58Prepared by: Infrastructure Engineers.

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

C

Appendix “C”
Collision Data

SWITRS Intersection versus Mid-Block Summary6/17/2021
Collisions Reported Between 4/24/2018 and 4/24/2021Based on information reported by the State Wide Integrated Traffic Reporting System.Report Printed on:City of Baldwin ParkIntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotal100TH ST and BRESEE AV1111100TH ST and OLIVE ST1101ADOUE PL and ADOUE PL1101AHERN DR and EDISON POLE 215959E1111AHERN DR and MERCED AV2221AHERN DR and MOSSBERG ST1111ALDERSON AV and CLARK ST1101AMAR RD and FRAZIER ST1111ARROW HWY and AZUSA CANYON RD1101ARROW HWY and HEINTZ ST1111ATHOL ST and BESS AV21121ATHOL ST and COSBEY AV1111ATHOL ST and EDISON P0LE1111ATHOL ST and EGIL AV1101ATHOL ST and FORTIN ST1111ATHOL ST and FRANCISQUITO AV21111ATHOL ST and FRAZIER ST1111AZUSA CANYON RD and ARROW HWY1111AZUSA CANYON RD and EDISON POLE 1942420E1111BADILLO ST and BADILLO ST32111BADILLO ST and EDISON POLE 1470350E1101BADILLO ST and PUENTE AV521241BADILLO ST and RAMONA BL21111BADILLO ST and VINELAND AV21111BALDWIN ALY and RAMONA BL1111BALDWIN PARK BL and BALDWIN PARK BL31211BALDWIN PARK BL and BESS AV852161BALDWIN PARK BL and BRESEE AV1101BALDWIN PARK BL and CLARK ST51411BALDWIN PARK BL and DALEWOOD ST1117341BALDWIN PARK BL and EDISON POLE 1739553E1111BALDWIN PARK BL and EDISON POLE 1739561E1111BALDWIN PARK BL and EDISON POLE 1739563E1111BALDWIN PARK BL and EDISON POLE 4167801E1111BALDWIN PARK BL and EDISON POLE 4458805E1111BALDWIN PARK BL and EDISON POLE 64125Y1111BALDWIN PARK BL and EDISON POLE E62603Y1111 Page 1 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalBALDWIN PARK BL and EDISON POLE E6262341111BALDWIN PARK BL and EDISON POLE E64145Y1111BALDWIN PARK BL and EDISON POLE E64152Y1111BALDWIN PARK BL and FORTIN ST1035251BALDWIN PARK BL and FRANCISQUITO AV723241BALDWIN PARK BL and GARVEY AV1111BALDWIN PARK BL and JOANBRIDGE ST1111BALDWIN PARK BL and KENMORE AV311121BALDWIN PARK BL and LA RICA AV522131BALDWIN PARK BL and LOS ANGELES ST1027131BALDWIN PARK BL and MERCED AV31221BALDWIN PARK BL and MONTEREY AV1111BALDWIN PARK BL and OHIO ST1101BALDWIN PARK BL and OLIVE ST86221BALDWIN PARK BL and PARK SHADOW CT1111BALDWIN PARK BL and RAMONA BL115651BALDWIN PARK BL and REXWOOD AV1111BALDWIN PARK BL and ROCHENBACH ST1111BALDWIN PARK BL and SHADYLAWN PL1111BALDWIN PARK BL and STERLING WY2221BALDWIN PARK BL and STEWART AV421131BALDWIN PARK BL and TRACY ST183411141BALDWIN PARK TOWNE CTR and GARVEY AV1111BARNES AV and DUTHIE ST1101BARNES AV and FAIRGROVE ST1111BARNES AV and RAMONA BL2221BARNES AV and WALTHAM ST21111BENBOW ST and BRESEE AV1111BENHAM AV and BENHAM AV1101BESS AV and ATHOL ST411231BESS AV and BARNES AV21121BESS AV and BESS AV1101BESS AV and FRAZIER ST1101BESS AV and GARVEY AV21111BESS AV and JUDITH ST21111BESS AV and LEORITA ST3331BESS AV and MANGUM ST4441BESS AV and SYRACUSE AV2221BIG DALTON AV and BIG DALTON AV3301BIG DALTON AV and CHANNING ST31221BIG DALTON AV and CORAK ST1111BIG DALTON AV and EDISON POLE 1739146E1111BIG DALTON AV and EDISON POLE 4447156E1111BIG DALTON AV and MERCED AV311131 Page 2 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalBIG DALTON AV and PACIFIC AV1111BIG DALTON AV and POLE 1559280E1111BIG DALTON AV and SIERRA WY21121BLEECKER ST and JOANBRIDGE ST1111BLEECKER ST and MASLINE ST1111BLEECKER ST and NUBIA ST32131BLENHEIM ST and PATRITTI AV1111BOGART AV and BOGART AV1101BOGART AV and CHILCOT ST1111BOGART AV and CLARK ST1111BOGART AV and LOS ANGELES ST1111BOGART AV and PACIFIC AV21121BOREL ST and NUBIA ST1111BRESEE AV and BENBOW ST1111BRESEE AV and DUNIA ST1111BRESEE AV and EDISON POLE 916923E1111BRESEE AV and ILLINOIS ST1111BRESEE AV and LOS ANGELES ST21111BRESEE AV and MASLINE ST1111BRESEE AV and OLIVE ST1111BRESEE AV and PALM AV1111CALIFORNIA AV and MAINE AV1111CAVETTE PL and BOGART AV1111CENTER ST and BELGATE ST1101CENTER ST and DUNIA ST1101CENTER ST and ELWYN DR1111CENTER ST and LOS ANGELES ST21121CENTER ST and OLIVE ST1111CENTER ST and VALLE VISTA AV1111CENTRAL AV and MILLBURY AV1101CHANNING ST and MILLBURY AV1101CLARK ST and ALDERSON AV1101CLARK ST and ALTA LAKE AV1111CLARK ST and BALDWIN PARK BL1101CLARK ST and BOGART AV1101CLARK ST and CLARK ST1111CLARK ST and DOWNING AV21121CLARK ST and EDISON POLE 200585CG1111CLARK ST and MAINE AV421131CLARK ST and MAUPIN AV32121CLARK ST and PARK SHADOW CT1111CLEARCREST DR and NUBIA ST1111CLEARY DR and PUENTE AV1111CLEARY DR and ROOT ST1101 Page 3 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalCLOVERLEAF DR and PEREZ PL1111CLYDEWOOD ST and BIG DALTON AV1111COMMERCE DR and RIVERGRADE RD1111CORAK ST and ATHOL ST1111CORAK ST and MAINE AV1111COSBEY AV and WACO ST1111DALEWOOD ST and BALDWIN PARK BL1111DALEWOOD ST and EDISON POLE 2218983E1111DALEWOOD ST and EDISON POLE 4647575E21121DALEWOOD ST and EDISON POLE 4821744E1111DALEWOOD ST and FRANCISQUITO AV512231DALEWOOD ST and GARDEN VIEW LN21111DALEWOOD ST and HAMBURGER LN4401DALEWOOD ST and i-101101DALEWOOD ST and LEORITA ST1111DALEWOOD ST and MAINE AV32111DALEWOOD ST and MERCED AV1111DALEWOOD ST and POLE 2218983E1111DALEWOOD ST and PUENTE AV21121DALEWOOD ST and WHITESELL ST1101DART ST and FRAZIER ST1111DEXTER ST and BIG DALTON AV1101DOWNING AV and CHEVALIER AV1111DOWNING AV and PACIFIC AV1111DUTCH ST and MAYLAND AV1111EARL AV and FRAZIER ST1111EDRA AV and EDRA AV1101EGIL AV and MANGUM ST21111ELIZABETH ST and EDISON POLE 1384619E1111ELTON ST and EDISON POLE E2015341111ELTON ST and NUBIA ST21111ELTON ST and OLIVE ST1111EMERY AV and FRAZIER ST1111FAIRGROVE ST and BARNES AV21111FAIRGROVE ST and EDISON POLE 1528287E1111FILHURST AV and LOS ANGELES ST1111FORTIN ST and ATHOL ST1101FORTIN ST and BALDWIN PARK BL21111FORTIN ST and EDISON POLE 241115E1111FORTIN ST and EDISON POLE 26551E1111FORTIN ST and FRAZIER ST2221FORTIN ST and RAMONA BL1101FORTIN ST and SPARLAND ST1111FORTIN ST and VINELAND AV1111 Page 4 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalFRANCISONITO AV and PUENTE AV1111FRANCISQUINO AV and GARVEY AV1111FRANCISQUITO AV and ATHOL ST75221FRANCISQUITO AV and BALDWIN PARK BL1455491FRANCISQUITO AV and BIG DALTON AV412121FRANCISQUITO AV and COSBEY AV21121FRANCISQUITO AV and DALEWOOD ST7131241FRANCISQUITO AV and EDISON POLE1111FRANCISQUITO AV and EDISON POLE 4636311E1111FRANCISQUITO AV and EDISON POLE 1196803E1111FRANCISQUITO AV and EDISON POLE 1739044 E1111FRANCISQUITO AV and EDISON POLE 1740318E1111FRANCISQUITO AV and EDISON POLE 2132109E1111FRANCISQUITO AV and FRANCISQUITO AV411231FRANCISQUITO AV and FRAZIER ST54111FRANCISQUITO AV and GARVEY AV1438361FRANCISQUITO AV and i-101101FRANCISQUITO AV and MAINE AV1119121FRANCISQUITO AV and PADDY LN2221FRANCISQUITO AV and PUENTE AV1014561FRANCISQUITO AV and RAMONA BL51441FRANCISQUITO AV and REMEY AV21111FRANCISQUITO AV and ROBINETTE AV32121FRANCISQUITO AV and SIESTA AV1111FRANCISQUITO AV and VAN WIG AV31211FRANCISQUITO AV and VINELAND AV1226461FRAZIER ST and AMAR RD1111FRAZIER ST and ATHOL ST1101FRAZIER ST and BESS AV21121FRAZIER ST and DART ST31221FRAZIER ST and EARL AV1111FRAZIER ST and EDISON POLE 705734E1111FRAZIER ST and EDISON POLE 1505230E1111FRAZIER ST and EDISON POLE 156591111FRAZIER ST and FAIRGROVE ST3301FRAZIER ST and FORTIN ST2221FRAZIER ST and FRANCISQUITO AV513121FRAZIER ST and FRAZIER ST32111FRAZIER ST and GARVEY AV21121FRAZIER ST and JUDITH ST1101FRAZIER ST and LEDFORD ST1101FRAZIER ST and MONTEREY AV21121FRAZIER ST and TORCH ST1111FRAZIER ST and TRACY ST1101 Page 5 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalFRAZIER ST and WACO ST1101GARVEY AV and BESS AV1111GARVEY AV and CORAK ST43131GARVEY AV and EDISON P0LE1111GARVEY AV and EDISON POLE1111GARVEY AV and FAIRGROVE ST1111GARVEY AV and FRANCISQUITO AV21121GARVEY AV and GARDEN VIEW LN1111GARVEY AV and i-102221GARVEY AV and POLE 669306E1111GARVEY AV and POLE E14808Y1111GARVEY AV and PUENTE AV13121121GARVEY AV and SYRACUSE AV1111GARVEY AV and TRACY ST1111GARVEY AV and VINELAND AV513121GARVEY AV and WACO ST2201GAYHURST AV and LIGHT POLE 4422285E1111GRACE AV and FRAZIER ST1111GRACE AV and MORGAN ST1111HALINOR AV and WALNUT CREEK PKWY1111HAMBURGER LN and DALEWOOD ST2221HAMBURGER LN and VIRGINIA AV311121HARLAN AV and HORNBROOK AV1111HARLAN AV and LOS ANGELES ST1111HARLAN AV and LUBICAN ST21111HARLAN AV and MORGAN ST1111HEINTZ ST and ARROW HWY1111HEINTZ ST and CRAGMONT ST1111HOLLY AV and PACIFIC AV1111HORNBROOK AV and LOS ANGELES ST21121i-10 and BALDWIN PARK BL1101I-605 and RAMONA BL1111JAMES PL and JAMES PL1101JEANETTE LN and MERCED AV1111JEREMIE ST and VINELAND AV1111JERRY AV and DUNIA ST1111JERRY AV and LOS ANGELES ST1111JERRY AV and PALM AV1101JOANBRIDGE ST and BLEECKER ST1111JOANBRIDGE ST and EDISON POLE 477596661111JOANBRIDGE ST and LIGHT POLE 4776775E1111JOANBRIDGE ST and WIMMER AV1111JUDITH ST and FRAZIER ST1111JUDITH ST and LEORITA ST1111 Page 6 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalKENOAK DR and SHARONS WY1111LA RICA AV and BALDWIN PARK BL1111LA RICA AV and BROOKPORT ST1111LA RICA AV and DAMONA BL1111LA RICA AV and EDISON POLE 1343424E1111LA RICA AV and LA RICA AV1101LA RICA AV and PALM AV2221LA RICA AV and RAMONA BL21111LANDIS AV and CAVELL PL1111LANDIS AV and OHIO ST21111LANDIS AV and SCHOOL ST21111LEDFORD ST and NOLINA AV1111LEORITA ST and DALEWOOD ST1111LITTLEJOHN ST and BROOKS DR1111LIVE OAK AV and BALDWIN PARK BL3331LIVE OAK AV and COMMERCE DR3331LIVE OAK AV and EDISON P0LE1111LIVE OAK AV and EDISON POLE 1942249E1111LIVE OAK AV and EDISON POLE 4441156E1111LIVE OAK AV and RIVERGRADE RD1111LIVE OAK AV and STEWART AV512231LOS ANGELES ST and BALDWIN PARK BL1027131LOS ANGELES ST and BOGART AV2201LOS ANGELES ST and BRESEE AV521231LOS ANGELES ST and CENTER ST6601LOS ANGELES ST and EDISON POLE 1567276E1111LOS ANGELES ST and EDISON POLE 1567288E1111LOS ANGELES ST and EDISON POLE 156728E1111LOS ANGELES ST and EDISON POLE 1567319E1111LOS ANGELES ST and EDISON POLE 483109E1111LOS ANGELES ST and EDISON POLE 6460741111LOS ANGELES ST and EDISON POLE 694104E1111LOS ANGELES ST and EDISON POLE E74480Y1111LOS ANGELES ST and FILHURST AV1111LOS ANGELES ST and HARLAN AV3331LOS ANGELES ST and HORNBROOK AV2201LOS ANGELES ST and I-6051101LOS ANGELES ST and LA RICA AV21111LOS ANGELES ST and LANDIS AV1111LOS ANGELES ST and LITTLEJOHN ST32121LOS ANGELES ST and LOS ANGELES ST1111LOS ANGELES ST and MAINE AV1026241LOS ANGELES ST and MERCED AV118331LOS ANGELES ST and PHELAN AV43111 Page 7 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalLOS ANGELES ST and POLE 1567276E1111LOS ANGELES ST and STEWART AV622241LOS ANGELES ST and WALNUT ST2201MAINE AV and ADOUE PL54111MAINE AV and BALDWIN PARK BL2221MAINE AV and CAVETTE PL1111MAINE AV and CLARK ST1329242MAINE AV and DURNESS ST311122MAINE AV and EARL AV1102MAINE AV and EDISON POLE 138825SE1112MAINE AV and EDISON POLE 1636398E1112MAINE AV and EDISON POLE 16364941112MAINE AV and EDISON POLE 1681901E1112MAINE AV and EDISON POLE 168192AE1112MAINE AV and EDISON POLE 168192E1112MAINE AV and EDISON POLE E1064441112MAINE AV and EDISON POLE E1065541112MAINE AV and ESTELLA ST21112MAINE AV and FRANCISQUITO AV1102MAINE AV and HALLWOOD DR311122MAINE AV and HAVENBROOK ST1112MAINE AV and JOANBRIDGE ST21112MAINE AV and LA RICA AV1102MAINE AV and LOS ANGELES ST521242MAINE AV and MACDEVITT ST1112MAINE AV and MAINE AV21122MAINE AV and MERCED AV614122MAINE AV and OHIO ST1112MAINE AV and OLIVE ST724132MAINE AV and PACIFIC AV1102MAINE AV and PALM AV2222MAINE AV and PALMROSE ST42222MAINE AV and PARK PL3302MAINE AV and PARK PLAZA DR1112MAINE AV and RAMONA BL65162MAINE AV and REXWOOD AV32132MAINE AV and SCHOOL ST1102MAINE AV and SCOTT PL21122MAINE AV and STERLING WY21112MANGUM ST and EMERY AV1112MANGUM ST and FAIRGROVE ST1102MANGUM ST and WACO ST1112MARKETPLACE DR and LIGHT POLE 12AB1112MARKETPLACE DR and MERCED AV1102 Page 8 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalMASLINE ST and JERRY AV1112MAUPIN AV and LOS ANGELES ST2222MERAMEC AV and BALDWIN PARK BL1112MERCED AV and AHERN DR2222MERCED AV and BALDWIN PARK BL3332MERCED AV and BIG DALTON AV62422MERCED AV and EDISON POLE 1412732E1112MERCED AV and EDISON POLE 1739171E1112MERCED AV and EDISON POLE 612247E1112MERCED AV and ELWYN DR1102MERCED AV and FRAZIER ST1112MERCED AV and i-101112MERCED AV and ILLINOIS ST21122MERCED AV and LOS ANGELES ST641152MERCED AV and LUBICAN ST1102MERCED AV and MAINE AV51412MERCED AV and MARKETPLACE DR6602MERCED AV and MILLBURY AV1112MERCED AV and OHIO ST52352MERCED AV and PUENTE AV51442MERCED AV and RAMONA BL31222MERCED AV and SUSQUEHANNA AV1102MERCED AV and VINELAND AV1211112MERCEP AV and BIG DALTON AV1112MILLBURY AV and MERCED AV1112MILLBURY AV and STOCKDALE ST21112MORGAN ST and AQUATIC CTR1102MORGAN ST and BALDWIN PARK BL1112NOLINA AV and EMERY AV1112NORCO AV and BENBOW ST1112NUBIA ST and ANNISTON AV1102NUBIA ST and BALDWIN PARK BL1112NUBIA ST and BLEECKER ST1112NUBIA ST and BOREL ST1112NUBIA ST and BRESEE AV1112NUBIA ST and CALMVIEW AV1112NUBIA ST and FORTIN ST1102NUBIA ST and LANDIS AV1112OHIO ST and LA RICA AV1112OHIO ST and LAURENS AV1102OHIO ST and MAINE AV1112OLIVE ST and BALDWIN PARK BL42222OLIVE ST and BLEECKER ST21112OLIVE ST and BOGART AV1112 Page 9 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalOLIVE ST and EDISON POLE 1416886E1112OLIVE ST and EDISON POLE 2354502E1112OLIVE ST and EDISON POLE 41568897E1112OLIVE ST and JERRY AV1102OLIVE ST and LA RICA AV1112OLIVE ST and LANDIS AV1112OLIVE ST and LANDIS AV1112OLIVE ST and MAINE AV311122OLIVE ST and MARION AV1112OLIVE ST and MERCED AV1112OLIVE ST and OLIVE ST1102OLIVE ST and PHELAN AV21112OLIVE ST and STEWART AV2202OLIVE ST and VIA EL CAMINO1112OLIVE ST and WALNUT ST311122PACIFIC AV and AHERN DR1102PACIFIC AV and BIG DALTON AV512232PACIFIC AV and BOGART AV5111242PACIFIC AV and DOWNING AV632142PACIFIC AV and DUNDRY AV1112PACIFIC AV and MAINE AV632142PACIFIC AV and MAYLAND AV21112PACIFIC AV and PACIFIC AV1112PACIFIC AV and PUENTE AV1214782PACIFIC AV and STICHMAN AV1112PACIFIC AV and VINELAND AV933362PADDY LN and MACDEVITT ST21122PALM AV and CRICKET LN2222PALM AV and CUTLER AV1102PALM AV and EDISON POLE 4365661E1112PALM AV and MAINE AV21112PALM AV and MERCED AV311122PALMROSE ST and BOGART AV1112PALMROSE ST and MAINE AV1112PARK PL and MAINE AV1112PARK PL and RAMONA BL1112PATRITTI AV and BESS AV1112PATRITTI AV and BLENHEIM ST3332PATRITTI AV and EDISON POLE1112PATRITTI AV and FAIRGROVE ST1112PHELAN AV and CAVETTE PL1112PHELAN AV and DEMBLON ST1112PHELAN AV and EDISON POLE 1054016E1112PHELAN AV and ESTELLA ST54152 Page 10 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalPHELAN AV and LOS ANGELES ST1112PUENTE AV and BADILLO ST412122PUENTE AV and BALDWIN PARK TOWNE CTR311122PUENTE AV and CALINO AV3332PUENTE AV and CEDARMONT DR1112PUENTE AV and CEDARWOOD AV1112PUENTE AV and CENTRAL AV1102PUENTE AV and CHANNING ST412142PUENTE AV and CLYDEWOOD ST1112PUENTE AV and DALEWOOD ST7411162PUENTE AV and DEXTER ST21122PUENTE AV and DUTCH ST1112PUENTE AV and EDISON POLE 10742271112PUENTE AV and EDISON POLE 1255286E1112PUENTE AV and EDISON POLE 1343334E1112PUENTE AV and EDISON POLE 1739055E1112PUENTE AV and EDISON POLE 173911731112PUENTE AV and EDISON POLE 1814713E1112PUENTE AV and EDISON POLE 2127654E1112PUENTE AV and EDISON POLE 4570330E1112PUENTE AV and FRANCISQUITO AV1162392PUENTE AV and GARVEY AV32112PUENTE AV and HOWELLHURST DR1112PUENTE AV and LA SENA ST1112PUENTE AV and MACDEVITT ST1112PUENTE AV and MERCED AV1739582PUENTE AV and MILLBURY AV42222PUENTE AV and PACIFIC AV612342PUENTE AV and PUENTE AV31222PUENTE AV and RAMONA BL1112PUENTE AV and SIERRA WY2222PUENTE AV and WALNUT CREEK PKWY21122RALL AV and ROCKWAY DR1112RAMONA BL and AUCTION AV1112RAMONA BL and AZUSA CANYON RD1112RAMONA BL and BADILLO ST31212RAMONA BL and BALDWIN PARK BL943262RAMONA BL and BARNES AV3332RAMONA BL and BOGART AV2202RAMONA BL and BRESEE AV1112RAMONA BL and CENTER ST1112RAMONA BL and CESAR CHAVEZ DR31212RAMONA BL and CORAK ST411232RAMONA BL and DOWNING AV715122 Page 11 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalRAMONA BL and EARL AV421132RAMONA BL and EDISON POLE 1861318E1112RAMONA BL and EDISON POLE 1942949E1112RAMONA BL and EDISON POLE 4736136E1112RAMONA BL and ELTON ST1112RAMONA BL and FORTIN ST42222RAMONA BL and FRANCISQUITO AV43142RAMONA BL and GRACE AV2222RAMONA BL and HARLAN AV412122RAMONA BL and HORNBROOK AV1102RAMONA BL and I-6051216562RAMONA BL and I-605 S/B1112RAMONA BL and IDAHO AV1112RAMONA BL and KENMORE AV1112RAMONA BL and LA PUENTE AV1112RAMONA BL and LA RICA AV814342RAMONA BL and LOZANO DR1102RAMONA BL and MAINE AV925242RAMONA BL and MERCED AV8214142RAMONA BL and MERCES AV1102RAMONA BL and MONTEREY AV4442RAMONA BL and PACIFIC AV21112RAMONA BL and PARK PL21112RAMONA BL and PLENTY ST1112RAMONA BL and PUENTE AV3302RAMONA BL and RAMONA BL31212RAMONA BL and RT 1051112RAMONA BL and STERLING WY1102RAMONA BL and STEWART AV411232RAMONA BL and SUMMER LN1112RAMONA BL and SYRACUSE AV522132REXWOOD AV and RALL AV1112RIVERGRADE RD and LIVE OAK AV1112ROBINETTE AV and WACO ST1112ROCHENBACH ST and BALDWIN PARK BL1102ROCHENBACH ST and STEWART AV1112ROCKWAY DR and VINELAND AV1112ROOT ST and CLEARY DR1112ROOT ST and WILLOW AV31222SAINT JAMES CIR and BARNES AV1102SAINT JAMES CIR and GRACE AV1102SAN GABRIEL RIVER PKWY and CLEO ST1102SAN GABRIEL RIVER PKWY and WACO ST1112SANDSTONE ST and CUTLER AV1112 Page 12 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalSCOTT PL and MAINE AV1102SIERRA WY and PUENTE AV1112STANCROFT AV and OLIVE ST1112STERLING WY and EDISON POLE 18577581112STERLING WY and MAINE AV1112STERLING WY and STERLING WY1102STEWART AV and BELLBROOK ST1112STEWART AV and CLARK ST1112STEWART AV and CLEARCREST DR1112STEWART AV and EDISON POLE 1146464E1112STEWART AV and EDISON POLE 1384646E1112STEWART AV and LIVE OAK AV1112STEWART AV and LOS ANGELES ST1112STEWART AV and NUBIA ST1112STEWART AV and OLIVE ST21112STEWART AV and PALM AV1112STEWART AV and RAMONA BL42222STEWART AV and ROCHENBACH ST311122STEWART AV and STEWART AV1112SYRACUSE AV and CHELSFIELD ST1112SYRACUSE AV and GARVEY AV1112SYRACUSE AV and RAMONA BL31222SYRACUSE AV and ROYSTON ST1112SYRACUSE AV and SYRACUSE AV1112SYRACUSE AV and TORCH ST1112SYRACUSE AV and WALTHAM ST2222TELLURIDE DR and BIG DALTON AV1112TORCH ST and MARLINDA AV1112TORREY ST and TORREY ST1102TRACY ST and BALDWIN PARK BL81782TRACY ST and GARVEY AV1102TRACY ST and ROBINETTE AV1112VALLE VISTA AV and HARLAN AV1112VAN WIG AV and CHANNING ST21122VIA RANCHO and WACO ST1112VIENLAND AV and REXWOOD AV1112VINA AV and EDISON POLE1112VINELAND AV and BADILLO ST4442VINELAND AV and CHANNING ST31232VINELAND AV and CHEVALIER AV1112VINELAND AV and CLOVERLEAF DR1112VINELAND AV and DURNESS ST3332VINELAND AV and EDISON POLE 1505374E1112VINELAND AV and EDISON POLE 4427926E2222 Page 13 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalVINELAND AV and EDISON POLE E1669041112VINELAND AV and ELSTEAD ST32122VINELAND AV and FORTIN ST2222VINELAND AV and FRANCISQUITO AV311122VINELAND AV and JEREMIE ST1102VINELAND AV and MERCED AV412122VINELAND AV and PACIFIC AV21112VINELAND AV and RAMONA BL1112VINELAND AV and RATH ST1112VINELAND AV and REXWOOD AV32122VINELAND AV and ROCKWAY DR1112VINELAND AV and VINELAND AV2202VINELAND AV and WHITESELL ST32132VIRGINIA AV and EDISON POLE 1290554E1112VIRGINIA AV and FRONTIER POLE 1290552E1112VIRGINIA AV and HAMBURGER LN1112VIRGINIA AV and RAMONA BL1112VIRGINIA AV and WHITESELL ST1112WACO ST and ATHOL ST21112WACO ST and BARNES AV1112WACO ST and COSBEY AV1102WACO ST and MANGUM ST1112WALNUT CREEK PKWY and VALONA PL1102WALNUT ST and BENWOOD ST21122WALNUT ST and LOS ANGELES ST1112WALNUT ST and PALM AV1112WESTCOTT AV and FARNELL ST1112WESTCOTT AV and GARVEY AV1112WHITESELL ST and VINELAND AV3332WILLOW AV and CHETNEY DR1112WILLOW AV and ROOT ST1112 Page 14 of 14 City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

D

Appendix “D”
Existing and Proposed Radar Speed Zone Map

2 DATE:10/01/21
INFRASTRUCTUREENGINEERS3060 Saturn Street, Suite 250Brea, CA 92821Tel: (714) 940-0100Fax: (714) 940-0700www.infrastructure-engineers.comAPENDIX "D"EXISTING RADAR SPEED ZONE MAPDESIGNED BY:S.Nadalizadeh 1 INFRASTRUCTUREENGINEERS
LIVE OAK AVE.IRWINDALE HWY
OLIVE ST.

LOS ANGELES ST.

RAMONA BLVD. RAMONA BLVD.SYRACUSE AVE.

PUENTE AVE.BIG DALTON AVE.VINELAND AVE.

FRAZIER ST.

BALDWIN PARK BLVD.

MAINE AVE.

FRANCISQITO AVE.

BALDWIN PARK BLVD.

STEWART AVE.

CENTER ST.BADILLO ST.PUENTE AVE.

HARLAN ST.

GARVEY AVE.

MERCED AVE.

AZUSA CANYON RD.

MAINE AVE.LEGEND:

ROOT ST.

DALWOOD ST.

BESS AVE
PACIFIC AVE.

RIVERGRADERD.COMMERCE DR.

BOGART AVE.DOWNEY AVE.
2 DATE:10/01/21
INFRASTRUCTUREENGINEERS3060 Saturn Street, Suite 250Brea, CA 92821Tel: (714) 940-0100Fax: (714) 940-0700www.infrastructure-engineers.comAPENDIX "D"PROPOSED RADAR SPEED ZONE MAPDESIGNED BY:S.Nadalizadeh 2 INFRASTRUCTUREENGINEERS
LIVE OAK AVE.IRWINDALE HWY
OLIVE ST.

LOS ANGELES ST.

RAMONA BLVD. RAMONA BLVD.SYRACUSE AVE.

PUENTE AVE.BIG DALTON AVE.VINELAND AVE.

FRAZIER ST.

BALDWIN PARK BLVD.

MAINE AVE.

FRANCISQITO AVE.

BALDWIN PARK BLVD.

STEWART AVE.

CENTER ST.BADILLO ST.PUENTE AVE.

HARLAN ST.

GARVEY AVE.

MERCED AVE.

AZUSA CANYON RD.

MAINE AVE.LEGEND:

ROOT ST.

DALWOOD ST.

BESS AVE
PACIFIC AVE.

RIVERGRADERD.COMMERCE DR.

BOGART AVE.DOWNEY AVE.

STAFF REPORT
ITEM NO. ________6________
TO: Honorable Mayor and Members of the City Council
FROM: Sam Gutierrez, Director of Public Works
DATE: February 2, 2022
SUBJECT: Introduction and First Reading of Ordinance No. 1468 “An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 50 of the Baldwin Park Municipal Code and Enacting a New Section in Chapter 50 Establishing Mandatory Organic Waste Disposal Reduction Requirements Under Senate Bill (SB) 1383 Related to Short-Lived Climate Pollutants (SLCP)”

SUMMARY
Staff requests that the City Council introduce and read by title, Ordinance 1468, to amend chapter 50 of the Baldwin Park Municipal Code (BPMC) and add new chapter sections to establish mandatory organic waste disposal requirements under Senate Bill (SB) 1383 aimed at reducing emissions related to short- lived climate super pollutants. SB 1383 specifies a series of mandatory requirements for cities including requirements for all residential and commercial refuse customers to comply with an organic waste collection and recycling program. The proposed Ordinance No. 1468 addresses the SB 1383 requirements the City needs to develop its enforcement program. Additional requirements will be met as the programs are developed and implemented.

RECOMMENDATION
Staff recommends that the City Council introduce for first reading, by title only, Ordinance Number 1468 entitled: “An Ordinance of the City Council of the City of Baldwin Park, California, Amending Chapter 50 of the Baldwin Park Municipal Code and Enacting a New Section in Chapter 50 Establishing Mandatory Organic Waste Disposal Reduction Requirements Under Senate Bill (SB) 1383 Related to Short-Lived Climate Pollutants (SLCP)”; and direct staff to bring back for second reading and adoption at the next regularly scheduled City Council Meeting.

FISCAL IMPACT
There is no impact on the General Fund related to the consideration and adoption of Ordinance No. 1468. However, the proposed change in the BPMC is likely to increase educational and enforcement activity to meet the compliance and implementation requirements of SB 1383. This may include a pass- thru cost increase to all refuse customers. An in-depth fiscal impact analysis will be provided as the programs are developed and presented to the City Council for consideration.

BACKGROUND
According to CalRecycle, landfills are the third largest source of methane in California. Approximately 34 percent of landfill space is comprised of organic waste. Organic waste (organics) is defined as any material that is biodegradable and comes from either a plant or an animal. The decomposition of organic waste in landfills is a significant source of greenhouse gas emissions. Some examples of organic waste are food waste, green waste, landscape and pruning waste, garden and lawn clippings, nonhazardous wood waste, and food soiled paper that is mixed in with food waste. In fact, food waste alone accounts for approximately 17-18 percent of total landfill disposal.

Addressing the issue, the State enacted a Mandatory Commercial Recycling Law (AB 341), adopted in 2011 set forth the requirements of the statewide mandatory commercial recycling program. The law required all businesses that generated four cubic yards or more of commercial solid waste per week and all multifamily residential dwelling of five units or more shall arrange for recycling services.

On September 28, 2014, the State’s Mandatory Commercial Organics Recycling Law (AB1826) was passed. AB 1826 mandated that businesses generating at least eight (8) cubic yards per week of organic waste and multi-family residential dwellings (MF) that consist of five or more units and generating 8 cubic yards per week of organic waste arrange for organic waste recycling services. The law phased-in the mandatory recycling of commercial organics over several years, with an increase in the number of businesses required to comply each year, with full implementation realized in 2019. On April 4, 2018, the City of Baldwin Park adopted Ordinance 1406 and implemented a mandatory commercial organics recycling program in partnership with the City’s hauler Waste Management in order to meet the State's requirements.

On September 19, 2016, Senate Bill No. 1383 (SB 1383) was signed into law with additional mandates that build upon the requirements of AB 1826 and AB 341 to reduce organic waste disposal by 75% and increase edible food recovery by 20% by the year 2025. It is the most significant waste reduction mandate to be adopted in the State of California in the last 30 years and requires all jurisdictions to implement a mandatory organic recycling ordinance. This legislation requires all businesses, residents, and multifamily family apartments to have access to recycling programs that capture food scraps, and landscaping waste, among other organic waste materials. The goal of SB 1383 is to divert organic waste from landfills, thereby reducing methane emissions. On April 29, 2021, staff and CalRecycle presented an overview of SB 1383 and the City’s progress to meeting the new requirements to the City Council.

DISCUSSION
To comply with the requirements of SB 1383, jurisdictions throughout the state are required to adopt an enforcement mechanism or ordinance by January 2022. The purpose of the ordinance is to comply with the State’s mandate and, through education, redistribution, and recycling efforts, reduce potent pollutants such as landfill methane emissions which are major contributors to climate change.

Senate Bill 1383 mandates cities and counties to:
 Provide organic waste collection to all residents and businesses  Develop and adopt an enforcement mechanism or ordinance by January 2022  Implement an edible food recovery program that recovers edible food from the waste stream  Establish a procurement policy to purchase paper products made with recycled content and purchase recycled organic waste products
 Provide outreach and education for generators, haulers, facilities, edible food recovery organizations, and municipal departments
 Monitor compliance and conduct enforcement
 Maintain accurate compliance records
SB 1383 allows cities to take an educational approach to enforcement for the first two years of the ordinance being in effect. Starting January 2024, cities must take progressive enforcement actions against organic waste generators that are not in compliance.

ALTERNATIVES
No alternatives are recommended. Chapter 12 of Title 14, Division 7 of the California Code of Regulations (CCR) requires the City of Baldwin Park to adopt an ordinance or similarly enforceable mechanism by January 1, 2022. The City has yet to adopt the ordinance and must do so without delay as it may be exposed to penalties enforced by CalRecycle. Adoption of Ordinance No. 1468 would provide City staff the authority needed to comply with the changes in state law and would also prevent the City from receiving a fine for non-compliance with the municipal code update requirement.

LEGAL REVIEW
This report has been reviewed and approved by the City Attorney as to legal form and content.

ATTACHMENTS

1. Ordinance No. 1468
ORDINANCE NO. 1468

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BALDWIN PARK, CALIFORNIA, AMENDING CHAPTER 50 OF THE BALDWIN

PARK MUNICIPAL CODE AND ENACTING A NEW SECTION IN
CHAPTER 50 TO ADD MANDATORY ORGANIC WASTE DISPOSAL
REDUCTION REQUIREMENTS UNDER SENATE BILL (SB) 1383

RELATED TO SHORT-LIVED CLIMATE POLLUTANTS (SLCP)
WHEREAS, in 1989, the California Integrated Waste Management Act (AB 939) passed, requiring all California cities and counties to divert 50 percent of solid waste generated by the year 2000; and
WHEREAS, in 2011 the State’s Mandatory Commercial Recycling Law (AB 341) passed, requiring all business and multifamily dwelling of five units or more to arrange for recycling services; and
WHEREAS, in 2016 the State’s Mandatory Commercial Organics Recycling Law (AB 1826) passed, which imposed organic waste recycling requirements; and WHEREAS, in 2016 the State’s Short-Lived Climate Pollutants Law (SB 1383) established methane emissions reduction targets in a statewide effort to reduce emissions of short-lived pollutants and also granted CalRecycle the regulatory authority required to achieve the reduction targets; and
WHEREAS, the SB 1383 Regulations require the City to adopt and enforce an ordinance or other enforceable mechanism to implement relevant provisions of SB 1383 Regulations; and
WHEREAS, each year the City of Baldwin Park is required to demonstrate compliance with state law and must report the progress achieved through submittal of the Electronic Annual Report to CalRecycle.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF BALDWIN PARK DOES HEREBY RESOLVE AND ORDER AS FOLLOWS:

SECTION 1. The City Council hereby adds in its entirety Chapter 50.18 to the Baldwin Park Municipal Code entitled “Mandatory Organic Waste Disposal Regulations” with the following:

Chapter 50.18 MANDATORY ORGANIC WASTE DISPOSAL REGULATIONS

50.18.010 Declaration of Policy
The City and its residents and its businesses must comply with SB 1383, the Short-lived Climate Pollutant Reduction Act of 2106, which requires Jurisdictions to adopt and enforce an ordinance or enforceable mechanism to implement relevant provision of SB 1383 Regulations. This ordinance will also help reduce food insecurity by requiring Commercial Edible Food Generators to arrange to have the maximum amount of their Edible Food, that would otherwise be disposed, by recovered for human consumption.

50.18.020 Effective Date and Preemption
This Chapter 50.18 and all of the regulations contained herein, shall become effective on March 18, 2022, and shall remain effective until otherwise repealed by the City Council.

Any current terms or regulations which are in conflict with provisions of Chapter 50.18 shall be preempted by this Chapter as of the effective date.

50.18.030 Definitions
“AB 341” means the Assembly Bill approved by the Governor of the State of California on October 5, 2011, which amended Section 41730, 41731, 41734, 41735, 41736, 41800, 42926, 44004, and 50001 of, and added Sections 40004, 41734.5, and 41780.01 and Chapter 12.8 (commencing with Section 42649) to Part 3 of Division 30 of, and added and repealed Section 41780.02 of, the Public Resources Code, relating to Solid Waste, as amended, supplemented, superseded and replaced from time to time and which places requirements on Commercial Businesses and Multi-Family property owners that generate a specified threshold amount of Solid Waste to arrange for recycling services and requires cities to implement a mandatory Commercial recycling program. “AB 939” means the California Integrated Waste Management Act of 1989 (California Public Resources Code Section 40000, et seq), as amended, supplemented, superseded, and replaced from time to time which requires cities and counties to reduce, reuse, and recycle (including Composting) Solid Waste generated in their cities to the maximum extend feasible before any incineration or landfill disposal of waste, to conserve water, energy, and other natural resources, and to protect the environment. “AB 1826, means the Assembly Bill approved by the Governor of the State of California on September 28, 2014, which added Chapter 12.9 (commencing with Section 42649.8) to Part 3 of Division 30 of the Public Resources Code, relating to Solid Waste, as amended, supplemented, superseded, and replaced from time to time and requires Commercial Businesses and Multi-Family Property Owners that generate specified threshold amount of Solid Waste, Recyclable Materials, and Organic Materials per week to arrange for recycling services for that waste, requires cities to implement a recycling program to divert Organic Waste for Commercial Businesses subject to the law, and requires cities to implement a mandatory Commercial Organic Material recycling program.
“Blue Container” has the same meaning as in 14 CCR Section 18982.2(a)(5) and shall be used for the purpose of storage and Collection of Recyclable Materials. “CalRecycle” means California’s Department of Resources Recycling and Recovery, which is the Department designated with responsibility for developing, implementing, and enforcing SB 1383 Regulations.
“California Code of Regulations” or “CCR” means the State of California Code of Regulations, CCR reference in this Chapter are preceded with a number that refers to the relevant Title of the CCR (e.g., “14 CCR” refers to Title 14 of CCR). “Collect” or “Collection” (or any variation thereof) means the act of taking possession of Recyclable Materials, Organic Materials, Solid Waste, bulky items and other material at the place of generation in City.
“Commercial Business” or “Commercial” means a firm, partnership proprietorship, joint- stock company, corporation or association, whether for-profit or nonprofit, strip mall, industrial facility, or a Multi-Family Residential Dwelling, or as otherwise defined in 14 CCR Section 18982(a)(6). A Multi-Family Residential Dwelling that consists of fewer than five (5) units is not a Commercial Businesses for purposes of implementing this Chapter. “Commercial Edible Food Generator” includes a Tier One or a Tier Two Commercial Edible Food Generator as defined herein below of this Section 50.18.030 or as otherwise defined in 14 CCR Section 18982(a)(73). For the purposes of this definition, Food Recovery Organizations and Food Recovery Services are not Commercial Edible Food Generators pursuant to 14 CCR Section 18982(a)(7).
“Compliance Review” means a review of records by the City to determine compliance with this Chapter.
“Community Composting” means any activity that Composts green material, agricultural material, food material, and vegetative food material, alone or in combination, and the total amount of feedstock and Compost on-site at any one time does not exceed one hundred (100 cubic yards and seven hundred fifty (750) square feet, as specified in 14 CCR Section 17855(a)(4); or, as otherwise defined by 14 CCR Section 18982(a)(8). “Compost” has the same meaning as in 14 CCR Section 17896.2(a)(4), which stated, as of the effective date of this Chapter, that “Compost” means the product resulting from the controlled biological decomposition of Organic Waste that is Source Separated from the municipal Solid Waste stream, or that is separated at centralized facility. “Composting” includes a controlled biological decomposition of Organic Materials yielding as safe and nuisance free Compost product.
“Contamination” or “Contaminated Container” means a container, regardless of color, that contains Prohibited Container Contaminants, or as otherwise defined in 14 CCR Section 18982(a)(55).
“Contractor” means a person who is a party to an existing written agreement with the City providing for the exclusive or non-exclusive right to Collect Discarded Materials from Generators within the City.
“C&D” means construction and demolition debris.
“Designee” means an entity that a City contracts with or otherwise arranges to carry out any of the City’s responsibilities of this Chapter as authorized in 14 CCR Section 18981.2.

A Designee may be a government entity, a Contractor, a private entity, or a combination of those entities.
“Discarded Materials” means Recyclable Materials, Organic Materials, and Solid Waste placed by a Generator in a Blue, Green or Grey container and/or at a location for the purpose of Collection by the City’s Collection Program, excluding Excluded Waste. “Edible Food” means food intended for human consumption, or as otherwise defined in 14 CCR Section 18982(a)(18). For the purposes of this Chapter or as otherwise defined in 14 CCR Section 18982(a)(18). “Edible Food” is not Solid Waste if it is recovered and not discarded. Nothing in this Chapter or in 14 CCR, Division 7, Chapter 12 requires or authorizes the Recovery of Edible Food that does not meet the food safety requirements of the California Retail Food Code.
“Enforcement Action” means an action of the City to address non-compliance with this Chapter including, but not limited to, issuing administrative citations, fines, penalties, or using other remedies.
“Excluded Waste” means Hazardous Substance, Hazardous Waste, infectious waste (as defined in 14 CCR Section 17225.36), designated waste, volatile, corrosive, medical waste, infectious, regulated radioactive waste, and toxic substances or material that facility operators(s), which receive materials from the City and its Generators, reasonably believe(s) would, as a result of or upon acceptance, transfer, processing, or disposal be a violation of local, State, or Federal law, regulations, or ordinance, including without limitation: land use restrictions or conditions, waste that cannot be disposed of in Class III landfills or accepted at the facility by permit conditions, waste that, in City’s or its Designee’s reasonable opinion, would present a significant risk to human health or the environment, cause a nuisance or otherwise create or expose City, or its Designee, to potential liability; but not including de minimis volumes or concentrations of waste of a type an amount normally found in Single-Family or Multi-Family Solid Waste after implementation of programs for the safe Collection, processing, recycling, treatment, and disposal of batteries and paint in compliance with Section 41500 and 41802 of the California Public Records Code. Excluded Waste does not include used motor oil and filers, household batteries, universal wastes, and/or latex paint when such materials are defined as allowable materials for Collection through the City’s Collection Programs and the Generator or customer has properly placed the materials for Collection pursuant to instructions provided by the City or its Designee for Collection services. “Food Distributor” means a company that distribute food to entities including, but not limited to, Supermarkets and Grocery Stores, or as otherwise defined in 14 CCR Section 18982(a)(22).
“Food Facility” has the same meaning as in Section 113789 of the Health and Safety Code.
“Food Recovery” means actions to Collect and distribute food for human consumption that otherwise would be disposed, or as otherwise defined in 14 CCR Section 18982(a)(24).
“Food Recovery Organization” means an entity that engages in the Collection or receipt of Edible Food from Commercial Edible Food Generators and distributes that Edible Food to the public for Food Recovery either directly or through other entities or as otherwise defined in 14 CCR Section 18982(a)(25), including, but not limited to:

1. A food bank as defined in Section 113783 of the Health and Safety Code;

2. A nonprofit chartable temporary food facility as defined in Section 113842 of the Health and Safety Code; and

3. A Food Recovery Organization is not a Commercial Edible Food Generator for the purpose of this Chapter and implementation of 14 CCR, Division 7, Chapter 12 pursuant to 14 CCR Section 18982(a)(7).

If the definition in 14 CCR Section 18982(a)(25) for Food Recovery Organizations differs from this definition, the definition in 14 CCR Section18982(a)(25) shall apply to this Chapter.
“Food Recovery Services” means a person or entity that Collects and transports Edible Food from a Commercial Food Generator to a Food Recovery Organization or other entities for Food Recovery, or as otherwise defined in 14 CCR Section 18982(a)(26). A Food Recovery Service is not a Commercial Edible Food Generator for the purpose of this Chapter and implantation of 14 CCR, Division 7, Chapter 12 pursuant to 14 CCR Section 18982(a)(7).
“Food Scraps” means all food such as, but not limited to fruits, vegetables, meat, poultry, seafood, shellfish, bones rice, beans, pasta, bread, cheese, and eggshells. Food Scarps excluded fats, oils, and grease when such materials are Source Separated from other Food Scraps.
“Food Service Provider” means an entity primarily engaged in providing food services to institutional, governmental, Commercial or industrial locations of others based on contractual arrangements with these types of organizations, or as otherwise defined in 14 CCR Section 18982(a)(27).
“Food-Solid Paper” is paper material that has come in contact with food or liquid, such as, but not limited to, paper plates, paper coffee cups, napkins, pizza boxes, and milk cartons. Food-Solid Paper does not include Non-Compostable Paper. “Food Waste” mean Food Scarpe and Food-Soiled Paper.
“Generator” means any person or entity whose act or process produces Discarded Materials as defined in the Public Resources Code, or whose act first causes Discarded Materials to become subject to regulations.
“Gray Container” has the same meaning as in 14 CCR Section 18982(a)(28) and shall be used for the purpose of storage and Collection of Solid Waste. Per the definition provided in 14 CCR Section 18982(a)(28), the Gray Containers may actually be black, or black with gray lid.
“Green Container” has the same meaning as in 14 CCR Section 18982.2(a)(29) and shall be used for the purpose of storage and Collection of Organic Materials. “Grocery Store” means a store primarily engaged in the retail sale of canned food; dry goods, fresh fruits and vegetables; fresh meats, fish, and poultry; and any area that is not separately owned within the store where the food is prepared and served, including without limitation a bakery, deli, and meat and seafood departments, or as otherwise defined in 14 CCR Section 18982(a)(30).
“Hauler Route” means the designated itinerary or sequence of stops for each segment of the City’s Collection service area, or as otherwise defined in 14 CCR Section 18982(a)(31.5).
“Hazardous Substance” means any of the following: (a) any substances defined, regulated or listed (directly or by reference) as “Hazardous Substance”, “hazardous materials”, “Hazardous Wastes”, toxic waste”, “pollutant”, or “toxic substance”, or similarly identified as hazardous to human health or the environment, in or pursuant to: (i) the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) of 1980, 42 USC §9601 et seq. (CERCLA); (ii) Hazardous Materials Transpiration Act, 49 USC §1802, et seq; (iii) the Resource Conservation and Recovery Act, 42 USC §6901 et seq.; (iv) the Clean Water Act, 33 USC §1251 et seq,; (v) California Heath and Safety Code §25115-2517, 25249.8, 25281, and 25316; (vi) the Clean Air Act, 42 USC§7901 et seq,; and, (vii) California Water Code §13050; (b) any amendments, rules or regulations promulgated thereunder to such enumerated status or acts currently existing or hereafter enacted; and, (c) any other hazardous or toxic substance, material, chemical, waste or pollutant identified as hazardous or toxic or regulated under any other Applicable Law currently existing or hereinafter enacted, including, without limitation, friable asbestos, polychlorinated biphenyl’s (PCBs), petroleum, natural gas, and synthetic fuel products, and by-products.
“Hazardous Waste” means all substance defined as Hazardous Waste, acutely Hazardous Waste, or extremely Hazardous Waste by the State in Health and Safety Code §25110.02, §25115, and §25117, State Public Resources Code Section 40141, or in the future amendments to or recodifications of such statues or identified and listed as solar panels form Residential Premises, and Hazardous Waste by the U.S. Environmental Protection Agency (EPA), pursuant to the Federal Resources Conservation and Recovery Act (42 USC §6901 et seq.) all future amendments thereto, and all rules and regulations promulgated thereunder.
“High Diversion Organic Waste Processing Facility” means a facility that is in compliance with the reporting requirements of 14 CCR Section 18815.5(d) and meets or exceeds an annual average mixed waste organic content Recovery rate of fifty percent (50%) between January 1, 2022 and December 31, 2024, and seventy-five percent (75%) after January 1, 2025, as calculated pursuant to 14 CCR Section 18815.5 € of Organic Waste received from the “mixed waste organic collection stream” as defined in 14 CCR Section 17402(a)(11.5), or as otherwise defined in 14 CCR Section 18982(a)(33). “Inspection” means a site visit where a City or its Designee reviews records, containers, and an entity’s Collection, handling, recycling, or landfill disposal of Discarded Materials or Edible Food handling to determine if the entity is complying with requirements set forth in this Chapter, or as otherwise defined in 14 CCR Section 18982(a0)(35). “Large Event” means an event, including, but not limited to, a sporting event or a flea market, that charges an admission price, or is operated by a local agency, and serves an average of more than two thousand (2,000) individuals per day of operation of the event, at a location that includes, but not limited to, a public, nonprofit, or privately owned park, parking lot, golf course, street system, or other open space when being used for an event.

If the definition in 14 CCR Section 18982(a)(38) differs from this definition in 14 CCR Section 18982(a)(38) shall apply to this Chapter.
“Large Venue” means a permanent venue facility that annually seats or serves an average of more than two thousand (2,000) individuals within the grounds of the facility per day of operation of the venue facility. For purposes of this Chapter and implementation of 14 CCR, Division 7, Chapter 12, a venue facility includes, but is not limited to, a public, nonprofit, or privately owned or operated stadium, amphitheater, area, hall, amusement park, conference or civic center, zoo, aquarium, airport, racetrack, horse track, performing arts center, fairground, museum, theater, or other public attraction facility. For purposes of this Chapter and implantation of 14 CCR, Division 7, Chapter 12, a site under common ownership or control that includes mor than one (1) Large Venue that is contiguous with other Large Venues in the site, is a single Large Venue. If the definition in 14 CCR Section 18982(a)(39) differs from this definition the definition in 14 CCR Section 18982(a)(39) shall apply to this Chapter.
“Local Education Agency” means a school district, charter school, or county office of education that is not subject to the control of City or county regulation related to Recyclable Materials, Organic Materials, or Solid Waste, or as otherwise defined in 14 CCR Section 18982(a)(40).
“Multi-Family Residential Dwelling” or “Multi-Family” means of, from, or pertaining to residential premises with five (5) or more dwelling units. Multi-Family premises do not include hotels, motels, or other transient occupancy facilities, which are considered Commercial Businesses.
”MWELO” refer to the Model Water Efficient Landscape Ordinance, 23 CCR, Division 2, Chapter 2.7.
“Non-Compostable Paper” includes but is not limited to paper that is coated in a plastic material that will not breakdown in the Composting process, or as otherwise defined in 14 CCR Section 18982(a)(41).
“Notice of Violation” or “NOV” means a notice that a violation has occurred that includes a compliance date to avoid an action to seek penalties, or as otherwise defined in 14 CCR Section 18982(a)(45) or further explained in 14 CCR Section 18995.4. “Organic Materials” means Source Separated Organic Waste that can be placed in a Green Container specifically intended for the separate Collection of Organic Waste by the Generator, excluding Non-Compostable Paper, Paper Products, Printing and Writing Paper, and any other Organic Waste that an Organic Waste faciality may reject to maintain any organics-related Composting certifications including but not limited to organic carpets and textiles, contaminate wood or lumber, manure, digestate, biosolids, and sludges.
“Organic Waste” means wastes containing material originating from living organisms and their metabolic waste products, including but not limited to food, green material, landscape and pruning waste, organic textiles and carpets, lumber, wood, Paper Products, Printing and Writing Paper, manure, biosolids, digestate, and sludges or as otherwise defined in 14 CCR Section 18982(a)(46). Biosolids and digestate are as defined by 14 CCR Section 18982(a).
“Paper Products” include, but are not limited to, paper janitorial supplies, cartons, wrapping, packaging, file folders, handing files, corrugated boxes, tissue, and toweling, or as otherwise defined in 14 CCR Section 18982(a)(51). “Printing and Writing Papers” include, but are not limited to, copy, xerographic, watermark, cotton fiber, offset, forms, computer printout paper, white wove envelopes, manila envelopes, book paper, not pads, writing tablets, newsprint, and other uncoated writing papers, posters, index cards, calendars, brochures, reports, magazines, and publications, or as otherwise defined in 14 CCR Section 18982(a)(54). “Prohibited Container Contaminants” means the following: (i) Decarded materials placed in the Blue Container that are not identified as acceptable Recyclable Materials for the City’s Blue Container; (ii) Discarded Materials placed in the Green Container that are not identified as acceptable Organic Materials for the City’s Green Container, (iii) Discarded Materials placed in the Gray Container that are acceptable Recyclable Materials and/or Organic Materials to be placed in City’s Green Container and/or Blue Container; and (iv) Excluded Waste placed in any container.
“Property Owner” means the owner of real property, or as otherwise defined in 14 CCR Section 18982(a)(57).
“Recovered Organic Wase Products” means products made from California, landfill diverted recovered Organic Waste Processed in a permitted or otherwise authorized facility, or as otherwise defined in 14 CCR Section 18982(a)(60). “Recovery” means any activity or process described in 14 CCR Section 18983.1(b), or as otherwise defined in 14 CCR Section 18982(a)(49).
“Recyclable Material” shall mean any material generated on or emanating from residential or Commercial/Industrial premises that is no longer wanted and is Collected, transported, and reused or processed into a form suitable for reuse through reprocessing or remanufacture, consistent with the requirements of AB 939. No Discarded Materials shall be considered Recyclable Materials unless such material is separated from Organic Materials and Solid Waste and offered for Collection through the City’s Collection program.
“Recycled-Content Paper” means Paper Products and Printing and Writing Paper that consists of at least thirty percent (30%), by fiber weight, postconsumer fiber, or as otherwise defined in 14 CCR Section 18982(a)(61).
“Restaurant” means an establishment primarily engaged inter tail sale of food and drinks for on-premises or immediate consumption, or as otherwise defined in 14 CCR Section 18982(a)(64).
“Route Review” means a visual inspection of containers along a Hauler Route for the purpose of determining Contaminated Containers and my include mechanical inspection methods such as the use of cameras, or as otherwise defined in 14 CCR Section 18982(a)(65).
“SB 1383” means Senate Bill 1383 of 2016 approved by the Governor on September 19, 2016, which added Sections 39730.5, 39730.6, 39730.7, and 39730.8 to the Health and Safety Code, and added Chapter 13.1 (commencing with Section 42652) to Part 3 of Division 30 of the Public Resources Code, establishing methane emissions reduction targets and placing requirements on multiple entities including cities, residential households, Commercial Businesses and Commercial Business owners, Commercial Edible Food Generators, Contractors, Self-Haulers, Food Recovery Organizations, and Food Recovery Services in Statewide effort to reduce emissions of short-live climate pollutants as amended, supplemented, superseded, and replace from time to time. “SB 1383 Regulation” or “SB 1383 Regulatory” means or refers to, for the purposes of this Chapter, the Short-Lived Climate Pollutants: Organic Waste Reduction regulations developed by CalRecycle and adopted in 2020 that crafted 14 CCR, Division 7, Chapter 12 and amended portions of regulations of 14 CCR and 27 CCR. “Self-Hauler” means a person, who hauls Solid Waste, Organic Materials, or Recyclable material he or she has generated to another person. Self-Hauler also includes a person who back-hauls waste, or as otherwise defined in 14 CCR Section 18982(a)(66). Back- haul means generating and transporting Discarded Materials to a destination owned and operated by the Generator using the Generator’s own employees and equipment, or as otherwise defined in 14 CCR Section 18982(a)(66)(A).
“Single-Family” means of, form or pertaining to any residential premises with fewer than five (5) units.
“Solid Waste” has the same meaning as defined in State Public Resources Code Section 40191, which defines Solid Waste as all putrescible and non-putrescible solid, semisolid, and liquid wastes, including garbage, trash, refuse, paper, rubbish, ashes, industrial wastes, demolition and construction wastes, abandoned vehicle and parts hereof, discarded home and industrial appliances, dewatered, treated, or chemically fixed sewage sludge that is not Hazardous Waste, manure, vegetable or animal solid and semisolid wastes, and other discarded solid and semisolid wastes, with the exception that Solid Waste does not include any of the following wastes:

1. Hazardous Waste.

2. Radioactive waste regulated pursuant to the State Radiation Control Law Chapter 8 (commencing with Section 114960) of Part 9 of Division 104 of the State Health and Safety Code.

3. Medical waste regulated pursuant to the State Medical Waste Management Act (Part 14 (commencing with Section 117600) of Division 104 of the Sate Health and Safety Code). Untreated medical waste shall not be disposed of in a Solid Waste landfill, as defined in State Public Resources Code Section 40195.1 Medical waste that has been a treated and deemed to be Solid Waste shall be regulated pursuant to Division 30 of the State Public Resource Code.

4. Recyclable Materials, C&D, Organic Waste, or other salvageable material only when such materials are Source Separated from Solid Waste at the site of generation.
“Source Separated” means materials, including commingled Recyclable Materials and Organic Material, that have been separated or kept separate from the Solid Waste stream, at the point of generation for the purpose of additional sorting or processing those material for recycling or reuse in order to return them to the economic mainstream in the form of raw material for new, reused, or reconstituted products that meet the quality standards necessary to be used in the marketplace, or as otherwise defined in 14 CCR Section 17402.5(b)(4). For the purposes of the ordinance, Source Separated shall include separation of materials by the Generator, property owner, property owner’s employee, property manager, or property manager’s employee into different containers for the purpose of Collection such that Sources Separated material are separated from Solid Waste for the purposes of Collection and processing.
“State” means the State of California.
“Supermarket” means a full-line, self-service retail store with gross annual sales of two million dollars ($2,000,000), or more that sells a line of dry grocery, canned goods, or nonfood items and some perishable items, or as otherwise defined in 14 CCR Section 18982(a)(71).
“Tier One Commercial Edible Food Generator” means a Commercial Edible Food Generator that is one of the following:

1. Supermarket.

2. Grocery Store with a total facility size equal to or greater than ten thousand (10,000) square feet.

3. Food Service Provider.

4. Food Distributor.

5. Wholesale Food Vendor.

If the definition in 14 CCR Section 18982(a)(73) of Tier One Commercial Edible Food Generator differs from this definition, the definition in 14 CCR Section 18982(a)(73) shall apply to this Chapter.
“Tier Two Commercial Edible Food Generator” means a Commercial Edible Food Generator that is one of the following:

1. Restaurant with two hundred fifty (250) or more seats, or a total facility size equal to or greater than five thousand (5,000) square feet.

2. Hotel with on-site Food Facility and two hundred (200) or more rooms.

3. Health facility with an on-site Food Facility and one hundred (100) or more beds.

4. Large Venue.

5. Large Event.

6. A State agency with a cafeteria with tow hundred fifty (250) or more seats or total cafeteria facility size equal to or greater than five thousand (5,000) square feet.

7. A Local Education Agency facility with an on-site Food Facility.

If the definition in 14 CCR Section 18982(a)(74) of Tier Two Commercial Edible Food Generator differs from this definition the definition in 14 CCR Section 18982(a)(74) shall apply to this Chapter.
“Wholesale Food Vendor” means a Commercial Business or establishment engaged in the merchanted wholesale distribution of food, where food (including fruits and vegetables) is received, shipped, stored, prepared for distribution to a retailer, warehouse, distributor, or other destination, or as otherwise defined in 14 CCR Section 189852(a)(76).

50.18.040 Requirements for Single-Family Generators
Generators shall subscribe to a three (3) container Collection service that includes a Blue Container, Green Container, and Gray Container. Generators shall comply with the following requirements except Single-Family Generators that meet the Self-Hauler requirements in Section 50.18.100 of the Baldwin Park Municipal Code.

A. Shall subscribe to City’s Collection services for all Discarded Materials generated as described in this Section. City or its Designee shall have the right to review the number and size of a Generator’s containers to evaluate adequacy of capacity provided for each type of Collection service for proper separation of materials and containment of materials, and Single-Family Generators shall adjust their service level for Collection services as requested by the City or its Designee. Generators may additionally manage their Discarded Materials by preventing or reducing their Discarded Materials, managing Organic Waste on site, and/or using a Community Composting site pursuant to 14 CCR Section 18984.9(c).

B. Shall participate in the City’s Collection service(s) by placing designated materials in designated containers as described below and shall not place Prohibited Container Contaminants in Collection containers.

1. Generator shall place Organic Materials, including Food Waste, in the Green Container, Source Separated Recyclable Materials in the Blue Container, and Solid Waste in the Gray Container. Generators shall not place materials designated for the Gray Container into the Green Container or Blue Container, or material designated for the Green or Blue Container into the Gray Container.

2. Green, Blue, and Gray Containers to be Collected by the Contractor shall be placed, by the owner or occupant of any premises, along the street or alley frontage of such premises, or such other locations as may be mutually agreeable to such persons and the Contractor.

3. No person shall interfere in any manner with any Green, Blue, or Gray Containers or the contents thereof, or remove any Blue, Green, or Gray Container or the contents thereof from the location where the same was placed by the owner or occupants of the premises for Collection.

50.18.050 Requirements for Commercial Businesses
Generators that are Commercial Businesses, including Multi-Family Residential Dwellings, shall:

A. Subscribe to City’s three (3) container Collection services and shall be solely responsible to the Contractor for the payment of the fees set forth in any such agreement the City has entered with Contractor for Collection service. The City shall not be responsible for payment of any such fees to any Contractor. Commercial Generators shall comply with requirements of those services as described below in this Section, except Commercial Businesses that meet all Self-Hauler requirements set forth in Section 50.18.100 of the Baldwin Park Municipal Code. City or its Designee shall have the right to review the number and size of a Generator’s Containers and frequency of Collection to evaluate adequacy of capacity provided for each type of Collection service for proper separation of material and containment of materials; and Commercial Businesses shall adjust their service level for their Collection service as requested by the City or its Designee.

B. Except Commercial Businesses that meet the Self-Hauler requirements in this Chapter, participate in the City’s Collection service(s) by placing designated materials in designated containers as described below:

1. Generator shall place and/or direct its Generators to place Organic Materials, including Food Waste, in the Green Container, Source Separated Recyclable Materials in the Blue Container, and Solid Waste in the Gray Container.

Generator shall not place, and direct tis Generators not to place, Prohibited Container Contaminants in Collection containers and not place materials designated for the Gray Container into the Green Container or Blue Container or materials designated for the Green or Blue Container into the Gray Container.

2. Supply and allow access to adequate number, size, and location of Collection containers with sufficient labels and colors (conforming with Subsections 3(a) and 3(b) below for employees, contractors, tenants, and customers, consistent with City’s Blue Container, Green Container, and Gray Container Collection service or, if self-hauling, per the Commercial Businesses’ instructions to support its compliance with its self-haul program, in accordance with Section

50.18.100.

3. Excluding Multi-Family Residential Dwellings, provide containers for the Collection of Organic Materials and Source Separated Recyclable Materials in all indoor and outdoor areas where disposal containers are provided for customers, for materials generated by that Commercial Business. Such containers do not need to be provided in restrooms. If a Commercial Business does not generate any of the materials that would be collected in one type of container, then the business does not have to provide that particular container in all areas where disposal containers are provided for customers. Pursuant to 14 CCR Section 18984.9(b), the containers provided by the Commercial Business shall have either:
a) A body or lid that conforms with the container colors provided through the collection service provided by The City, with either lids conforming to the color requirements or bodies conforming to the color requirements or both lids and bodies conforming to color requirements. A Commercial Business is not required to replace functional containers, including containers purchased prior to January 1, 2022, that do not comply with the requirements of the subsection prior to the end of the useful life of those containers, or prior to January 1, 2036, whichever comes first. b) Container labels that include language or graphic images, or both, indicating the primary material accepted and the primary materials prohibited in that container, or containers with imprinted text or graphic images that indicate the primary materials accepted and primary materials prohibited in the container. Pursuant 14 CCR Section 18984.8, the container labeling requirements are required on new containers commencing January 1, 2022.

4. Multi-Family Residential Dwellings are not required to comply with container placement requirements or labeling requirements in Section 6(d) pursuant to 14 CCR Section 18984.9(b).

5. To the extent practical through education, training, Inspection, and/or other measures, excluding Multi-Family Residential Dwellings, prohibit employees from placing materials in a container not designated for those materials per the City’s Blue Container, Green Container, and Gray Container collection service or, if self-hauling, per the Commercial Businesses’ instructions to support its compliance with its self-haul program, in accordance with Section 50.18.100.

6. Excluding Multi-Family Residential Dwellings, periodically inspect Blue Containers, Green Containers, and Gray Containers for contamination and inform employees if containers are contaminated and of the requirements to keep contaminants out of those containers pursuant to 14 CCR Section 18984.9(b)(3).

7. Annually provide information to employees, contractors, tenants, and customers about Organic Waste Recovery requirements and about proper sorting of Source Separated Green Container Organic Waste and Source Separated Recyclable Materials.

8. Provide education information before or within fourteen (14) days of occupation of the premises to new tenants that describes requirements to keep Source Separated Green Container Organic Waste and Source Separated Recyclable Materials separate from Gray Container Waste (when applicable) and the location of containers and the rules governing their use at each property.

9. Provide or arrange access for the City or its agent to their properties during all Inspections conducted in accordance with Section 50.18.140 of this Chapter to confirm compliance with the requirements of this ordinance.

10. Accommodate and cooperate with City’s Remote Monitoring program for Inspection of the contents of containers for Prohibited Container Contaminants, which may be implemented by the City at a later date, to evaluate generator’s compliance with Section.

11. At Commercial Business’s option and subject to any approval required from the City, implement a Remote Monitoring program for Inspection of the contents of its Blue Containers, Green Containers, and Gray Containers for the purpose of monitoring the contents of containers to determine appropriate levels of service and to identify Prohibited Container Contaminants.

12. If a Commercial Business wants to self-haul, meet the Self-Hauler requirements in Section 50.18.100 of this Chapter.

13. Nothing in this Section prohibits a generator from preventing or reducing waste generation, managing Organic Waste on site, or using a Community Composting site pursuant to 14 CCR Section 18984.9(c).

14. Commercial Businesses that are Tier One or Tier Two Commercial Edible Food Generators shall comply with Food Recovery requirements, pursuant to Section 9.

50.18.060 Waivers for Generators
A. De Minimis Waivers – The City may waive a Commercial Business’ obligation (including Multi-Family Residential Dwellings) to comply with some or all of the Organic Waste requirements of this ordinance if the Commercial Business provides documentation that the business generates below a certain amount of Organic Waste material as described in Section 50.18.060(A)(2) below. Commercial Businesses requesting a de minimis waiver shall:

1. Submit an application specifying the services that they are requesting a waiver from and provide documentation as noted in Section 50.18.060(A)(2) below.

2. Provide documentation that either:
a) The Commercial Business’ total Solid Waste collection service is two cubic yards or more per week and Organic Waste subject to collection in a Blue Container or Green Container comprises less than 20 gallons per week per applicable container of the business’ total waste; or,
b) The Commercial Business’ total Solid Waste collection service is less than two cubic yards per week and Organic Waste subject to collection in a Blue Container or Green Container comprises less than 10 gallons per week per applicable container of the business’ total waste.

3. Notify The City if circumstances change such that Commercial Business’s Organic Waste exceeds threshold required for waiver, in which case waiver will be rescinded.

4. Provide written verification of eligibility for de minimis waiver every 5 years, if City has approved de minimis waiver.

B. Physical Space Waivers – The City may waive a Commercial Business’ or property owner’s obligations (including Multi-Family Residential Dwellings) to comply with some or all of the recyclable materials and/or Organic Waste collection service requirements if the City has evidence from its own staff, a hauler, licensed architect, or licensed engineer demonstrating that the premises lacks adequate space for the collection containers required for compliance with the Organic Waste collection requirements of Section 50.18.050. A Commercial Business or property owner may request a physical space waiver through the following process:

1. Submit an application form specifying the type(s) of collection services for which they are requesting a compliance waiver.

2. Provide documentation that the premises lacks adequate space for Blue Containers and/or Green Containers including documentation from its hauler, licensed architect, or licensed engineer.

3. Provide written verification to the City Manager or his/her designee that it is still eligible for physical space waiver every five years, if The City has approved application for a physical space waiver.

50.18.070 Requirements for Commercial Edible Food Generators A. Tier One Commercial Edible Food Generators must comply with the requirements of this Section 9 commencing January 1, 2022, and Tier Two Commercial Edible Food Generators must comply commencing January 1, 2024, pursuant to 14 CCR Section 18991.3.

B. Large Venue or Large Event operators not providing food services, but allowing for food to be provided by others, shall require Food Facilities operating at the Large Venue or Large Event to comply with the requirements of this Section, commencing January 1, 2024.

C. Commercial Edible Food Generators shall comply with the following requirements:

1. Arrange to recover the maximum amount of Edible Food that would otherwise be disposed.

2. Contract with, or enter into a written agreement with Food Recovery Organizations or Food Recovery Services for: (i) the collection of Edible Food for Food Recovery; or, (ii) acceptance of the Edible Food that the Commercial Edible Food Generator self-hauls to the Food Recovery Organization for Food Recovery.

3. Shall not intentionally spoil Edible Food that is capable of being recovered by a Food Recovery Organization or a Food Recovery Service.

4. Allow City’s designated enforcement entity or designated third party enforcement entity to access the premises and review records pursuant to 14 CCR Section 18991.4.

5. Keep records that include the following information, or as otherwise specified in 14 CCR Section 18991.4:
a. A list of each Food Recovery Service or organization that collects or receives its Edible Food pursuant to a contract or written agreement established under 14 CCR Section 18991.3(b).
b. A copy of all contracts or written agreements established under 14 CCR Section 18991.3(b).
c. A record of the following information for each of those Food Recovery Services or Food Recovery Organizations:
i. The name, address and contact information of the Food Recovery Service or Food Recovery Organization.
ii. The types of food that will be collected by or self-hauled to the Food Recovery Service or Food Recovery Organization.
iii. The established frequency that food will be collected or self-hauled. iv. The quantity of food, measured in pounds recovered per month, collected or self-hauled to a Food Recovery Service or Food Recovery Organization for Food Recovery.

6. No later than June 1 of each year commencing no later than June 1, 2022, for Tier One Commercial Edible Food Generators and June 1, 2024 for Tier Two Commercial Edible Food Generators, provide an annual Food Recovery report to the City that includes the records listed in Section 50.18.070(C)(5)(c).

D. Nothing in this ordinance shall be construed to limit or conflict with the protections provided by the California Good Samaritan Food Donation Act of 2017, the Federal Good Samaritan Act, or share table and school food donation guidance pursuant to Senate Bill 557 of 2017 (approved by the Governor of the State of California on September 25, 2017, which added Article 13 [commencing with Section 49580] to Chapter 9 of Part 27 of Division 4 of Title 2 of the Education Code, and to amend Section 114079 of the Health and Safety Code, relating to food safety, as amended, supplemented, superseded and replaced from time to time).

50.18.080 Requirements for Food Recovery and Organizations and Services A. Food Recovery Services collecting or receiving Edible Food directly from Commercial Edible Food Generators, via a contract or written agreement established under 14 CCR Section 18991.3(b), shall maintain the following records, or as otherwise specified by 14 CCR Section 18991.5(a)(1):

1. The name, address, and contact information for each Commercial Edible Food Generator from which the service collects Edible Food.

2. The quantity in pounds of Edible Food collected from each Commercial Edible Food Generator per month.

3. The quantity in pounds of Edible Food transported to each Food Recovery Organization per month.

4. The name, address, and contact information for each Food Recovery Organization that the Food Recovery Service transports Edible Food to for Food Recovery.

B. Food Recovery Organizations collecting or receiving Edible Food directly from Commercial Edible Food Generators, via a contract or written agreement established under 14 CCR Section 18991.3(b), shall maintain the following records, or as otherwise specified by 14 CCR Section 18991.5(a)(2):

1. The name, address, and contact information for each Commercial Edible Food Generator from which the organization receives Edible Food.

2. The quantity in pounds of Edible Food received from each Commercial Edible Food Generator per month.

3. The name, address, and contact information for each Food Recovery Service that the organization receives Edible Food from for Food Recovery.

C. Food Recovery Organizations and Food Recovery Services shall inform generators about California and Federal Good Samaritan Food Donation Act protection in written communications, such as in their contract or agreement established under 14 CCR Section 18991.3(b).

D. Food Recovery Organizations and Food Recovery Services that have their primary address physically located in the City and contract with or have written agreements with one or more Commercial Edible Food Generators pursuant to 14 CCR Section 18991.3(b) shall report to the City it is located in the total pounds of Edible Food recovered in the previous calendar year from the Tier One and Tier Two Commercial Edible Food Generators they have established a contract or written agreement with pursuant to 14 CCR Section 18991.3(b) no later than June 1 of each calendar year.

E. In order to support Edible Food Recovery capacity planning assessments or other studies conducted by the County, City, special district that provides solid waste collection services, or its designated entity, Food Recovery Services and Food Recovery Organizations operating in the City shall provide information and consultation to the City, upon request, regarding existing, or proposed new or expanded, Food Recovery capacity that could be accessed by the City and its Commercial Edible Food Generators. A Food Recovery Service or Food Recovery Organization contacted by the City shall respond to such request for information within sixty (60) days, unless a shorter timeframe is otherwise specified by the City.

50.18.090 Requirements for Contractors and Facility Operators A. If the City finds that the public interest, convenience, and necessity so require, it may contract with any one (1) or more qualified persons, on an exclusive or nonexclusive basis, for the Collection and disposal of residential, Commercial, or industrial Discarded Materials from Generators within the City’s boundaries. In such event, such agreement shall refer to this Chapter, insofar as the manner of Collection is concerned, as it now exists or as it may hereafter be amended. Such agreement shall, in addition, provide for such Contractor to Collect, process, and/or dispose of all Discarded Materials from Generators within the City, and such Contractor shall have the exclusive right, privilege, and duty to Collect, process, and/or dispose of all such Discarded Materials for the period and times specified in such agreement, upon such compensation as may be therein agreed upon between the City and such Contractor.

Each Contractor shall meet the following requirements as a condition of approval of a contract, agreement, or similar contractual authorization with the City to Collect Discarded Materials.

1. All Discarded Materials generated within the City, with the exception of Hazardous Waste and Hazardous Substances, shall remain the property of the City until it is picked up by the Contractor. Through written notice to the City annually on or before July 1, 2022, Contractor shall identify the facilities to which they will transport Recyclable Materials, Organic Materials, and Solid Waste and shall not deliver the Discarded Materials to any waste-to-energy conversion facility unless specifically approved in advance by the City Manager or their Designee.

2. Transport Source Separated Recyclable Materials to a facility that recovers those materials; transport Source Separated Green Container Organic Waste to a facility, operation, activity, or property that recovers Organic Waste as defined in 14 CCR Division 7, Chapter 12, Article 2; and transport Solid Waste to a disposal facility or transfer facility or operation that processes or disposes of Solid Waste.

Notwithstanding the foregoing, Contractor shall not be required to transport any containers with Prohibited Container contaminants to a facility, operation, activity, or property that recovers Organic Waste.

3. Obtain approval from the City to haul Discarded Materials, unless it is transporting Sources Separated Organic Waste to a Community Composting site or lawfully transporting C&D in a manner that complies with 14 CCR Section 18989.1 and Section 50.18.110 hereof.

4. The authorization of exclusive or non-exclusive Contractor(s), as applicable, to Collect Discarded Materials shall comply with any education, equipment, signage, container labeling, container color, Contamination, monitoring, and reporting requirements relating to the Collection of Discarded Materials contained within its franchise agreement with the City.

5. Maintain a fixed place of business in or adjacent to the City and maintain a telephone services at such a place of business.

6. Maintain an accurate list of all customers served by the Contractor within the City.

Such records shall be open and available for reasonable inspection by the City Manager or their Designee.

7. Ensure all vehicular equipment used by Contractor is maintained in a clean and sanitary condition, and shall have prominently displayed thereon, the name, address, and telephone number of the Contractor. (Prior code 24A-4).

8. Place and maintain on the outside of Green, Blue, and Gay Containers, or other equipment, in legible letters and numerals not less than one (1) inch in height, such Contractor’s name or firm name and telephone number.

9. At all times keep in good repair and maintain in a clean and sanitary condition all Green, Blue, and Gray Containers or other equipment to the satisfaction of the health officer. (Prior code 24-5)
B. Requirements for Facility Operators and Community Composting Operations:

1. No person shall maintain or operate any dump, waste disposal facility, or site for the disposal, transfer, or salvage of Recyclable Materials Organic Waste, or Solid Waste within the City; provided, that nothing contained in this section shall be construed to prohibit the disposal of agricultural or horticultural waste materials such as dead trees, bushes, and similar material at a Community Composting site. (Prior code 24-4).

2. Owners of facilities, operations and activities that recover Organic Waste, including, but not limited to, Compost facilities, in-vessel digestion facilities, and publicly owned treatment works shall, upon City request, provide information regarding available and potential new or expanded capacity at their facilities, operations, and activities, including information about throughout and permitted capacity necessary for planning purposes. Entities contacted by the City shall respond within sixty (60) days.

3. Community Composting operators, upon City requests hall provide information to the City to support Organic Waste capacity planning, including but not limited to, an estimate of the amount of Organic Waste anticipated to be handled at the Community Composting operation. Entities contacted by the City shall respond within sixty (60) days.

4. Owners of facilities, operations, and activities located in the City’s boundaries that receive Recyclable Materials, Organic Materials, and/or Solid Waste shall provide to the city on a quarterly basis copy of all resorts that the owners are required to report to CalRecycle, including at minimum, those required by AB 901 and SB 1383.

C. Any Contractor operating within the City shall comply with the following Collection rules:

1. Hours of Collection. Collection from commercial/industrial premises may occur Monday through Saturday. Residential collection shall not begin prior to 6:00am, and commercial/industrial collection will not begin prior to 5:30am where the commercial/industrial premises is within five hundred (500) feet of an occupied residential premises, except by approval of City Manager of his/her designee.

2. Schedules. Each Contractor shall establish and thereafter maintain an area schedule of their Collection times and places. Such schedules shall be filed with the City Manager and any changes therein shall be filed with the City Manager.

50.18.100 Requirements for Self-Haulers
A. Self-Haulers shall source separate all Recyclable Materials and Organic Waste (materials that City otherwise requires generators to separate for collection in the City’s organics and recycling collection program) generated on-site from Solid Waste in a manner consistent with 14 CCR Sections 18984.1 and 18984.2, and shall deliver their materials to facilities described in subsection (B) below, or shall haul Solid Waste, including Recyclable Materials and Organic Waste, to a High Diversion Organic Waste Processing Facility as specified in 14 CCR Section 18984.3.

B. Self-Haulers shall haul their Source Separated Recyclable Materials to a facility that recovers those materials; and haul their Organic Waste to a Solid Waste facility, operation, activity, or property that processes or recovers Source Separated Organic Waste. Alternatively, Self-Haulers may haul Organic Waste to a High Diversion Organic Waste Processing Facility.

C. Self-Haulers that are Commercial Businesses (including Multi-Family Residential Dwellings) shall keep a record of the amount of Organic Waste delivered to each Solid Waste facility, operation, activity, or property that processes or recovers Organic Waste; this record shall be subject to Inspection by the City. The records shall include the following information:

1. Delivery receipts and weight tickets from the entity accepting the waste.

2. The amount of material in cubic yards or tons transported by the generator to each entity.

3. If the material is transported to an entity that does not have scales on-site, or employs scales incapable of weighing the Self-Hauler’s vehicle in a manner that allows it to determine the weight of materials received, the Self-Hauler is not required to record the weight of material but shall keep a record of the entities that received the Organic Waste.

D. Self-Haulers that are Commercial Businesses (including Multi-Family Self-Haulers) shall provide information collected in Section 50.18.100 to the City if requested and within ten (10) days of such request.

E. A residential Organic Waste Generator that self-hauls Organic Waste is not required to record or report information in Section 50.18.100.

50.18.110 Compliance with CALGreen Recycling Requirements A. Persons applying for a permit from the City for new construction and building additions and alternations shall comply with the requirements of this Section and the California Green Building Standards Code, 24 CCR, Part 11, known as CALGreen, as amended, if its project is covered by the scope of CALGreen or more stringent requirements of the City. If the requirements of CALGreen are more stringent then the requirements of this Section, the CALGreen requirements shall apply. Project applicants shall refer to the City’s building and/or planning code for complete CALGreen requirements.

B. For projects covered by CALGreen or more stringent requirements of the City, the applicants must, as a condition of the City’s permit approval, comply with the following:

1. Where five (5) or more Multi-Family dwelling units are constructed on a building site, provide readily accessible areas that serve occupants of all buildings on the site and are identified for the storage and collection of Blue Container and Green Container materials, consistent with the three (3) container collection program offered by the City, or comply with provision of adequate space for recycling for Multi-Family and Commercial premises pursuant to Sections 4.408.1, 4.410.2,

5.408.1, and 5.410.1 of the California Green Building Standards Code, 24 CCR, Part 11 as amended provided amended requirements are more stringent than the CALGreen requirements for adequate recycling space effective January 1, 2020.

2. New Commercial construction or additions resulting in more than 30% of the floor area shall provide readily accessible areas identified for the storage and collection of Blue Container and Green Container materials, consistent with the three (3) container collection program offered by the City, or shall comply with provision of adequate space for recycling for Multi-Family and Commercial premises pursuant to Sections 4.408.1, 4.410.2, 5.408.1, and 5.410.1 of the California Green Building Standards Code, 24 CCR, Part 11 as amended provided amended requirements are more stringent than the CALGreen requirements for adequate recycling space effective January 1, 2020.

3. Comply with CALGreen requirements and applicable law related to management of C&D, including diversion of Organic Waste in C&D from disposal. Comply with all written and published City policies and/or administrative guidelines regarding the collection, recycling, diversion, tracking, and/or reporting of C&D.

50.18.120 Model Water Efficient Landscaping Ordinance Requirements A. Property owners or their building or landscape designers, including anyone requiring a building or planning permit, plan check, or landscape design review from the City, who are constructing a new (Single-Family, Multi-Family, public, institutional, or Commercial) project with a landscape area greater than 500 square feet, or rehabilitating an existing landscape with a total landscape area greater than 2,500 square feet, shall comply with Sections 492.6(a)(3)(B) (C), (D), and (G) of the MWELO, including sections related to use of Compost and mulch as delineated in this Section 50.18.120.

B. The following Compost and mulch use requirements that are part of the MWELO are now also included as requirements of this Chapter. Other requirements of the MWELO are in effect and can be found in 23 CCR, Division 2, Chapter 2.7.

C. Property owners or their building or landscape designers that meet the threshold for MWELO compliance outlined in Section 50.18.120(A) above shall:

1. Comply with Sections 492.6 (a)(3)(B)(C)(D) and (G) of the MWELO, which requires the submittal of a landscape design plan with a soil preparation, mulch, and amendments section to include the following:
a. For landscape installations, Compost at a rate of a minimum of four (4) cubic yards per one thousand (1,000) square feet of permeable area shall be incorporated to a depth of six (6) inches into the soil. Soils with greater than six percent (6%) organic matter in the top six (6) inches of soil are exempt from adding Compost and tilling.
b. For landscape installations, a minimum three (3) inch layer of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. To provide habitat for beneficial insects and other wildlife up to five percent (5%) of the landscape area may be left without mulch.

Designated insect habitat must be included in the landscape design plan as such.
c. Organic mulch materials made from recycled or post-consumer materials shall take precedence over inorganic materials or virgin forest products unless the recycled post-consumer organic products are not locally available. Organic mulches are not required where prohibited by local fuel modification plan guidelines or other applicable local ordinances.

2. The MWELO compliance items listed in this Section are not an inclusive list of MWELO requirements; therefore, property owners or their building or landscape designers that meet the threshold for MWELO compliance outlined in Section

50.18.120(A) shall consult the full MWELO for all requirements.

D. If, after the adoption of this ordinance, the California Department of Water Resources, or its successor agency, amends 23 CCR, Division 2, Chapter 2.7, Sections 492.6(a)(3)(B) (C), (D), and (G) of the MWELO September 15, 2015 requirements in a manner that requires Jurisdictions to incorporate the requirements of an updated MWELO in a local ordinance, and the amended requirements include provisions more stringent than those required in this Section, the revised requirements of 23 CCR, Division 2, Chapter 2.7 shall be enforced.

50.18.130 Procurement Requirements for City Departments, Direct Service Providers and Vendors
A. City departments, and direct service providers to the City, as applicable, must comply with City’ adopted procurement policy for Recovered Organic Waste Product and Recycled-Content Paper.

B. All vendors providing Paper Products and Printing and Writing Paper to the City shall:

1. If fitness and quality are equal, provide Recycled-Content Paper Products and Recycled-Content Printing and Writing Paper that consists of at least 30 percent, by fiber weight, postconsumer fiber instead of non-recycled products whenever recycled Paper Products and Printing and Writing Paper are available at the same or lesser total cost than non-recycled items.

2. Provide Paper Products and Printing and Writing Paper that meet Federal Trade Commission recyclability standard as defined in 16 Code of Federal Regulations (CFR) Section 260.12.

3. Certify in writing, under penalty of perjury, the minimum percentage of postconsumer material in the Paper Products and Printing and Writing Paper offered or sold to the City. This certification requirement may be waived if the percentage of postconsumer material in the Paper Products, Printing and Writing Paper, or both can be verified by a product label, catalog, invoice, or a manufacturer or vendor internet website.

4. Certify in writing, on invoices or receipts provided, that the Paper Products and Printing and Writing Paper offered or sold to the City is eligible to be labeled with an unqualified recyclable label as defined in 16 Code of Federal Regulations (CFR) Section 260.12 (2013).

5. Provide records to the City’s Recovered Organic Waste Product procurement recordkeeping Designee, in accordance with the City’s Recycled-Content Paper procurement policy(ies) of all Paper Products and Printing and Writing Paper purchases within thirty (30) days of the purchase (both recycled-content and non- recycled content, if any is purchased) made by any division or department or employee of the City. Records shall include a copy (electronic or paper) of the invoice or other documentation of purchase, written certifications as required in Sections 50.18.130(B)(3) and (B)(4) of this Chapter for recycled-content purchases, purchaser name, quantity purchased, date purchased, and recycled content (including products that contain none), and if non-recycled content Paper Products or Printing and Writing Papers are provided, include a description of why Recycled-Content Paper Products or Printing and Writing Papers were not provided.

50.18.140 Inspections and Investigations by City
A. City representatives and/or its designated entity, including Designees are authorized to conduct Inspections and investigations, at random or otherwise, of any collection container, collection vehicle loads, or transfer, processing, or disposal facility for materials collected from generators, or Source Separated materials to confirm compliance with this Chapter by Organic Waste Generators, Commercial Businesses (including Multi-Family Residential Dwellings), property owners, Commercial Edible Food Generators, haulers, Self-Haulers, Food Recovery Services, and Food Recovery Organizations, subject to applicable laws. This Section does not allow The City to enter the interior of a private residential property for Inspection.

B. Generators, Commercial Businesses (including Multi-Family Residential Dwellings), property owners, Commercial Edible Food Generators, haulers, Self-Haulers, Food Recovery Services, and Food Recovery Organizations shall provide or arrange for access during all Inspections (except for residential property interiors) and shall cooperate with the City’s employee or its designated entity/Designee during such Inspections and investigations. Such Inspections and investigations may include confirmation of proper placement of materials in containers, Edible Food Recovery activities, records, or any other requirement of this ordinance described herein.

Failure to provide or arrange for: (i) access to an entity’s premises; (ii) installation and operation of Remote Monitoring equipment (optional); or (ii) access to records for any Inspection or investigation is a violation of this ordinance and may result in penalties described.

C. Any records obtained by the City during its Inspections and other reviews shall be subject to the requirements and applicable disclosure exemptions of the Public Records Act as set forth in Government Code Section 6250 et seq.

D. City representatives, its designated entity, and/or Designee are authorized to conduct any Inspections, other investigations as reasonably necessary to further the goals of this ordinance, subject to applicable laws.

E. City shall receive written complaints from persons regarding an entity that may be potentially non-compliant with SB 1383 Regulations, including receipt of anonymous complaints.

50.18.150 Enforcement
A. Violation of any provision of this Chapter shall constitute grounds for issuance of a Notice of Violation and assessment of a fine by the City Manager or their designee.

Enforcement Actions under this Chapter include, but are not limited to, issuance of an administrative citation and assessment of a fine. In addition to the procedures in this Section 50.18.150, the City may enforce this Chapter consistent with the procedures in Baldwin Park Municipal Code.

B. Other remedies allowed by law may be used for enforcement, including but not limited to civil action or prosecution as misdemeanor or infraction. The City may pursue civil actions in the California courts to seek recovery of unpaid administrative citations.

The City may choose to delay court action until such time as sufficiently large number of violations or cumulative size of violations exist such that court action is a reasonable use of City staff and resources.

C. Responsible Entity for Enforcement

1. Enforcement pursuant to this Chapter may be undertaken by the City Manager or their designee authorized and legally able to undertake such action. a. The City Manager or their designee will interpret this Chapter, determine the applicability of waivers, if violation(s) have occurred, implement Enforcement Actions, and determine if compliance stands are met. b. The City Enforcement Manage or their designee may issue Notice of Violations(s).

D. Process for Enforcement

1. The City Manager or their designee will monitor compliance with this Chapter randomly and through Compliance Reviews, Route Reviews, investigation of complaints, and an inspection program. Section 50.18.140 established City’s right to conduct inspections and investigations.

2. City may issue an official notification to notify regulated entities of its obligations under the ordinance.

3. Contamination Prevention
a. For incidences of Prohibited Container Contaminants found by City or its Designee in containers, City will issue a Notice of Violation to any Generator found have Prohibited Container Contaminants in a container. Prior to issuance of a Notice of Violation, City’s Designee may provide an informal warning(s) or notice(s) of Prohibited Container Contaminants via cart tag.

Thereafter, any Notice of Violation shall be provided by the City via mail within two (2) days after City determines a violation has occurred with respect to Prohibited Container Contaminants. If the City or its Designee observes Prohibited Container Contaminants in a Generator’s Container on more than two (2) occasion(s) in any calendar year staring January 1, the City May assesses and administrative fine or penalty on the Generator in accordance the Section 50.18.150.
b. In addition to 50.18.150(D)(3)(a), Designee may implement through Designee’s service rate structure a Contamination service charge for customers committing incidents of Prohibited Container Contaminants.

Designee shall provide such customers with written notice and/or cart tags, or such other procedures required under any contract, agreement, or similar contractual authorization between the City and its Designee, prior to levying any Contamination service charge. Designee shall inform City of each customer committing incidents of Prohibited Container Contaminants in a manner consistent with the agreement, or similar contractual authorization between the City and its Designee prior to issuing a Contaminating service charge. The foregoing Contamination service charge shall not be considered an administrative fine or penalty. Any disputes arising from the assessment of a Contamination service charge shall be adjudicated pursuant to the customer complaint resolution process provided under the terms of any contract, agreement, or similar contractual authorization between the City and its Designee assigned to Collect Discarded Materials.

4. Except for violations of Generator Contaminated Containers addressed under Section 50.18150(D)(3), City shall issue a Notice of Violation requiring compliance with sixty (6) days of issuance of the notice.

5. Absent compliance by the respondent within the deadline set forth in the Notice of Violation, City shall commence an Enforcement Action to impose penalties, via an administrative citation and fine.

Notices shall be sent to “owner” at the official address of the owner maintained by the tax collector for the City or if no such address is available, to the owner at the address of the dwelling or Commercial property, or to the party responsible for paying for the Collection services, depending upon available information.

E. Penalty Amounts for Types of Violations. Administrative fine levels shall be as stated in Section 15.01 of Baldwin Park Municipal Code, except that should the penalties levels in Section 15.01 either (i) fall below the minimum amounts stated in 14 CCR Section 18997.2, then the administrative fine level shall be that which is closest to a level stated in 14 CCR Section 18997.2.

F. Compliance Deadline Extension Considerations. The City may extend the compliance deadlines set forth in a Notice of Violation issued in accordance with this Section 50.18.150 if it finds that there are extenuating circumstances beyond the control of the respondent that make compliance within the deadline impracticable, including the following:

1. Acts of God such as earthquakes, wildfires, flooding, pandemics, and other emergencies or natural disasters.

2. Delays in obtaining discretionary permits or other government agency approvals, or.

3. Deficiencies in Organic Waste recycling infrastructure or Edible Food Recovery capacity and the City is under corrective action plan with CalRecycle pursuant to 14 CCR Section 18996.2 due to those deficiencies.

G. Appeals Process. Persons receiving an administrative citation containing a penalty for an uncorrected violation may request a hearing to appeal the citation pursuant to the appeal procedure in Baldwin Park Municipal Code Section.

H. Education Period for Non-Compliance, Beginning January 1, 2022, and through December 31, 2023, City will conduct inspections, Route Review or waste evaluations, and Compliance Reviews, depending upon the type of regulated entity, to determine compliance with this Chapter, and if City determines that a Generator, Self-Hauler, Contractor. Tier One Commercial Edible Food Generator, Food Recovery Organization Food Recovery Service, or other entity is not in compliance, it shall provide educational materials to the entity describing its obligations under this Chapter and a notice that compliances required by January 1, 2022, and that violations may be subject to administrative civil penalties starting on January 1, 2024.

I. Civil Penalties for Non-Compliance. Beginning January 1, 2024, if the City determines that a Generator, Self-Hauler, Contract, Tier One or Tier Two Commercial Edible Food Generator, Food Recovery Organization, Food Recovery Service, or other entity is not compliance with this Chapter, it shall document the non-compliance or violation, issue a Notice of Violation, and take Enforcement Action pursuant to this Section, as needed.

SECTION 2. The City Council HEREBY FINDS and DETERMINES that adoption of Ordinance XXXX is categorically exempt from environmental review under Section 15308 of the California Environmental Quality Act and the City of Baldwin Park environmental guidelines.

SECTION 3. If any section, subsection, subdivision, sentence, clause, phrase, or portion of this Ordinance, is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council hereby declares that it would have adopted this Ordinance and each section, subsection, subdivision, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more sections, subsections, subdivisions, sentences, clauses, phrases, or portions thereof be declared invalid or unconstitutional.

SECTION 4. To the extent the provisions of the Baldwin Park Municipal Code as amended by this Ordinance are substantially the same as the provisions of that Code as they read immediately prior to the adoption of this Ordinance, then those provisions shall be construed as continuations of the earlier provisions and not as new enactments.

SECTION 5. This ordinance shall be effective and be in full force and operation from and after thirty (30) days after its final reading and adoption.

First read at a regular meeting of the City Council of the City of Baldwin Park held on the 2nd day of February, 2022, and adopted and ordered published at a regular meeting of said Council on the ____day of _____, 2022.

PASSED AND APPROVED ON THE ______ DAY OF ___________, 2022 _________________________________
EMMANUEL J. ESTRADA, MAYOR
ATTEST:

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss:

CITY OF BALDWIN PARK )
I, Marlen Garcia, City Clerk of the City of Baldwin Park, do hereby certify that the foregoing ordinance was regularly introduced and placed upon its first reading at a regular meeting of the City Council on _________________, 2022. Thereafter, said Ordinance No.1468 was duly approved and adopted at a regular meeting of the City Council on _________________, 2022 by the following vote:

AYES: COUNCILMEMBER:

NOES: COUNCILMEMBER:

ABSENT : COUNCILMEMBER:

ABSTAIN: COUNCILMEMBER:
_________________________________________

MARLEN GARCIA

CITY CLERK